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List of concrete-drain Tenders

List of latest concrete-drain Tenders in Indian Tenders. Click on any concrete-drain Tenders to view BOQ, NIT and Tender Documents. Get GeM Registration and Bidding Support, Vendor Registration for concrete-drain Tenders.

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State Government

TRN :49051926 | 16 May, 2025

Tender Value : 30.36 Lacs

Panaji - Goa

Tender for construction of hall and supplying gym items for pinto youth club of baradi in velim constituency under mla-lad scheme.--demolishing laterite stone masonry in cement mortar including stacking of serviceable material & disposal of unserviceable material within 50 mts. lead. 2 demolishing cement concrete 1:3:6 or richer mix including disposal of material within 50 m lead. 3 laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement. 4 extra for laterite masonry in all sizes in superstructure from floor i level upto floor v level. 5 12mm cement plaster 1:4 (1 cement : 4 fine sand) 6 providing and fixing 1st quality ceramic glazed wall tiles (johnson somany kajaria ) conforming to is:15622 (thickness to be specified by the manufacture of approved make in all colours shades except burgundy bottle green black of any size as approved by engineer-in-charge in skirting risers of steps and dados over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand ) and jointing with grey cement slurry @3.3kg per sq.m including pointing in white cement mixed with pigment of matching shade complete.;wall ceramic glazed tiles : 300 x 600 7 providing and and laying antiskid floor tiles 12 x 12 upto 16 x 16 in of johnson somany kajaria (thickness to be specified by the manufacturer) of 1st quality conforming to is: 15622 of approved make in shades as specified laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including pointing the joints with white cement and matching pigment etc. complete;dark shades 8 proving and fixing white vitreous china wall hung type (european type) water closet with seat and lid with c.i. brass hinges and rubber fittings with flush valve nelson/ similar fully chromium plated with stop cock wall flanges flush pipe or elbow and vaccum breaker coupling etc. including chair bracket/rag bolts cutting & making good the walls and floors where required and concealed seat support - w.c. pan with white plastic seat and lid 9 providing and fixing brass stop cock (heavy) of approved quality :;15 mm nominal bore 10 providing and fixing brass full way valve (heavy) duty with wheel of approved quality :;20 mm nominal bore 11 providing and fixing p.v.c. connection pipe with brass unions 15 mm nominal bore:;45 cm (18”) length . 12 providing and fixing rigid pvc s.w.r. (soil waste & rain water drainage pipes of approved including lubricant etc. complete (single/double) socketed:; 110 mm dia 13 providing and fixing rigid pvc bend (approved make) for s.w.r. pipes including lubricating etc complete bend with door :; 100 mm dia 14 providing and fixing nahani trap of rigid pvc (approved make ) for s.w.r. pipes including lubricating etc complete without door :;110 mm dia 15 providing and fixing nickel chrome plated copper alloy fancy bib cock short body jaquar make or equivalent.confirming to is 8931; 1993;15mm nominal bore 16 providing and fixing chlorinated ployvinyl chloride (cpvc) pipes confirming to is:15778 having thermal stability for hot and cold water supply including all cpvc plain and brass threaded fittings including fixing the pipes with clamps at 1 mt. spacing. this includes jointing of pipes and fittings with one step cpvc solvent cement and testing of joints complete as per direction of the engineer-in-charge. concealed work (medium duty sdr 13.5 pipe) including cutting chases and making good the walls etc.;20 mm dia nominal outer dia pipes. 17 providing and fixing hand shower (health faucet) with 8mm dia abs/brass body with double lock 1.00 m long flexible tube (brass plated stainles steel flexible hose) and wall hook of approved quality confirming to is standards. 18 frp (fiber reinforced polymer) frames with wood finish manufacture supply and installation (with anchor fastener) of epee or equivalent goan make frp (fiber reinforced polymer) frame of cross section as per options below with right angle joint and frp (fiber reinforced polymer) laminate made from 450 grams per sq.mts (gsm) chop strand glass fiber (matt) and unsaturated polyester resin with viscosity range of 400/450 centipoises per second (cps). the core of frame would be filled with seasoned wood as infill material. the slot of frame for door resting will be of suitable width so as to take specified thickness door.the frame will be water proof as well as mild acid/ alkali resistant manufactured in an iso 9001- 2015 certified company.;specified cross section;4” x 2” 19 wood finish wood core frp (fiber reinforced polymer) door shutter. manufacture supply and installation (including accessories as mentioned below) of epee or equivalent goan make frp (fiber reinforced polymer) door shutter of specified thickness as per options below by using tray system with seasoned hard wood moisture less than 17% wooden styles for top rail and lock rails. frp (fiber reinforced polymer) laminate made up of 450 grams per sq.mts (gsm) chop strand matt and unsaturated polyester resin with viscosity range of 400/450 centipoises per second (cps) and printed matt having wooden textures used along with uv resistant resin to give the clear texture on the door. the core of shutter will be filled with mr 2nd grade block board. the shutter to be water proof as well as mild acid / alkali resistant manufactured using rv tifac (r v engineering college bangalore & technology information forecasting & assessment council) technology in line with is 13034 1990 test standard in an iso 9001 – 2015certified factory. accessories: i) s. s. hinges 4” - 3 nos ii) s. s. latch - 1 no iii) tower bolt 5” - 2 nos iv) handle 5” - 2 nos;shutter thickness;32mm 20 providing and applying white cement based putty of average thickness 1.00 mm of approved brand and manufacturer over the plastered wall surface to prepare the surface even and smooth complete. 21 applying one coat of cement primer of approved brand and manufacture on wall surface. 22 wall painting (two or more coats) with plastic emulsion paint of approved brand and manufacture on new work to give an even shade. 23 painting two or more coats (excluding priming coat) with superior quality ready mixed paint for steel work of approved brand & manufacture in all shades on new work to give an even shade. 24 applying priming coat with ready mixed primer of approved brand and manufacture on steel work. 25 providing flat iron hold fast 40 cm including fixing to frame with 10 mm dia bolts nuts and wooden plugs and embeded in cement concrete block 30 x 10 x 15 cm 1:3:6 mix (1 cement: 3 coarse sand: 6 stone aggregate 20 mm nominal size.;40 x 3 mm flat iron hold fast 15 cm long 26 providing and fixing m.s. grill of required pattern in wooden frames of windows etc. with m.s. flats square or round bars with round headed bolts and nuts or by by screws.; plain grill 27 centering & shuttering including strutting propping & removal of forms for :;columns piers pillars aburments posts and struts (square rectangle polygon in plan) 28 centering & shuttering including strutting propping & removal of forms for :;sides and soffits of beams beam haunchings cantilever girders bressumers and lintels plinth beams not exceeding 1m in depth 29 centering & shuttering including strutting propping & removal of forms for :;suspended floors roofs landings shelves & their supports 30 providing and fixing 18 mm thick gang saw cut mirror polished premoulded and prepolished machine cut for kitchen platforms vanity counters window sills facias and similar locations of required size approved shade colour and texture laid over 20 mm thick base cement mortar 1: 4 (1 cement : 4 coarse sand) joints treated with white cement mixed with matching pigment epoxy touch ups including rubbing curing moulding and polishing to edges to give high gloss finish etc. complete at all levels.granite of any colour and shade area of slab over0.50 sqm;jet black 31 providing and laying in position machine batched concrete (bmc) machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete work including pumping of concrete to the site of laying but excluding the cost of centering shuttering finishing and reinforcement including admixtures in recommended proportions as per is 9103 to accelerate retard setting of concrete improve workability without impairing the strength and durability as per the direction of the engineer-in-charge. m25 grade of reinforced cement conrete by using 410kg of cement per cu.m. of concrete. all works upto floor v level. 32 providing tmt steel reinforcement bars of (sail tata. vizag jsw steel ltd.) ) (confirming to is 1786 of 1986) for rcc work (conforming to i.s. 1786 of 1986) including bending binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member. 33 providing and fixing anodised aluminium shutters in accordance with the specification annexed herewith including transportation, scaffolding and handling etc. complete as per direction of the engineer-in-charge: windows with three sliding shutters using 18 mm series shutters section.;plain glass 34 extra for powder coating with pure polyester powder of shade of required colour on the aluminium section 35 providing and fixing vitreous china wash basin with rs or c.i. brackets painted white 15 mm c.p. brass pillar taps c.p. brass chain with rubber plug 32 mm c.p. brass waste of pattern 32 mm diameter m.i. or c.p. brass trap and union complete including cutting and making good the walls where required.; flat back wash basin size 550 x 400mm with a single 15 mm c.p. brass pillar taps. 36 providing and laying in position cement concrete 1: 2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering shuttering and finishing :;all works upto plinth level 37 providing and fixing astm upvc pipe conforming to astm 2467 with iso 14001 including all upvc plain & brass threaded fittings including jointing of pipes & fittings with one step upvc solvent cement trenching refilling & testing of joints complete as per direction of engineer. external work.;sch-80(blue)/(w hite);40mm outer dia. 38 providing and fixing g.i. chain with g.i. pull. 39 providing woodwork in frames of doors windows clerestory windows trusses & other frames wrought framed and fixed in positon.;second class indian teak wood 40 providing and fixing 38 mm thick panelled glazed or panelled and glazed shutters for doors windows and clerestory window including black enamelled iron butt hinges with necessary screws:;second class indian teak wood 41 applying priming coat with ready mixed primer of approved brand and manufacture on wood work complete. 42 painting two or more coats (excluding priming coat) with superior quality ready mixed paint for wood work of approved brand & manufacture in all shades on new work to give an even shade. 43 providing & fixing chromium plated brass tower bolts (barrel type) with necessary screws complete.;250 x 10 mm 44 providing and fixing chromium plated brass sliding door bolt with bolts nuts and screws etc. complete.;300 x 16 mm 45 provided and fixing 150 mm chromium plated brass floor door stopper with rubber cushion screws etc. to suit shutters thickness complete. 46 provided and fixing chromium plated brass 100mm. mortice latch and a pair of levers and handles with necessary screws etc. complete (indian make of approved quality). 47 providing and and laying vitrified floor tiles in different sizes of johnson somany kajaria (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to is: 15622 of approved make in colours and shades as specified laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigment etc. complete;600 x 600 mm light shades 48 false ceiling:-;providing & fixing false ceiling yashashri make or equivalent made out of 2” x 1” m.s sq tube frame support structure & 20mm x 155mm x 1.2mm multi- cavity upvc section 30mm x 40mm x 2mm upvc multi-cavity section with hidden screwing system.the average weight of false ceiling is 8.50 kg per sq mtr. these upvc sections are tested by using bs 2782 & din 53459 test methods. 49 providing & fixing of aluminium lay-in perforated tile ceiling on 24 /14 mm ‘t’ framework of module 600mm x 600mm. tiles of size 575mm x 575mm / 584mm x584mm made out of 0.6mm thick aluminium. perforation of the tiles shall be 2.5mm dia 5.5mm c/c. the tile shall be manufactured on advanced equipment which includes several levelling. the tile end shall be raised upward by 38mm and bend outward to lay the tile in framework. the tile shall be polyester based powder coated in white colour. grid system for fixing ceiling tiles shall comprise of tees. the 24 /14 mm main tee runners shall be suspended at an interval of 1200mm centre to centre. the 24 /14 mm cross tee runner shall be suspended at 600mm centre to centre and further supported with 24 /14 mm cross tee at 600mm centre to centre with interlocking arrangements to form grid of 600mm x 600mm. the main tee shall be supported by means of 4mm g.i. rod from slab/roof. the suspension shall be provided at 1200 to 1500mm centre to centre.tee framework would be made of gi and powder coated. acoustic felt: non- woven felt made of glass-r einforced fibre glued over the perforation for sound absorption. 50 providing water proofing treatment over the new r.c.c. roofs terrace toilet by spreading cement slurry over the r.c.c. slab and laying of 10cms. average laterite stone ballast coba with the necessary gradient for easy flow of rain water and the coba in covered with damp proof of hindustan water proofing co. or equivalent jointless water proofing plaster of mix 1:3 ( 1 cement : 3 find sand) finished smooth with wooden trowel with false marking of 30 cms square. the vertical surface of the adjoining walls are to be treated upto a height of 30cms including rounding of junction (the rate includes for complete items including labour and materials and including cost of initial treatment of roof slab as follows. the injunction of damp proof or equivalent compound with cement solution will be given as and when found necessary for filling honey comb cracks etc. in the r.c.c. slabs). note: cement consumption 25 kg/sq.m. 51 providing & fixing colour coated alluminium (puf) sandwich panel roofing systems of approved make adhering to aluminium 3105 grade for top & bottom sheet of thickness0.40 & 0.35 respectively including puf insulation betewwn the top & bottom sheet of denslity 40 (+/-2) kg/m3 inclusive of s.s. 304 grade self tapping fastneres complete as directed by enigneer incharge (frame work for roof roof accesorries to be paid seperately) for tile design puf roof panel gutter width should be atleast 25% more than the crest width. minimum height at heighest point of crest should be minimum 65mm. minimum thickness at anygiven point should not be below 30mm.;puf insulated tile roof 30mm thick of trapezoidal design 52 steel work in built up tubular (round square or rectangular hollow tubes etc.) (square hollow section (shs) is4923 /rectangular hollow section (rhs) is4923/circular hollow section (chs) is1161 closed structural steel of (sail tata. vizag jsw apollo steel ltd.) make (min yeild stress 310 mpa)) trusses etc. including cutting hoisting fixing in position and applying a priming coat of approved steel primer including welding and bolted with special shaped washers etc. complete. 53 providing and fixing in position s.s. hand rail in main stair case and landing as per approved design shown in the drawing including bending handrail pipe to proper shape in curves with specials etc. complete. 54 melamine polishing on wood work (one or more coat);glossy 55 providing and fixing anodised aluminium shutters in accordance with the specification annexed herewith including transportation, scaffolding and handling etc. complete as per direction of the engineer-in-charge: adjustable louvered window s.;figured glass 56 extra for powder coating with pure polyester powder of shade of required colour on the aluminium section 57 6mm cement plaster to ceiling 1: 3 (1 cement : 3 fine sand) 58 18mm cement plaster in two coats under layer 12mm thick cement plaster 1:5 ( 1 cement : 5 coarse sand) and top layer 6mm thick with cement plaster 1: 3 (1 cement : 3 coarse sand) finished with sponge. 59 painting three or more coats with acryllic exterior paint of approved brand and manufacture (such as dulex/ asian paints/ sherwin willians) including applying one coat of cement primer and one coat of surface treatment etc. complete. 60 painting one or more coats of acryllic exterior paint of approved brand and manuf acture(such as dulex/ asian paints/ sherwin willians) on old work including cleaning the surface with water etc. complete. 61 providing & fixing alluminium ridge of approved make adhering to alluminium 3105 grade of 0.71mm thickness & 60 cm wide inclusive of ss304 grade self tapping fastners to match the alluminium roofing system & as directed by engineer in charge complete 62 providing & fixing alluminium 30mm trapezhoidal end cap for puf roofing of approved make of alluminium aa 3105 grade matching with 30mm puf panel profile including the required fastners etc. complete for alluminium puf roofing system & as directed by engineer in charge. 63 pvc wall paneling : providing and fixing pvc sheet wall paneling of thickness 5mm (±0.25) consisting of panels of desired size stuck on inner frame work of 50mm wide strips of 5mm (±0.25) thick prelam pvc sheet.the panel & strips shall be of 600 kg/cbm density manufactured by an iso-9000 certified company. the strips should have in their center a grove of 6mm width and 1mm depth for sinking the head of the screw used to fix the strips to the wall vertically at an equal interval of 10” between two pvc strips. the pvc strips shall be fixed to the wall using 65mm long m.s. screws through the groove in the strip by using pvc fasteners. the distance between two screws shall not be more than 200mm. a groove of 2mm may be left at the joint of two panels for aesthetic looks. the exact size of the panel and correspondingly of the grid may vary depending on the size of the wall.optionally a strips of 5mm (±0.25) thick pvc sheet of width 75mm feathered at the edges shall be stuck at the places where two panels are joined using solvent cement. 64 providing and installing rubber dumbells of hexagonal shape and approved make including all material, labour, transportation, etc. complete as directed by engineer in charge. 65 providing and installing barbell rod 5ft of approved make including all material, labour, transportation, etc. complete as directed by engineer in charge. 66 providing and installing skipping rope of approved make including all material, labour, transportation, etc. complete as directed by engineer in charge. 67 providing and installing yoga mat 6mm thick of approved make including all material, labour, transportation, etc. complete as directed by engineer in charge. 68 providing and installing punching bag of 900mm diameter of approved make including all material, labour, transportation, etc. complete as directed by engineer in charge. 69 providing and installing bench press multidegree of approved make including all material, labour, transportation, etc. complete as directed by engineer in charge. 70 providing and installing rowing machine of approved make including all material, labour, transportation, etc. complete as directed by engineer in charge. 71 providing and installing rubber plates of approved make including all material, labour, transportation, etc. complete as directed by engineer in charge. a)2.50 kg 72 providing and installing rubber plates of approved make including all material, labour, transportation, etc. complete as directed by engineer in charge. b) 5.00 kg 73 providing and installing rubber plates of approved make including all material, labour, transportation, etc. complete as directed by engineer in charge. c) 7.50 kg 74 providing and installing rubber plates of approved make including all material, labour, transportation, etc. complete as directed by engineer in charge. d)10.00 kg 75 providing and installing rubber plates of approved make including all material, labour, transportation, etc. complete as directed by engineer in charge. e)12.50 kg 76 providing and installing rubber plates of approved make including all material, labour, transportation, etc. complete as directed by engineer in charge. e) 15.00kg 77 providing and installing dumbell rack of approved make including all material, labour, transportation, etc. complete as directed by engineer in charge. 78 providing and installing kettle bell of approved make including all material, labour, transportation, etc. complete as directed by engineer in charge. a) 2.00 kg 79 providing and installing kettle bell of approved make including all material, labour, transportation, etc. complete as directed by engineer in charge. b) 4.00 kg 80 providing and installing kettle bell of approved make including all material, labour, transportation, etc. complete as directed by engineer in charge. c) 6.00 kg 81 providing and installing kettle bell of approved make including all material, labour, transportation, etc. complete as directed by engineer in charge. d) 8.00 kg 82 providing and installing kettle bell of approved make including all material, labour, transportation, etc. complete as directed by engineer in charge. e) 10.00kg 83 providing and installing gym ball 65cms of approved make including all material, labour, transportation, etc. complete as directed by engineer in charge. 84 providing and installing gym ball 75cms of approved make including all material, labour, transportation, etc. complete as directed by engineer in charge. 85 providing and installing push up bar with chrome finish of approved make including all material, labour, transportation, etc. complete as directed by engineer in charge. 86 providing and installing ab wheel roller finish of approved make including all material, labour, transportation, etc. complete as directed by engineer in charge. 87 providing and installing foam roller finish of approved make including all material, labour, transportation, etc. complete as directed by engineer in charge. 88 providing and installing air bike of approved make including all material, labour, transportation, etc. complete as directed by engineer in charge.

State Government

TRN :49052051 | 19 May, 2025

Tender Value : 0

Daman - Daman And Diu

Tender for hiring charges for supply of macheneries, vehicle, equipment and manpower for the pre-monsoon activity of dredging/cleaning of all the natural drain/nala water way, culverts, cross-drains at marwad panchayat, daman.(2025) (2nd call)-providing & supplying hydraulic hitachi on hire charges inclusing cost of fuel, manpower, loading and unloading of hitachi in natural drain by cranewith all safety safety measures etc. complete for cleaning/dredging work ofnatural drain/nala water way including removing of deposited and silting garbage, building rubbish, industrial plastic bagswaste, stone, sludge, in daman district as directed by engineer in charge. the duration shall be considered from the time at which hitachi is deployed at the site upto the time at which hitachi leaves the site. 3 providing & supplying jcb on hire charges including cost of fuel, driver, operator , manpower etc. complete for cleaning/dredging work ofnatural drain/nala water way including removing of deposited and silting garbage, building rubbish, industrial plastic bagswaste, stone, sludge, etc as directed by engineer in charge. the duration shall be considered from the time at which jcb is deployed at the site upto the time at which jcb leaves the site. 4 providing & supplying tractor on hire charges including cost of fuel, driver, operator , manpower etc complete for work during the dredging / cleaning works of natural drain/ nala water wayas directed by engineer in charge. 5 supplying of unskilled labours for cleaning of natural drain /nala water way i.e removeing of deposited and silting garbage, building rubbish, industrial plastic bages waste, stone, sludge, deposited at bed level including all the equipments required for jungle clearing and nalla cleaning etc as and when rewuired by the department and directed by engineer in charge. 6 shifting of hitachi by trailor/truck including loading and unloading with crane and provision of all safety measures complete as and when required by the depatment and directed by engineer in-charge. 7 providing and laying controlled cement concrete m.200 andcuring complete excludingthe cost of formwork and reinforcement for reinforced concrete work in (a) foundations,footings, baseof columnsandmassconcrete (upto 10 ton) 8 providing formwork of ordinary timber plankings so as to give a rough finish including centering,shuttering, struting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 m and removal of the same for in-situ concrete and plain concrete work in (a) foundations, footings, bases of columns etc. and mass concrete. (upto 10 top) 9 proving tmt bar fe 500/500d reinforcement for r.c.c.work includingbending, binding andplacing in positioncompleteup to floor twolevel (upto 10 ton)

State Government

TRN :49052069 | 19 May, 2025

Tender Value : 0

Daman - Daman And Diu

Tender for hiring charges for supply of macheneries, vehicle , equipment and manpower for dredging/cleaning of the natural drain/nala water way and cross drain at ghelwad panchayat , nani daman. (2025) (2nd call)-providing & supplying hydraulic hitachi on hire charges inclusing cost of fuel, manpower, loading and unloading of hitachi in natural drain by cranewith all safety safety measures etc. complete for cleaning/dredging work ofnatural drain/nala water way including removing of deposited and silting garbage, building rubbish, industrial plastic bagswaste, stone, sludge, in daman district as directed by engineer in charge. the duration shall be considered from the time at which hitachi is deployed at the site upto the time at which hitachi leaves the site. 3 providing & supplying jcb on hire charges including cost of fuel, driver, operator , manpower etc. complete for cleaning/dredging work ofnatural drain/nala water way including removing of deposited and silting garbage, building rubbish, industrial plastic bagswaste, stone, sludge, etc as directed by engineer in charge. the duration shall be considered from the time at which jcb is deployed at the site upto the time at which jcb leaves the site. 4 providing & supplying tractor with trolly on hire charges including cost of fuel, driver, operator , manpower etc complete as and when require including all lift , lead and during the dredging / cleaning works of natural drain/ nala water wayas directed by engineer in charge. 5 supplying of unskilled laboursfor cleaning of natural drain/nala water way i.e. removing of deposited and silting garbage, building rubbish, industrial plastic bagswaste, stone, sludge, deposited at bed level including provision of all safety measures complete including all the equipments required for jungle clearing and nalla cleaning etc as and when required by the department anddirected by engineer in - charge. 6 providing and laying controlled cement concrete m.200 andcuring complete excludingthe cost of formwork and reinforcement for reinforced concrete work in (a) foundations,footings, baseof columnsandmassconcrete (upto 10 ton) 7 providing formwork of ordinary timber plankings so as to give a rough finish including centering,shuttering, struting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 m and removal of the same for in-situ concrete and plain concrete work in (a) foundations, footings, bases of columns etc. and mass concrete. (upto 10 top) 8 proving tmt bar fe 500/500d reinforcement for r.c.c.work includingbending, binding andplacing in positioncompleteup to floor twolevel (upto 10 ton)

State Government

TRN :49052078 | 19 May, 2025

Tender Value : 0

Daman - Daman And Diu

Tender for , equipment and manpower for dredging/cleaning of the natural drain/nala water way and cross drain at kachigam gram panchayat , nani daman.(2025) (2nd call)-providing & supplying hydraulic hitachi on hire charges inclusing cost of fuel, manpower, loading and unloading of hitachi in natural drain by cranewith all safety safety measures etc. complete for cleaning/dredging work ofnatural drain/nala water way including removing of deposited and silting garbage, building rubbish, industrial plastic bagswaste, stone, sludge, in daman district as directed by engineer in charge. the duration shall be considered from the time at which hitachi is deployed at the site upto the time at which hitachi leaves the site. 3 providing & supplying jcb on hire charges including cost of fuel, driver, operator , manpower etc. complete for cleaning/dredging work ofnatural drain/nala water way including removing of deposited and silting garbage, building rubbish, industrial plastic bagswaste, stone, sludge, etc as directed by engineer in charge. the duration shall be considered from the time at which jcb is deployed at the site upto the time at which jcb leaves the site. 4 providing & supplying tractor with trolly on hire charges including cost of fuel, driver, operator , manpower etc complete as and when require including all lift , lead and during the dredging / cleaning works of natural drain/ nala water wayas directed by engineer in charge. 5 supplying of unskilled laboursfor cleaning of natural drain/nala water way i.e. removing of deposited and silting garbage, building rubbish, industrial plastic bagswaste, stone, sludge, deposited at bed level including provision of all safety measures complete including all the equipments required for jungle clearing and nalla cleaning etc as and when required by the department anddirected by engineer in - charge. 6 providing and laying controlled cement concrete m.200 andcuring complete excludingthe cost of formwork and reinforcement for reinforced concrete work in (a) foundations,footings, baseof columnsandmassconcrete (upto 10 ton) 7 providing formwork of ordinary timber plankings so as to give a rough finish including centering,shuttering, struting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 m and removal of the same for in-situ concrete and plain concrete work in (a) foundations, footings, bases of columns etc. and mass concrete. (upto 10 top) 8 proving tmt bar fe 500/500d reinforcement for r.c.c.work includingbending, binding andplacing in positioncompleteup to floor twolevel (upto 10 ton) 9 shifting of hitachi by trailor/truck including loading and umloading with crane and provision of all safety measures complete as and when required by the department and directed by engineer in-charge.

State Government

TRN :49052089 | 19 May, 2025

Tender Value : 0

Daman - Daman And Diu

Tender for hiring charges for supply of macheneries, vehicle , equipment and manpower for dredging/cleaning of the natural drain/nala water way and cross drain at somnath gram panchayat , nani daman.(2025) (2nd call)-providing & supplying hydraulic hitachi on hire charges inclusing cost of fuel, manpower, loading and unloading of hitachi in natural drain by cranewith all safety safety measures etc. complete for cleaning/dredging work ofnatural drain/nala water way including removing of deposited and silting garbage, building rubbish, industrial plastic bagswaste, stone, sludge, in daman district as directed by engineer in charge. the duration shall be considered from the time at which hitachi is deployed at the site upto the time at which hitachi leaves the site. 3 providing & supplying jcb on hire charges including cost of fuel, driver, operator , manpower etc. complete for cleaning/dredging work ofnatural drain/nala water way including removing of deposited and silting garbage, building rubbish, industrial plastic bagswaste, stone, sludge, etc as directed by engineer in charge. the duration shall be considered from the time at which jcb is deployed at the site upto the time at which jcb leaves the site. 4 providing & supplying tractor with trolly on hire charges including cost of fuel, driver, operator , manpower etc complete as and when require including all lift , lead and during the dredging / cleaning works of natural drain/ nala water wayas directed by engineer in charge. 5 supplying of unskilled laboursfor cleaning of natural drain/nala water way i.e. removing of deposited and silting garbage, building rubbish, industrial plastic bagswaste, stone, sludge, deposited at bed level including provision of all safety measures complete including all the equipments required for jungle clearing and nalla cleaning etc as and when required by the department anddirected by engineer in - charge.(m.r) 6 providing and laying controlled cement concrete m.200 andcuring complete excludingthe cost of formwork and reinforcement for reinforced concrete work in (a) foundations,footings, baseof columnsandmassconcrete (upto 10 ton) 7 providing formwork of ordinary timber plankings so as to give a rough finish including centering,shuttering, struting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 m and removal of the same for in-situ concrete and plain concrete work in (a) foundations, footings, bases of columns etc. and mass concrete. (upto 10 top) 8 proving tmt bar fe 500/500d reinforcement for r.c.c.work includingbending, binding andplacing in positioncompleteup to floor twolevel (upto 10 ton) 9 shifting of hitachi by trailor/truck including loading and umloading with crane and provision of all safety measures complete as and when required by the department and directed by engineer in-charge.

State Government

TRN :49052170 | 19 May, 2025

Tender Value : 0

Daman - Daman And Diu

Tender for hiring charges for supply of machineries,vehicle,equipment and manpower for dredging/cleaning of all the natural drain/nala water way, culverts, cross drain and rcc gutter at dunetha panchayat,nani daman.(2025) (2nd call)-providing & supplying hydraulic hitachi on hire charges inclusing cost of fuel, manpower, loading and unloading of hitachi in natural drain by cranewith all safety safety measures etc. complete for cleaning/dredging work ofnatural drain/nala water way including removing of deposited and silting garbage, building rubbish, industrial plastic bagswaste, stone, sludge, in daman district as directed by engineer in charge. the duration shall be considered from the time at which hitachi is deployed at the site upto the time at which hitachi leaves the site. 3 providing & supplying jcb on hire charges including cost of fuel, driver, operator , manpower etc. complete for cleaning/dredging work ofnatural drain/nala water way including removing of deposited and silting garbage, building rubbish, industrial plastic bagswaste, stone, sludge, etc as directed by engineer in charge. the duration shall be considered from the time at which jcb is deployed at the site upto the time at which jcb leaves the site. 4 providing & supplying tractor with trolley on hire charges including cost of fuel, driver, operator , manpower etc complete as and when require including all lift , lead and during the dredging / cleaning works of natural drain/ nala water wayas directed by engineer in charge. 5 supplying of unskilled laboursfor cleaning of natural drain/nala water way i.e. removing of deposited and silting garbage, building rubbish, industrial plastic bagswaste, stone, sludge, deposited at bed level including provision of all safety measures complete including all the equipments required for jungle clearing and nalla cleaning etc as and when required by the department anddirected by engineer in - charge. 6 providingformwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceilingnotexceeding 4 m. and removal of the same for in situ reinforced concrete and plain concrete work in. (b) flat surfaces such as soffits of supspened floors slabs landings and the like. (1)floors etc. upto 200 mm in thickness.(upto 10 top) 7 providing formwork of ordinary timber planking so as to give arough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 m. and removal of the same for in situ reinforced concrete and plain concrete work in. (c) vertical surface such as walls (any thickness) partitions and the like including attached buttresses & string course & the like. 8 providing formwork of ordinary timber planking so as to give arough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 m. and removal of the same for in situ reinforced concrete and plain concrete work in. (b) flat surfaces such as soffits of supspened floors slabs landings and the like. (1) floors etc. upto 200 mm in thickness. 9 providing and laying controlled cement concrete m.200 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (a) foundations, footings, base of columns and mass concrete 10 providing and laying controlled cement concrete m.200 and curing complete excluding the cost of formwork and reinforcement forreinforced concrete work in (b) walls, from top of foundation level upto floor two level 11 providing and laying controlled cement concrete m.200andcuring complete excludingthe cost of formwork and reinforcementfor reinforced concrete work in (c) slabs,ianding,sheives,balconieslintels,beams, girders andcantileverupto floor two level. 12 proving tmt bar fe 500/500d reinforcement for r.c.c.work includingbending, binding andplacing in positioncompleteup to floor twolevel (upto 10 ton) 13 shifting of hitachi by trailor/truckincluding loading and unloading with crane andprovision of all safety measures completeas and when required by the department anddirected by engineer in - charge.

State Government

TRN :49053871 | 14 May, 2025

Tender Value : 0

Anantnag - Jammu And Kashmir

Tender for stage contract for sub division anantnag.- stage contract anantnag sub division. 2 engagements of jcbfor execuation of works of various natures 3 surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -all kinds of soil 4 earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed,( all kinds of soil) 5 earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by engineer-in-charge. all kinds of soil : 6 earth work in excavation by manualmeans in trenches for foundations, drains, pipes, cables etc .upto required depth ) and for shafts, wells, cesspits including dressing of sides and ramming of bottoms , including getting out excavated earth and disposal of surplus excavated earth as directed,( all kinds of soil) 7 supply and filling of rbm of specified size including spreading, watering, ramming, compacting with prr of 8 to 10 tonne capacity and including carriage of the same from approved source upto site of work complete 8 felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. 9 beyond 30 cm girth upto and including 60 cm girth. 10 beyond 60 cm girth upto and including 120 cm girth. 11 beyond 120 cm girth upto and including 240 cm girth. 12 banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m in all kinds of soi 13 supply and filling of khak bajri including spreading, watering, ramming, compacting with prr of 8 to 10 tonne capacityincluding carriage of the same from approved source upto site of work complete( for berm) 14 providing / laying of rcc pipes in proper position/ grade including cutting of road surface upto required depth, providing requisite cushion including carriage ofall materials and pipesupto site ofwork complete. 15 10 16 12 17 14 18 16 19 20 20 24 21 32 22 36 23 40 24 48 25 providing / laying of ms pipes in proper position/ grade including cutting of road surface upto required depth, providing requisite cushion including carriage ofall materials and pipesupto site ofwork complete. 26 6 27 8 28 10 29 12 30 scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material within all lifts and lead upto 1 km (by mechanical means). 31 scarifying metalled (water-bound) road surface including disposal of rubbish lead upto 50m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. 32 providing and laying water bound macadam base course with quarry crushed stone aggregate 90 to 45mm size, stone screening 13.20mm size and binding material as per morth specification including screening, sorting, spreading to template and consolidation with prr of 8 to 10 tonne capacity including carriageofquarry crushedstone aggrregateand stone screeing, stone dustfrom approved soucrce upto site of wotk complete(finished work to be measured) 100mm compacted thickness 33 providing and laying water bound macadam base course with quarry crushed stone aggregate 63 to 45mm size, stone screening 13.20mm size and binding material as per morth specification including screening, sorting, spreading to template and consolidation with prr of 8 to 10 tonne capacity including carriageofquarry crushedstone aggrregateand stone screeing, stone dustfrom approved soucrce upto site of wotk complete(finished work to be measured) 75mm compacted thickness 34 providing and laying water bound macadam base course with quarry crushed stone aggregate 53 to 22.4mm size, stone screening 11.20mm size and binding material as per morth specification including screening, sorting, spreading to template and consolidation with prr of 8 to 10 tonne capacity including carriageofquarry crushedstone aggrregateand stone screeing, stone dustfrom approved soucrce upto site of wotk complete(finished work to be measured) 75mm compacted thickness 35 providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (wmm) specification including premixing the material with water at omc in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of engineer-in-charge 36 providing and applying tack coat using hot straight run bitumen of grade –vg-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. on bitumen surface @ 0.50 kg/sqm 37 providing and applying tack coat using hot straight run bitumen of grade –vg-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. on w.b.m. @ 0.75 kg/sqm 38 providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of engineer-in-charge. 50 to 100 mm average compacted thickness with bitumen of grade vg-10 @ 3.5% (percentage by weight of total mix) 39 providing and laying semi- dense bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of engineer-in-charge. 25 mm compacted thickness with bitumen of grade vg 10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of aggregate) 40 providing and laying dense graded bituminous macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of engineer-in-charge. 16.62.1 50 to 100 mm average compacted thickness with bitumen of grade vg-30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of aggregate) prepared in batch type hot mix plant of 100-120 tph capacity. 16.62.2 50 to 100 mm average compacted thickness with bitumen of grade vg-30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of aggregate) prepared in drum type hot mix plant of 60-90 tph capacity. 41 providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade vg-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete. 42 providing and laying of stone soling, hand packed, including carriage of same from approved source upto site of work complete. 43 providing and laying in position cement concrete in1 : 4 : 8 (1 cement :4 coarse sand : 8 graded crushed stone aggregate, 40mm nominal size) excluding the cost of centering and shuttering but including carriage of all materials from approved sources up to site of work complete. 44 providing and laying in position cement concrete in1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded crushed stone aggregate, 40mm nominal size) excluding the cost of centering and shuttering but including carriage of all materials from approved sources up to site of work complete. 45 providing and laying in position cement concrete in1 : 2 : 4 (1 cement :2 coarse sand : 4 graded crushed stone aggregate, 20mm nominal size) excluding the cost of centering and shuttering but including carriage of all materials from approved sources up to site of work complete. 46 providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. but including carriage of all materials from approved sources up to site of work complete.all works upto plinth level (1: 1.5 : 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) 47 providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. but including carriage of all materials from approved sources up to site of work complete.all works upto plinth level (1 : 2 : 4 (1 cement :2 coarse sand : 4 graded crushed stone aggregate, 20mm nominal size)) 48 reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement.but including carriage of all materials from approved sources up to site of work complete. (1: 1.5 : 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) 49 reinforcement for rcc work including straightening cutting, bending, placing in position and binding all complete (thermo mechanically treated bars) including all carriages complete. fe-500 d or more 50 providing / fixing of necessary farm work / shuttering including strutting, propping etc and removal of same complete 51 foundations, footings, bases for columns 52 return walls, walls (any thickness) including attached pilaster buttresses, plinth and string course fillets, kerbs and steps etc. 53 suspended floors, roofings, landings, balcones and access plateform 54 50mm thick cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished wit a floating coat of neat cement including carriage of all materials from approved sources upto site of work complete 55 40mm thick cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished wit a floating coat of neat cement including carriage of all materials from approved sources upto site of work complete 56 25mm thick cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished wit a floating coat of neat cement including carriage of all materials from approved sources upto site of work complete 57 12mm cement plaster of mix 1:4 (1cement: 4 fine sand) including all carriages complete. 58 12mm cement plaster of mix 1:6 (1cement: 6 fine sand) including all carriages complete. 59 15mm cement plaster of mix 1:4 (1cement: 4 fine sand) including all carriages complete. 60 15mm cement plaster of mix 1:6 (1cement: 6 fine sand) including all carriages complete. 61 dry random rubble masonry in 100 x100mm mesh size g.i wire crate made of 5mm dia g.i wire using bond stones ncluding wrapping /tightening of wire crate and binding wire crates after stone work including cost of all material involed (crates and stones) and carriage of same upto site work complete (quarry stones) 62 random rubble masonry with hard stone (quarry) in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement : 6 coarsesand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: cement mortar 1:6 (1 cement : 6 coarse sand) including carriage of all materials from approved sources up to site of work complete. 63 engagement of labour /masdoor for one day 64 engagement of skilled labour with all machinary like cutters , axe etc for purning of the trees 65 pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. 66 removal of unhygienic materials (so classified by the site engineer) from designated sites and its disposal as per directions, all inclusive 67 clearance of slipsdisposal lead upto 50 m and lift upto 1.5 m. 68 in ordinary soils disposal lead upto 50 m and lift upto 1.5 m. 69 in soils; mixed with moorum/kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m. 70 in soils; mixed with decomposed rocks; by blasting or any other means 71 providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semiautomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, t&p, cleaning the road surface of all dirt, seals, oil, grease and foreignmaterial etc. complete as per direction of engineer-in-charge and accordance with applicable specifications. 72 white washing with lime to give an even shade :old work (two or more coats) 73 white washing with lime to give an even shade :old work (one or more coats) 74 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade, one or more coats on old work 75 painting road surface marking with adequate no. of coats to give uniform finish with read mixed road marking paint conforming to is: 164, on bituminous surface in white/yellow shade including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete.old work ( one or more coats) 76 providing and laying at or near ground level factory made kerb stone of m-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of the joints except at sharp curve shall not to be more than 5mm) including making drainage opening wherever required complete etc. as per direction of engineer-incharge (length of finished kerb edging shall be measured for payment). (precast c.c. kerb stone shall be approved by engineer-in-charge). 77 manufacturing supplying and fixing retro reflective sign boards made up of 2mm thick aluminum sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type-iv of astm-d-4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per irc : 67-2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of astm-d-4956-01 and fixing the same with suitable sized aluminum alloy rivets @ 20cm c/c to back support frame of m.s. angle iron of size 25x25x3mm along with theft resistant measures mounted and fixed with 2 nos. m.s. angles of size 35x35x5mm to a vertical post made upto m.s. tee section ismt 50x50x6mm welded with 16.0 (road work) 224 base plate of size 100x100x5mm at the bottom end and including making holes in pipes, angle flats, providing and fixing m.s. message plate of required size steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical m.s.-tee support to be painted in black and white colours). backside of aluminum sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coats including all leads and lifts etc. complete as per drawing, specification and direction of engineer-in-charge. 16.66.1 mandatory/regulatory sign boards of 900 mm diameter with part as length of 3750 mm. 78 structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete 79 structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. welded 80 supply and filling of rbm of specified grade including spreading, watering, ramming, compacting with prr of 8 to 10 tonne capacity material availabe at site

Central Government/Public Sector

TRN :49054084 | 10 Jun, 2025

Tender Value : 28.00 Crore

Abohar - Punjab

Tender for tender for provision of deficient married accommodation at fazilka mil stn (job no: - mwp/swc-02/2024-25); 1 lump sum price worked out by the tenderer for“building /structure works as listed in schedule ‘a’ section - i 2 sch a section- ii, internal electrification works and flame proof fittings 3 material and labour for concealed point wiring for one light point/fan point controlled by one switch (using red, black and green colour wires as colour coding) complete with 2.5 sqmm (nominal cross section area)single core frlsh pvc insulatedunsheathed and multi strand copper conductor cable 1100 volt (isi marked)drawn through andincludingpvc conduit 20mm dia (medium duty, isi marked) with all fittings and all accessories i.e. pipe bend, pipe hook, elbow, junction boxes etc., including pressed steel powder coated sunken terminal box suitable for modular switch socket (min 50mm deep and 1.6mm thick sheet, suitable size) concealed in wall, including inner and outer plates (cover plate) suitable for fixing the modular switches/ socket / regulator etc, including provn of 2.5 sqmm single core frlsh pvc insulated multi strand copper conductor wire continues as earth wire connected to earth dolly etc. including cutting chases in wall and making good disturbed surfaces of walls/ceiling/floors etc. by using cm (1:3)including fixing ofswitch/socket/regulator etc complete all as specified and as directed. (switch, socket, regulator shall be measured and paid separately under appropriate item of boq as supply only but cost of labour for fixing the same shall deemed to be included in the unit rate. ). 4 -do- all as per srl no. 3 above but one three pin switch socket outlet 5 amps on the same borad 5 -do- all as per srl no. 3 above but one call bell controlled by one bell switch 6 -do- all as per srl no. 3 above but wiring with 2.5 sqmm multistranded cable and earth wire with copper conductor of size 2,5 sqmm for 5 amps point (on independent board) 7 material and labour for concealed point wiring for one socket outlet 15/20 amps point controlled by one switch (on independant board) (using red, black and green colour wires as colour coding) complete with 4 sqmm (nominal cross section area)single core frlsh pvc insulatedunsheathed and multi strand copper conductor cable 1100 volt (isi marked)drawn through andincludingpvc conduit 25mm dia (medium duty, isi marked) with all fittings and all accessories i.e. pipe bend, pipe hook, elbow, junction boxes etc., including pressed steel powder coated sunken terminal box suitable for modular switch socket (min 50mm deep and 1.6mm thick sheet, suitable size ) concealed in wall, including inner and outer plates (cover plate) suitable for fixing the modular switches / socket, including provn of 4 sqmm single core frlsh pvc insulated multi strand copper conductor wire continues as earth wire connected to earth dolly etc. including cutting chases in wall and making good disturbed surfaces of walls/ceiling/floors etc. by using cm(1:3), including fixing ofswitch, socket complete all as specified and as directed. (switch, socket shall be measured and paid separately under appropriate item of boq as supply only but cost of moudlar cover plate with frame and labour for fixing the same shall deemed to be included in the unit rate). 8 supply only modular switch 6amps, piano flush type, single pole, one way (1 module) complete all as specified and as directed by engineer-in-charge (laminated sheet top cover is included in point wiring). 9 supply only modular switch 16amps,piano flush type, single pole, one way (1 module) complete all as specified and as directed by engineer-in-charge (laminated sheet top cover is included in point wiring). 10 supply only modularsocket outlet 2 in 1, 6amps,flush type fixed on laminated sheet top cover complete all as specified and as directed by engineer-in-charge (laminated sheet top cover is included in point wiring). 11 supply only modularsocket outlet 5 in 1, 16amps,flush type fixed on laminated sheet top cover complete all as specified and as directed by engineer-in-charge (laminated sheet top cover is included in point wiring). 12 supply and fixing ceiling rose, polycarbonate, isolated body, surface bakelite 2 to 3 terminal, 240 volts, 5/6 amp, isi marked complete all as specified and as directed by engineer-in-charge. 13 supply and fixingelectric calling bell ding dong type, ac 230 volts single pole including making elctric connection complete all as specified and as directed by engr-in-charge. 14 supply only modular bell push switch, piano flush type, 6amps, single pole, one way (1 module) fixed on laminated sheet top cover (laminated sheet top cover is included in point wiring) complete all as specified and as directed by engineer-in-charge. 15 supply and hanging /fixing ceiling fan 1200 mm sweep ac supply (input voltage range ; 120 to280v), bldc type, 5 star rated, bee and isi marked super enamelled, copper winding of b class insulation, single phase, maximum 30w (± 10%), temperature rise 40 degree maximum without remote with and including capacitive regulator, 03 no blades, down rod including accessories, white colour, total harmonic less than 10%, 5 speed, hanging in position including making connection with flexible cord three core twisted copper conductor of suitable sizefrom ceiling rose to fan complete all as specified and as directed by engr-in-charge.note :- (i) serial number as issued by engr-in-charge of celing fan and ge office name shall also be written on fan with red colour permanent marker and fixing of regulator on switch board, cost for the same shall deemed to be included in the quoted unit rate nothing extra shall be paid on this account 16 supply and fixing exhaust fan (heavy duty) steel body, ac single phase 230v, 50hz, 900rpm, size 300mm sweep with blades and frame including new mosquito stainless steel wire mesh of guage 0.36mm with suitable wooden frame protection against birds etc mounted in suitable opening arrangement in wall and electric connection with and including three core pvc insulated pvc sheathed copper conductor flexible cable 24/0.2mm drawn in flexible pvc conduit and hanging on wall with 4 nos steel fastners 12mm dia 200mm long and making good the disturbed surface complete all as specified and as directed by engineer-in-charge.note :- (i) serial number as issued by engr-in-charge of fan and ge office name shall also be written on fan with red colour permanent marker, cost for the same shall deemed to be included in the quoted unit rate nothing extra shall be paid on this account (ii) cost for making suitable cutting/opening in wall for fixing of exhaust fan including making good disturbed surface and masonary work shall deemed to be included in the quoted unit rate nothing extra shall be paid on this account. 17 supply and fixed for spn 8 way, 240 volt distribution board door made out of crca mild steel sheet surface with insulated material like polyester or with powder coating surface mounting with bus bar rating 200 amps, dust and vermin proof, ip-43 protected, suitable for incorporation of mcbs and isolators etc complete all as specified and as directed by engineer-in-charge. 18 supply and fixed for spn 6 way, 240 volt distribution board door made out of crca mild steel sheet surface with insulated material like polyester or with powder coating surface mounting with bus bar rating 200 amps, dust and vermin proof, ip-43 protected, suitable for incorporation of mcbs and isolators etc complete all as specified and as directed by engineer-in-charge. 19 supply and fixed for spn 4 way, 240 volt distribution board door made out of crca mild steel sheet surface with insulated material like polyester or with powder coating surface mounting with bus bar rating 200 amps, dust and vermin proof, ip-43 protected, suitable for incorporation of mcbs and isolators etc complete all as specified and as directed by engineer-in-charge. 20 supply and fixed for tpn distribution board 4 way vertical type double door made out of crca mild steel sheet surface with insulated material like polyester or with powder coating flush/surface mounting with copper bus bar suitable rating with neutral bar and earth bar and cable tie for cable management, ip-54 protection and provision and including mccb 4 pole 160 amp, 16 ka as incomer and mcbs as outgoing, dust and vermin proof complete all as specified and as directed by engineer-in-charge. 21 supply and fixed of mcb suitable for 240 volts ac supply, spn with over load and short circuit protection and rupturing capacity not less than 10 ka, c curve as 6 to 32 amps complete all as specified and as directed by engineer-in-charge. 22 supply and fixed of mcb suitable for 240 volts ac supply, spn with over load and short circuit protection and rupturing capacity not less than 10 ka, b curve as 40 amps complete all as specified and as directed by engineer-in-charge. 23 supply and fixed of mcb suitable for 240 volts ac supply, spn with over load and short circuit protection and rupturing capacity not less than 10 ka, b curve as 6 to 32 amps complete all as specified and as directed by engineer-in-charge. 24 supply and fixing blanking plate of plastic suitable for any type of db complete all as specified and as directed by engineer-in-charge. 25 material and labour for submain wiring comprising single core, 2 runs of 4.0 sqmm nominal cross sectional area multi stranded frls copper conductor cable, pvc insulated unsheathed 1100 volts grade drawing in and including pvc conduit of size min 20mm dia isi marked and its fittings concealed in floor/roof / wall complete including provision of 01x4.0 sqmm nominal cross sectional area multi stranded frls copper conductor cable, pvc insulated unsheathed 1100 volts grade as earth wire and using color code as per is complete all as specified and as directed by engineer-in-charge. note : meter of pipe including fitting and 3 runs of single core cable shall be measured as unit runing meter. additional wire/cable required for connecting to mcb shall be included in overall cost quoted. 26 material and labour for submain wiring comprising single core, 2 runs of 6.0 sqmm nominal cross sectional area multi stranded frls copper conductor cable, pvc insulated unsheathed 1100 volts grade drawing in and including pvc conduit of size min 25mm dia isi marked and its fittings concealed in floor/roof / wall complete including provision of 01x6.0 sqmm nominal cross sectional area multi stranded frls copper conductor cable, pvc insulated unsheathed 1100 volts grade as earth wire and using color code as per is complete all as specified and as directed by engineer-in-charge. note : meter of pipe including fitting and 3 runs of single core cable shall be measured as unit runing meter. additional wire/cable required for connecting to mcb shall be included in overall cost quoted. 27 material and labour for submain wiring comprising single core, 2 runs of 10.0 sqmm nominal cross sectional area multi stranded frls copper conductor cable, pvc insulated unsheathed 1100 volts grade drawing in and including pvc conduit of size min 25mm dia isi marked and its fittings concealed in floor/roof / wall complete including provision of 01x6.0 sqmm nominal cross sectional area multi stranded frls copper conductor cable, pvc insulated unsheathed 1100 volts grade as earth wire and using color code as per is complete all as specified and as directed by engineer-in-charge. note : meter of pipe including fitting and 3 runs of single core cable shall be measured as unit runing meter. additional wire/cable required for connecting to mcb shall be included in overall cost quoted. 28 material and labour for earthing complete with galvanised iron earth plate electrode of size 600 x 600 x 6 mm buried directly in ground (earth pit not less than 2.25 mtr deep below ground level ) with top edge of the plate not less than 1.5 metre below normal ground level, connected to and including giearthing wire of size 4 mm dia by means of gi bolts/nuts/washers and protected by 15 mm bore gi light grade pipe upto test point or upto main switch board, ht/lt equipments, fixing with 02 nos nuts and bolts and protection pipe fixed with and including flat iron clamps, bolts, nuts and washers. earth plate shall be surrounded by alternate packed layer 15 cm thick of charcoal or coke and common saltall around bottom and top. 20 mmbore gi medium grade pipe for watering and including funnel, wire mesh, pcc chamber pit made with pcc (1:3:6) type c1 (using 20 mm graded stone aggregate) including necessary form work, excavation and earth work in any type ofsoil, returning filling and disposal of surplus soil to a distance not exceeding 50m,pit cover 40mm thick made with rcc (1:2:4) type b1 (using 20 mm graded stone aggregate) including tmt reinforcement 8mm dia @ 75mm c/c both way, ms handle 12mm dia, cover rest on ms angle iron frame 40x40x6mm embeded in concrete duly painted with two coats of synthetic enamel paint over a coat ofred oxide primer, complete all as specified & shown in electrical plate no. 3 ofssr 2009 (part-i) complete all as specified and as directed by engineer-in-charge.note:- (i) pcc chamber shall be constructed at least 1.5 metre away from the earth electrode and pipe for watering shall be provided in slanting manner. (ii) protection pipe and gi earthing wire upto test point or upto electric equipment from top of earth plate shall be included in the unit rate of this item. (iii) the earth testing arrangement should be done by the contractor as per direction of engineer-in-charge. 29 supply and fixing led tube light fitting polycarbonate housing 1 x 18/20watt, appx 4 feet long, with decorative box linear, housing environment friendly, including electric connection with using 2 core flexible copper conductor cable of size 01 sqmm from ceiling rose to tube fitting, complete fitting with all accessories and following specifications, complete all as specified and directed by engineer-in-charge :- (a) lumen system efficacy of luminaire should be minimum 100 lumen per watt.(b) input voltage range : 140 to 270 volts.(c) temp operating range : minus 10°c to plus 45°c(d) power factor : minimum 0.95 (e) thd : current thd max10% and voltage thd max 5%(f) ip rating : ip-20.(g) aluminium housing & integrated electronic driver(h)led driver of the same make as of the luminaire.(j) led driver should be complete with all protections vizopen/short circuit protection, over voltage protection, all as per standard design of manufacturer.(k) surge protection minimum 2.5 kv. (l) cct : minimum 6500k(m) cri : more than 80 (n) rated life time : 50000 burning hrs @l70 (average 10 to 12 hrs daily) 30 supply and fixing led tube light fitting polycarbonate housing 1 x 10watt, appx 2 feet long, with decorative box linear, housing environment friendly, including electric connection with using 2 core flexible copper conductor cable of size 01 sqmm from ceiling rose to tube fitting, complete fitting with all accessories and following specifications, complete all as specified and directed by engineer-in-charge :- (a) lumen system efficacy of luminaire should be minimum 100 lumen per watt.(b) input voltage range : 140 to 270 volts.(c) temp operating range : minus 10°c to plus 45°c(d) power factor : minimum 0.95 (e) thd : current thd max10% and voltage thd max 5%(f) ip rating : ip-20.(g)led driver of the same make as of the luminaire.(h) led driver should be complete with all protections vizopen/short circuit protection, over voltage protection, all as per standard design of manufacturer.(j) surge protection minimum 2.5 kv. (k) cct : minimum 6500k(l) cri : more than 80 (m) rated life time : 50000 burning hrs @l70 (average 10 to 12 hrs daily) 31 supply and fixing led lamp 1x9 watt including pvc holder with complete suitable for fixation on wall/roof with body robust corrosion resistant, superior flnish and without any cracks of through holes complete all as specified and directed by engineer-in-charge 32 supply and fixing energy efficient led security light fitting of 35w pressure die cast aluminium housing/body, heat resistant clear toughened glass,better optics for uniform distribution street/roadway luminaire, with driver, including electric connection with using 3 core flexible copper conductor cable 1.5sqmm from ceiling rose to light fitting, fixing the light fitting with new bracket made out of gi tubing medium grade 32mm dia, 1.2 metre long bent to shape at 32 degree angle at half metre from bottom, including two nos clamps made out of ms flat iron size 25x3 mm with suitable nuts and bolts for fixing of bracket including painting to ms clamp and nut bolts with two coats of aluminium paint over a coat of red oxide primer, complete fitting with all accessories and following specifications, complete all as specified and directed by engineer-in-charge :- (a) lumen system efficacy of luminaire should be minimum 100 lumen per watt.(b) input voltage range : 140 to 270 volts (c) temp operating range : minus 10°c to plus 50°c (d) power factor : minimum 0.95(e) thd : max10%.(f) ip rating : ip66. (g) ik rating:minimum ik07 (h) built in potted led driver of the make as of the luminaire.(j) led driver should be complete with all protections vizopen/short circuit protection, over voltage protection, all as per standard design of manufacturer.(k) surge protection 10 kv (inbuilt + extended) (l) cct : 5700 k. (m) cri: more than 80 (n) lens - high efficiency wide angle lens. (o) bis approved fixtures and driver (p) rated life time : 50000 burning hrs @l70 (average 10 to 12 hrs daily) 33 rigid non metallic pvc conduit 20mm dia (external) for sub main/telephone wiring inclusive of all fittings such as tees, bends, elbow, reducers, junction boxes bell mouth tube ends and all fixing accessories such as couples, bolts, nuts, saddles, pipe hooks etc complete all as specified and as directed by engineer-in-charge. 34 material and labour for mild steel boxflush mounted of size 100mm x100mmx100mm having holes for 20 mm conduit entry including 02 pin tv socket outlet flush type marked with symbol of tv and 03 mm thick plastic laminated sheeet cover and making good disturbed surfaces of walls by using cm (1:3)complete all as specified and as directed by engineer-in-charge 35 supply, installing, commissioning and testing of electric water heater (geyser) storage type abs body of capacity 25 litres, bee approved 5 star rating, 230 v , single phase, ac supply, inner tank made out of heavy duty stainless steel sheet (designed with single weld line, factory tested with hydraulic pressure as per latest is code) with glass lined coating complete with all accessories such as safety valve, thermostate, nrv, connection piece pvc connection 600mm long heavy duty suitable for hot and cold water, three core pvc insulated pvc sheathed copper conductor flexible cable, 04 nos suitable size mild steel l-hook fastener with washer for hanging the geyser and making good the disturbed surface complete all as specified and directed by engr-in-charge. 36 supply and fixing for led light fitting 1x9w/1x10wbulkhead luminaires including led light driver holder connecting up with three core flexible copper conductor cable of suitable size complete all as specified and as directed. 37 supply and fixing earth continuity conductor or main earthing lead 32x6mm galvanised iron strip including nuts bolts and washer fixed to wall with saddles and fixing screws or recess or chases or buried in ground or drawn in conduit/pipe or fixed to poles or any other indicated situation for loop earthing etc. as required including making good disturbed surface complete all as specified and as directed.note :- (i) conduit/pipe as required, same shall be measured & paid separately under respective item of this sch/boq. 38 subtotal 39 lump sum price worked out by the tenderer for“internal water supply works as listed in schedule ‘a’ section - iii (part-i) 40 sch a sec - iii (part-ii), internal water supply works 41 supply and fixing two way bib cock/angle stop valve with flange, cast copper alloy chromium plated, screwed down high pressure with on/off handle screwed ends suitable for 15 mm bore pipe iron pipe or for brass ferrule/unions and fixed complete all as specified and as directed. 42 supply and fixing chlorinated polyvinyl chloride (cpvc) pipe heavy duty outer dia 16 mm having thermal stability for hot and cold water supply including all new cpvc fittings plain & brass threaded like elbow, tee, union, socket, reducer etc. including cpvc solvent cement for jointing and fixed complete to walls, ceiling or laid in floor including complete all as specified and as directed by engineer-in- charge. note :- cutting chases if required same shall be measured and paid separately under appropriate item of boq. 43 supply and fixing chlorinated polyvinyl chloride (cpvc) pipe heavy duty outer dia 20 mm having thermal stability for hot and cold water supply including all new cpvc fittings plain & brass threaded like elbow, tee, union, socket, reducer etc. including cpvc solvent cement for jointing and fixed complete to walls, ceiling or laid in floor including complete all as specified and as directed by engineer-in- charge. note :- cutting chases if required same shall be measured and paid separately under appropriate item of boq. 44 supply and fixing chlorinated polyvinyl chloride (cpvc) pipe heavy duty outer dia 25 mm having thermal stability for hot and cold water supply including all new cpvc fittings plain & brass threaded like elbow, tee, union, socket, reducer etc. including cpvc solvent cement for jointing and fixed complete to walls, ceiling or laid in floor including complete all as specified and as directed by engineer-in- charge. note :- cutting chases if required same shall be measured and paid separately under appropriate item of boq.note for cpvc pipes : pipes inside the building shall be fixed concealed and outside the buildings shall be fixed on the surface with wall hooks as directed by engr-in-charge. 45 supply and fixing chlorinated polyvinyl chloride (cpvc) pipe heavy duty outer dia 40 mm having thermal stability for hot and cold water supply including all new cpvc fittings plain & brass threaded like elbow, tee, union, socket, reducer etc. including cpvc solvent cement for jointing and fixed complete to walls, ceiling or laid in floor including complete all as specified and as directed by engineer-in- charge. note :- cutting chases if required same shall be measured and paid separately under appropriate item of boq.note for cpvc pipes : pipes inside the building shall be fixed concealed and outside the buildings shall be fixed on the surface with wall hooks as directed by engr-in-charge. 46 supply and fixing single lever concealed diverter incl bath spout & shower complete all as specified and as directed by engineer-in-charge. 47 supply and fixing for brass chromium plated aquaguard/ro inlet valve or diverted valve with nozzle compatible for all type of water purifier fixing to steel pipe of socket of 15mm bore complete all as specified and as directed by engineer-in-charge. 48 supply and fixing for 40mm bore cpvc long handle vavle complete all as specified and as directed by engineer-in-charge. 49 supply and fixing health faucet fancy type, cp including 1.25 meter long 8mm dia flexible tube and including wall hook and fixing material complete all as specified and as directed by engineer-in-charge. 50 subtotal 51 lump sum price worked out by the tenderer for“road, pcc tiles andhume pipe culvert works) as listed in schedule ‘a’ section -iv (part-i) 52 sch a sec - iv (part-ii), road, pcc tiles andhume pipe culvert works 53 material and labour for premix bituminous concrete 40mm consolidated thicknesswith min 5.4 % binder content (bitumen of grade vg-30)by weight of total mix using sensor paver electronic sensing device for automatic leveling and profile control withi the specified toleranceand internal heating arrangement for the screed all as specified in table 500-17 of morth specification for road and bridge works 2013, rolled and compacted to required camber and gradient with tandem vibratory roller 8 to 12 tonne power roller to a uniform smooth surface complete all as specified and as directed by engineer-in-charge. 54 material and labour for thermo plastic paint road marking 2mm thick painting (lines, dashes, arrows, letters etc) with road safety spikeries glass beads @ 8% by weight including preparation of new or previously treated road surfaces and applying paint by using special applicator machine with heating arrangement complete all as specified and as directed by engineer-in-charge 55 supply and laying/fixing 80mm thick factory made chamfered edge cement concrete paver block of m-40 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & lick compacted bed farce dory meinod using fu mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand;complete all as specified and as directed by engineer-in-chargenote:- tiles shall be approved by ge before incorporation in the work. 56 material and labour for sand cushioning, with dry and clean tibba sand (for under ground cable) 8 cm before laying cable and 15 cm after laying and punned to 18 cm after laying of cablecomplete all as specified and as directed.note:- (i) punned thickness shall be considered for payment purpose (ii) approved sand free from vegetations, grass and other deleterious substances shall be used. 57 material and labour for concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and as directed. 58 subtotal 59 lump sum price worked out by the tenderer for“(area drainageworks) as listed in schedule ‘a’ section -v 60 lump sum price worked out by the tenderer for“sewage disposal works as listed in schedule ‘a’ section - vi (part-i) 61 sch a sec - vi (part-ii), sewage disposal works 62 supply and laying dwcpe (sn8) drain pipes 180 (od)/163(id) mm dia pipe as per is-16098 (part-ii), laid in trenches on and including bed 100mm thick beding comprising of well compacted clean poorly graded gravel, gravel/sand mixture with little or no fines to required slope, including all accessories/fittings/jointing ring, jointing and testing complete all as specified and as directed by engineer-in-charge.note : excavation, earth work and pedestal /anchorage if required shall be measured & paid separately under respective item of sch 63 supply and laying dwcpe (sn8) drain pipes 200 (od)/175(id) mm dia pipe as per is-16098 (part-ii), laid in trenches on and including bed 100mm thick beding comprising of well compacted clean poorly graded gravel, gravel/sand mixture with little or no fines to required slope, including all accessories/fittings/jointing ring, jointing and testing complete all as specified and as directed by engineer-in-charge.note : excavation, earth work and pedestal /anchorage if required shall be measured & paid separately under respective item of sch. 64 subtotal 65 lump sum price worked out by the tenderer for“security fencing and gate works as listed in schedule ‘a’ section - vii 66 lump sum price worked out by the tenderer for “external water supply works as listed in schedule ‘a’ section-viii (part-i) 67 sch a sec - viii (part-ii),external water supply works 68 supplying, laying, jointing and testing ductileiron pipe (isi marked) class k-7, bore 150mm, confirming to is : 8329-2k, spigot & socketed ends centrifugally cast, with cement mortar lining inside and metallic zinc coating with finishing layer of bituminous paint on outside the pipe, suitable for and including rubber tyton joints (push-on joint) complete all as specified and as directed by engineer-in-charge.note : (i)earth work, di specials/ fittings shall be measured and paid separetly however cost of joining is included in overall cost quoted by the contractor. (ii) test certificate for pipes from manufacturer shall be produced. no payment shall be entertained without test certificate. 69 supply and fixing cast iron sluice valve 150 mm dia with flanged ends class pn 1.6(heavy duty isi marked) confirming to is:14846-2000, drilled type, complete with stainless steel spindle, ci gate with brass ring, iron wheel handle, complete including jointing material such as nuts, bolts, washers and rubber sheet insertion 3.0mm thick at both ends etc complete all as specified and as directed by engineer-in-charge. 70 material and labour for construction of brick masonary valve pit chamber size 90 x90 x90 cm (internal dimension) using sub class b bricks complete including excavation & earth work, returning fillig and disposal of surplus soil to distance not exceeding 50m and deposited where directed, pcc (1:3:6) type c-2 using 40 mm graded stone aggregate in foundation, coping on top in pcc (1:2:4) type b-1 using 20 mm graded stone aggregate, brick work in cement mortar (1:4), inner plaster 12 mm thick in cm (1:3) finished even and smooth and pionting flush externally as the work proceeds in the same mortar, ms sheet cover 3.15mm thick mounted on angle iron frame of size 40 x 40 x 6mm with handle and locking arrangement duly painted with two coats of synthetic enamel paint over a coat ofred oxide primer and embeded portion of ms work duly applying black bitumenous paint before embeded complete all as specified and as directed by engineer-in-charge. 71 subtotal 72 lump sum price worked out by the tenderer for“external electrification and lightning protection works as listed in schedule ‘a’ section - ix (part-i) 73 sch a sec - ix (part-ii), external electrification and lightning protection works 74 supply and fixing lightning arresters ht 11000 v non linear expulsion type complete with all fittings, transmission class, discharge capacity 65 kilo amp, confirming to is 3070 (part-i) 1985 complete all as specified and as directed by engineer-in-charge. 75 supply, installing, commissioning & testing energy efficient transformer suitable for 315 kva (level-2) step down floor mounted outdoor type 11/0.433kv, 3 phase, 50 hz ac, double wound core type copper wound, oil immersed, air naturally cooled with external cooling tubes, transformer delta connection on hv side and star connected on lv side in accordance with vector symbol dyn-11 (vector group 4) with neutral brought out on lv side with for earthing and having tapping on hv side for constant output so as to alter/vary secondary voltage (tapping range + 5 %to - 10% in equal step of 2.5 % ) changed by means of manually operated off load taps changing gear. the voltage regulation shall be as per is including first fill of transformer oil as per is-335 and including all fittings/accessories. the limit of temperature rise after continuous full load run as specified in is-1180 (part-i) 2014 and bee certified shall be suitably adjusted to suit the maximum ambient temperature of 55 degree centigrade as prevalent complete all as specified and as directed and shall be comprised with the following fittings and accessories :- 76 (a) oil conservator tank with fillings holes and cap filter type drain valve and oil level gauge. (b) silica gel breather with connecting pipe, first fill of dehydrating agent. (c) explosion relief mounted on tank with double diaphram and equalizer pipe connected to conservator air tank (pressure release valve) (d) air release valve plug (e) one cable box on lv side (secondary) consisting of 04 nos porcelain bushing with nuts, washers & bushing rods with 01 cable gland suitable for reception of taking out suitable size cable, including gland joints complete all as specified (f) explosive vent (g) 01 no 100 mm dial type thermometer vapor pressure type having range 0-120 degree centigrade with max temp indicator and resetting device incl max reading pointer washer etc. (h) thermometer pocket on tank cover (j) 04 nos plain solid ci detachable rollers (k) two nos earthing terminals marking plate. (l) rating plate and terminal marking plate(m) extra bushing for neutral outside the cable box brought out on lv side. (n) first filling of oil conforming to is and tested upto 60 kv dielectric strength (o) lifting lugs (p) oil drain valve with plug (q) one cable box on hv side (primary) consisting of 01 cable gland suitable for reception of taking in ht cable including gland joints complete all as specified (r) hand hole of sufficient size to assess interior of tank (s) dehydrating breather with first filling of dehydrating agent (t) two earthing terminal on tank body to facilitate fixing of 32x6mm gi strip. (u) rating plate with terminal marking plate (v) inspection cover. 77 supply, installation, commissioning and testing of factory made (cpri approved) lt panel board of suitable size, outdoor type (double door both side openable including locking arrangements) 415 volts, dust proof, vermin proof made out of crca sheet 3.15 mm thick powder coated and fully compartmentalized inner panel with 2 mm thick crca sheet powder coated, to accommodate the incoming and outgoing each switch gear shall have be independent opening and having provision for front and rear side opening with double door with hinges including provision of rubber beading and brass cable glands for each cable to make it weather and vermin proof, provision of air fins for ventilation, complete with separate bus bar chamber, panel shall be mounted on angle iron frame and 04 nos legs made from angle of size 50x50x6mm, legs shall be 750 mm long, 300 mm grouted in blocks of pcc (1:2:4) type b-1 (using 20 mm graded stone aggregate) with 450 mm ground clearance, frame and legs duly spray painted with seven tank process internally and externally with two coats of synthetic enamel over a coat of red oxide primer, internal wiring of panel board with solid conductor copper cable single core of suitable size, danger notice plate for lt with conventional skull and bones duly rivited/ pasted to the panel board door, complete including all connection incoming/ outgoing all as directed by engr-in-charge and comprising of following accessories:- 78 (a) copper bus bar of 800 amp capacity, 4 strip mounted on porcelain insulators. (b) mccb 4 pole with thermal magnetic release adjustable type with breaking capacity 36 ka, 500 amp (incomming).(c) mccb 4 pole with thermal magnetic release adjustable type with breaking capacity 25 ka, 125 amp - 07 (for 07 blocks).(d)mcb tpn 32 amps -01 nos (for street lights).(e) digital voltmeter 96x96mm flush secure panel mounting type 0-500v with selector switch -01.(f) digital amp meter 96x96mm flush secure panel mounting type 0-400amp with selector switch with ct -01. (g) ryb led indicating lamp set of three -01. 79 supply, installation, commissioning and testing of factory made (cpri approved) lt panel board of suitable size, outdoor type (double door both side openable including locking arrangements) 415 volts, dust proof, vermin proof made out of crca sheet 3.15 mm thick powder coated and fully compartmentalized inner panel with 2 mm thick crca sheet powder coated, to accommodate the incoming and outgoing each switch gear shall have be independent opening and having provision for front and rear side opening with double door with hinges including provision of rubber beading and brass cable glands for each cable to make it weather and vermin proof, provision of air fins for ventilation, complete with separate bus bar chamber, panel shall be mounted on angle iron frame and 04 nos legs made from angle of size 50x50x6mm, legs shall be 750 mm long, 300 mm grouted in blocks of pcc (1:2:4) type b-1 (using 20 mm graded stone aggregate) with 450 mm ground clearance, frame and legs duly spray painted with seven tank process internally and externally with two coats of synthetic enamel over a coat of red oxide primer, internal wiring of panel board with solid conductor copper cable single core of suitable size, danger notice plate for lt with conventional skull and bones duly rivited/ pasted to the panel board door, complete including all connection incoming/ outgoing all as directed by engr-in-charge and comprising of following accessories:- 80 (a)aluminium bus bar cap 150 amp capacity with heat shrinkable pvc colour sleeves - 04 nos.(b) mccb 4 pole with thermal magnetic release adjustable type with breaking capacity 36 ka, 100 amp (incomming).(c) mcb spn with thermal magnetic release adjustable type with breaking capacity 16 ka, 32 amp - 16 (outgoing).(d) digital voltmeter 96x96mm flush secure panel mounting type 0-500v with selector switch -01.(e) digital amp meter 96x96mm flush secure panel mounting type 0-400amp with selector switch with ct -01. (f) ryb led indicating lamp set of three -01. 81 supply, installation, commissioning and testing of factory made (cpri approved) lt panel board of suitable size, outdoor type (double door both side openable including locking arrangements) 415 volts, dust proof, vermin proof made out of crca sheet 3.15 mm thick powder coated and fully compartmentalized inner panel with 2 mm thick crca sheet powder coated, to accommodate the incoming and outgoing each switch gear shall have be independent opening and having provision for front and rear side opening with double door with hinges including provision of rubber beading and brass cable glands for each cable to make it weather and vermin proof, provision of air fins for ventilation, complete with separate bus bar chamber, panel shall be mounted on angle iron frame and 04 nos legs made from angle of size 50x50x6mm, legs shall be 750 mm long, 300 mm grouted in blocks of pcc (1:2:4) type b-1 (using 20 mm graded stone aggregate) with 450 mm ground clearance, frame and legs duly spray painted with seven tank process internally and externally with two coats of synthetic enamel over a coat of red oxide primer, internal wiring of panel board with solid conductor copper cable single core of suitable size, danger notice plate for lt with conventional skull and bones duly rivited/ pasted to the panel board door, complete including all connection incoming/ outgoing all as directed by engr-in-charge and comprising of following accessories:- 82 (a)aluminium bus bar cap 150 amp capacity with heat shrinkable pvc colour sleeves - 04 nos.(b) mccb 4 pole with thermal magnetic release adjustable type with breaking capacity 16 ka, 100 amp (incomming).(c) mcb spn with thermal magnetic release adjustable type with breaking capacity 16 ka, 20 amp - 07 (outgoing).(d) digital voltmeter 96x96mm flush secure panel mounting type 0-500v with selector switch -01.(e) digital amp meter 96x96mm flush secure panel mounting type 0-100amp with selector switch with ct -01. (f) ryb led indicating lamp set of three -01. 83 supply and fixing cable junction box of size 280mm x 200mm x100mm or any other higher size (suitable for pole mounting) complete with fixing accessories. junction box should be insulated and made out of polycarbonate with glass fiber re-inforced material. the polycarbonate junction box shall be environment frinedly, recyclable, uv resistant, halogen and silicon free, anti acid and anti corrosive. the junction box knock out on four side wall and following specifications and all as directed by engr-in-charge :-(a) the junction box shall be rated for degree ofip 65 (ingress protection) in accordance with iec 60529.(b) the gasket material shall be polyurethane or silicon and gasket shall be internally embedded.(c) junction box must meet the provision laid down in iec 60998-1, iec-60695-22, iec 60670-2 to 5 and grey color according to ral-9011/ 7035.(d) the manufacturer of junction box shall submit a copy of iec certificate and glow wire test for 960 degree.(e)junction box shall be fire retardant and self extiguishing in accordance with iec60695-2 to 11, din vde 0304 part-3, ul94 v-2 flammability standard. (f) the impact strength of polycarbonate enclosures /boards i.e. the degree of protection against mechanical load shall be in accordance with en 50298-98 for ik08.(g) junction box shall have 4 pole tinned copper bus bar of size 25mmx3mm complete with one number 20amp mcb sp 10ka (h) manufacturer should submit routine test certificate for junction box. (j) suitable size of mild steel clamps and screws/nut bolt shall be used for fixing of junction box.. 84 material and labour for earthing complete with galvanised iron earth plate electrode of size 600 x 600 x 6 mm buried directly in ground (earth pit not less than 2.25 mtr deep below ground level ) with top edge of the plate not less than 1.5 metre below normal ground level, connected to and including giearthing strip 32x6mm by means of gi bolts/nuts/washers and protected by 40 mm bore gi light grade pipe upto 7.5 mtr length, fixing with 02 nos nuts and bolts and protection pipe fixed with and including flat iron clamps, bolts, nuts and washers. earth plate shall be surrounded by alternate packed layer 15 cm thick of charcoal or coke and common saltall around bottom and top. 20 mmbore gi medium grade pipe for watering and including funnel, wire mesh, pcc chamber pit made with pcc (1:3:6) type c1 (using 20 mm graded stone aggregate) including necessary form work, excavation and earth work in any type ofsoil, returning filling and disposal of surplus soil to a distance not exceeding 50m,pit cover 40mm thick made with rcc (1:2:4) type b1 (using 20 mm graded stone aggregate) including tmt reinforcement 8mm dia @ 75mm c/c both way, ms handle 12mm dia, cover rest on ms angle iron frame 40x40x6mm embeded in concrete duly painted with two coats of synthetic enamel paint over a coat ofred oxide primer, complete all as specified & shown in electrical plate no. 3 ofssr 2009 (part-i) complete all as specified and as directed by engineer-in-charge.note:- (i) pcc chamber shall be constructed at least 1.5 metre away from the earth electrode and pipe for watering shall be provided in slanting manner. (ii) protection pipe and gi earthing strip upto 7.5 mtr from top of earth plate shall be included in the unit rate of this item. (iii) the earth testing arrangement should be done by the contractor as per direction of engineer-in-charge. 85 material and labour for sand cushioning, with dry and clean tibba sand (for under ground cable) 8 cm before laying cable and 15 cm after laying and punned to 18 cm after laying of cablecomplete all as specified and as directed.note:- (i) punned thickness shall be considered for payment purpose (ii) approved sand free from vegetations, grass and other deleterious substances shall be used. 86 s&f for gi steel light grade 32 mm dia bent to shape of offset angle upto 45 degree for fixing of security light fitting gi pipe 1.5 mtrs including ms clamp and nut bolts complete all as specified and as directed by engr-in-charge. 87 subtotal 88 sch a sec - x, fire fighting eqpt works 89 supply and fixing fire hydrant landing valve type a (double head outlet) gunmetal of 65 mm dia with 63 mm dia female outlet complete and 65 mm inlet with rubber blank cap and chain as per is 5290-1983, suitable for brigade hose of 63 mm with couplings conforming to is 903 (for internal hydrant at ground floor to 3rd floor and roof) complete all as specified and as directed. 90 supply, installing, commissioning and testing of fire hose cabinet to be mounted externally near the hydrant post fabricated from 16 swg mssteel of appox size 800 mm x 600 mm x 450 mm with a canopy, door with 4 mm glass encased in heavy grade rubber beading, a key box in built in the box, suitable to accommodate one hydrant valve, one branch nozzle and 30 mtrs hose reel, weather proof, finished with and including painting of two coats of synthetic enamel paint of post office red colour over a coat of red oxide primer ( sample to be approved prior to entire supply) complete all as specified and as directed. 91 supply, installing, commissioning and testingof wall mounting swinging type first aid firehose reel with drum, hanging bracket, 30 mtr long and20mm dia high pressure hose reel as per is 444 with gunmetal shut off nozzle having 5mm dia orifice. the hose reel shall be conforming to is 884-1985. drum shall be fixed on adjoining wall through anchor fasteners/cement concrete book or ms stand as per site requirement complete all as specified and as directed. 92 supply, installing, commissioning and testing of 63mm dia gun metal, short type, instantaneous pattern branch pipe to suit fire hose delivery coupling of 63 mm size complete with gm nozzle of 20 mm nominal size conforming to is 8090 complete all as specified and as directed. 93 supply, installing, commissioning and testing of gun metal body butterfly valves of size 63mm dia, is:210, pn-16, confirming to is:13095 complete all as specified and as directed. 94 supply, installing, commissioning and testing of booster pump 30 m head, 450lpm discharge, 440 v, 3 phase, 50hz confirming to is- 12469 :1988 with ci casing bronze impeller and stainless steel shaft mounted on heavy duty bearings complete all as specified and as directed. 95 supply, installing, commissioning and testing 65mm nominal bore, wall thickness 6mm, ms heavy duty (c class) flanged pipe, isi marked (is : 1239) with all necessary fittings & fabrication like tees, elbows, flanges, reducers, gaskets, nuts and bolts etc welding or screwed joints as required including fixing of pipe with necessary standard clamps structural steel supports (chilly make) as required/directed at site including painting of two coats of synthetic enamel paint of post office red colour over two coats of red oxide primer complete all as specified and as directed. 96 supply and fixing trolley mounted water stored pressure type fire extinguishers, 9 ltr capacity conforming to is:13386 with extinguishing agent :water+afff and propelling nitrogen gas, wall bracket handle fitted with high pressure flexible discharge hose with discharge throw of 2-5 mtrs.,with isi certification markcomplete all as specified and as directed. 97 supply and fixing carbon-di-oxide 3 kgs capacity fire extinguisher (light weight squeeze grip type) fitted with high pressure wire braided hose and horn shall be flat type and equipped with diffuser inside the horn, and cylinder bearing no., confirming to is:15683:2006. fire rating 3a: 89b, isi certification mark complete all as specified and as directed. 98 supply and fixing dry chemical powder fire extinguisher ( abc powder ) 9 kgs capacity stored pressure type, ce mark valve with nrv & safety release provision with epdm rubber hose, the extinguisher is internally coated with epoxy polyester and externally coated with pure polyester powder and confirming to is:15683:2006. fire rating 3a: 89b, isi certification mark complete all as specified and as directed. 99 supply and fixing mechanical foam extinguisher of 9 ltr capacity and confirming to is:15683:2006 complete all as specified and as directed. 100 supply and fixing fire buckets (dry sand)of 7 kg capacity including hanging arrangements complete all as specified and as directed. 101 supply and fixing emergency exit sign board with double side adhesive tape vinyl sticker with forex board (green and white colour) 30 cm x 10 cm complete all as specified and directed. 102 subtotal 103 lump sum price worked out by the tenderer for“lift works as listed in schedule ‘a’ section - xi (part-i) 104 sch a sec - xi (part-ii), (lift works) 105 supply, installing, commissioning and testing 13 passenger lift, having 1.0 m/s car speed, gearless motor suitable for 3- ph, 415 v, 50 hz electric power supply, conforming to is-14665, suitable to serve g + 3 upper floors with ac variable voltage & variable frequency drive (vvvf drive), complete with all standard accessories, simplex full collective operation, centre opening doors with door drive, sliding stainless steel doors, automatic rescue device (ard) system, 2d infrared sensor in full height of door & built in press and speak 3 way intercom. complete all as specified and as directed and shall conform to the following specifications: 106 type of lift : passenger lift 107 capacity of lift : 884 kg, 13 person 108 rise : up to g+3 bldg 109 stop and opening - 04 stops with all opening on the same side 110 controller type : microprocessor based 111 drive : ac vvvf drive 112 power supply : 400/415 volts (3 phase ac) 113 operation : full collective operation 114 car group : simplex type 115 machine : gearless motor located above shaft in machine room 116 traction media : steel rope 117 car finish : rear mid panel, rear corner panel, side mid panels, side corner panels, front panels all are made of stainless steel ss304 with honey comb finish 118 false ceiling finish : stainless steel with hairline finish and with provision for led lights specified here-in-after. 119 ventilation : pvc heavy duty cross flow fans 120 hand rails : stainless steel finish round handrails on rear car panels 121 flooring :20mm thick granite to be provided in the recess car cabin floor and fixing with suitable adhesive over aluminium chequered plate in one piece minimum 3mm thick. 122 car door and landing door finish : stainless steel ss-304, mirror finish outside 123 fire rated doors : fire rating - 60 minutes 124 pit depth: 1600 125 overhead : 4500 126 hoistway dimensions(w x d – mm) : 2500 mm w x 1900 mm d 127 car size (w x d x h - mm) : as per is-14665 (part 3 sec-i) : 2000, height 2200 mm 128 car & hoistway door type : central opening (co) doors 129 door opening (w x h - mm) : 900 mm w x 2000 mm h 130 door operator : vf 131 cop : cop (car operating panel) and lop (landing operating panel) in stainless steel hairline finish with display. 132 car position indicator : dot matrix type 133 hall fixtures : dot matrix type 134 hall fixture face plate : stainless steel hairline finish-ss-304 135 hall button arrangement: hall and call buttons with illumination and braille 136 car and counter weight guide as per oem recommendation 137 terminal buffers metal spring/oil buffer as per oem recommendation 138 standard features :anti-nuisance car call protection, independent service, overload device, nudging, emergency car light unit, infrared curtain door protection, door time protection, emergency alarm button, extra door time of lobby & parking door open/close button, manual rescue operation, auto fan cut off, over speed governor for car 139 also included : emergency firemen’s service, automatic rescue operation, intercom. 140 car enclosure: manufactured with stainless steel frame not less than 1.5mm with honey combfinish (ss-304) having stainless steel false ceiling with hairline finish, internal lighting arrangement with led sleek light fittings (as per manufacturer’s instructions, minimum 04 nos) operated on commercial supply and one led light fitting operated on battery with inverter as emergency light, complete internal ventilation system provided with concealed axial / cross flow fan with auto cut-off system and stainless steel grill / wire-mesh for protection 141 floor announcement system in car cabin 142 signals: (a) combined luminous hall buttons with led hall position indicators at all floors (b) led car position indicator panel of stainless steel (c) car operating panel of stainless steel with luminous buttons in car (d) car direction indicator in car & landing (e) battery operated alarm bell & emergency light (rechargeable) along with suitable maintenance free battery. (the system shall be separate from ard batteries.) (f) overload warning feature in car cabin (display / announcing type both) (g) one firemans switch to be installed at ground floor near landing door. (h) all signal fixtures & car operating panel on hairline stainless steel face plate with hairline finish (j) infrared door sensor safety edge of door for entire height. 143 safety device: (a) automatic rescue device (ard) / automatic landing device operating with maintenance-free batteries having suitable capacity. the batteries must have auto charging facilities. (b) the ard actuation time shall be less than one second after failure of power supply and when ard is operative the car shall stop at the nearest floor and then doors shall open. 144 operation: simplex, full collective automatic operation 145 machine room: located above the hoist way, details as per building drawings 146 hoist way: construction details as per building drawings 147 civil work: necessary civil work viz. making good disturbed surfaces, modification to landing space to suit car size, necessary foundation to machine(s), etc. 148 one number of wall mounted type telephone instrument installed inside of car cabin along with fixing arrangement and telephone cable of suitable size from car cabin to machine room run along with travelling cable. the telephone instrument shall be connected in the telephone db installed in the machine room 149 looking mirror of size 1200x900mm, 5.5mm thick to be provided on rear panel wall (opposite to main door) of car cabin above hand rail 150 provision of suitable size of copper conductor xlpe insulated cable from lift panel installed at ground floor to machine room will deemed to be included the rate quoted by the contractor 151 subtotal 152 lump sum price worked out by the tenderer for“excavation, earthwork and site development works as listed in schedule ‘a’ section - xii 153 schedule a section -xiii (furniture works) 154 almirah small steel as per drawing no. fd-1032 sheet no. 1/1 155 book shelf open (large) steel as per drawing no. fd-69(m) sheet no. 1/1 156 bed hard as per drawing no. fd/e6/map/08(r) sheet no. 1/1 157 chair verandah as per drawing no. fd/e6/map/11 sheet no. 1/1 158 charpoy folding ip with hard top as per drawing no. fd-388(r) sheet no 1/1 159 peg table as per drawing no. fd/map/11 sheet no. 1/1 160 rack shoe steel as per drawing no. fd/e6/map/02(r) sheet no. 1/1 161 table bed side as per drawing no. fd/e6/map/15(r) sheet no. 1/1 162 table centre as per drawing no. fd/map/08 sheet no. 1/1 163 dressing table including stool as per drawing no. fd/map-ii/07 sheet nos 1/2 & 2/2 164 chair dining jcos/ors as per drawing no. fd/map-ii/05 sheet no. 1/1 165 chair easy per drawing no. fd-229 sheet no. 1/1 166 chair writing as per drawing no. fd-280 sheet no. 1/1 167 charpoy with hard top as per drawing no. fd/map-ii/01 sheet no. 1/1 168 mirror dressing(gents) as per drawing no. fd/e6/map/16 sheet no. 1/1 169 table dining 4 persons as per drawing no. fd/map-ii/03 sheet no. 1/1 170 table with drawer (900 mm x 600 mm x 760 mm) as per drawing no. fd-283 sheet no. 1/1 171 chair school with hand board as per drawing no. fd/e6/map/05 sheet no. 1/1 172 note:-quantities of materials given on standard drawings are for guidance only. the contractor shall work out the quantities of materials required for each item of boq and quote his rate accordingly no claim shall be entertained on account of inaccuracy in the quantities of these materials and workman ship which shall be as specified in particular specifications and as approved. the drawing nos mentioned in boq item no 184 to 264 shall form part of tender document which will not be attached with tender document. the tenderers are deemed to be in possession and conversant fully with the drawing shown in standard furniture designs including amendments published by ahq, engineer-in -chief, new delhi. for reference and guidance the tenderer may study and see these drawings in the any office ofgarrison engineer in mes before quoting their rates. no claim shall be entertained regarding misinterpretation of the drawings at a later stage. 173 subtotal 174 lump sum price worked out by the tenderer for“arboriculture works as listed in schedule ‘a’ section - xiv (part-i) 175 schedule a section -xiv (part-ii) (arboriculture works) 176 material and labour for grassing with selection no.1 grass including enough watering and maintance of the lawn till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed including supplying and spreading of neem oil cakes, manure or sludge and chemical required for preparation of the ground for plantation of grass complete all as specified and as directed. 177 supply and planting of hedge and shrubbery (anarmi, ficus and the like) as directed by engineer-in-charge minimum 3 feet above gl including creation of beds by excavating 60 cm deep and 60 cm wide trenching the excavated base to a further depth of 30 cm refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio 8:1 (8 part of stacked volume of earth after reduction of 20 % with 1 part of stacked volume of sludge or manure ater reduction by 8%) flooding with water filling with earth if necessary, watering and finally fine dressing leveling etc including stacking and disposal of material declared unserviceable and surplus earth by spreading and leveling as directed within a lead 50 m and lift upto 1.50 m complete all as specified and as directed. 178 supply and laying/fixing 60mm thick factory made chamfered edge cement concrete paver block of m-35 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & lick compacted bed farce dory meinod using fu mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand;complete all as specified and as directed by engineer-in-chargenote:- tiles shall be approved by ge before incorporation in the work. 179 material and labour for sand cushioning, with dry and clean tibba sand (for under ground cable) 8 cm before laying cable and 15 cm after laying and punned to 18 cm after laying of cablecomplete all as specified and as directed.note:- (i) punned thickness shall be considered for payment purpose (ii) approved sand free from vegetations, grass and other deleterious substances shall be used. 180 supply and laying factory made kerb stone of size 30x15x45cm of m-25 grade cement concrete laid in position to the required line, level and curvature, jointed with cement mortar (1:3) (1 cement:3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete all as specified and as directed by engineer-in-charge 181 supplying following plants in poly bags 0.25 m to 0.30m dia with height 1.20 m to 1.80 m including digging holes 1.20m dia x1.2m deep in ordinary soil and refilling the same with the excavated earth mixed with manure of approved quality or sludge in ratio 2:1(2 parts of stacked volume of earth after reduction of 20% with 1 part of stacked volume of sludgeor manure after reduction by 8%) flooding with water and removal of surplus soil, with & including antitermite treatment using suitable chemicals or pesticides of approved quality, as required and making thaola all as specified and as directed by engineer-in-charge.note :- contractor shall maintain the trees till physical completion of contract.unit rate quoted is inclusive of replacement of dead trees,manures and all fertilizers mentioned above is inclusive in rate quoted. 182 neem tree. 183 canerydate palm 184 gulmohar 185 fruit bearing trees 186 plumeria 187 supplying plants flower like ticoma, rose,motia, chandni, lxora, marigold rose, vinca (any colour) as directed of height not less than 0.60m above gl including digging holes 1.20m dia x1.2m deep in ordinary soil and refilling the same with the excavated earth mixed with manure of approved quality or sludge in ratio 3:1(one part of manure & 3 part of soil) manure 200 gm per plant ,flooding with water and removal of surplus soil n.exc 1.50 km and depositing where directed with & including using suitable chemicals or pesticides of approved quality, as required and making thaola all as specified and as directed by engineer-in-charge.note :- contractor shall maintain the trees till physical completion of contract.unit rate quoted is inclusive of replacement of dead trees,manures and all fertilizers mentioned above is inclusive in rate quoted. 188 supply and fixing precast rcc 1:1.5:3 type a1 lawn bench and backsupport of size 1.50 x 0.60m of maximum three person seating capacity supporting precast rcc type a1 for back and base with including assemble the precast member with suitable nutt & bolt and placing and anchoring with hold fast 350mm - 16mm dia ms bar on concrete base (size 1.20x0.60m for each support) with 100mm thick pcc 1:2:4 type b1 over 150mm thick sub base pcc 1:4:8 type d2 complete all as specified and as directed by engineer-in charge 189 subtotal 190 schedule a section -xv ( maintance) 191 material and labour for the plants/hedge/grass by weeding, hosing, saucer making once in every month for plants/hedge, once in every 15 days for carpet grass/country grass/doob grass, bermuda grass, pruning dired ranches once in every week, depositing the material at place of dead plants of same species and height turning with dods whenever required by replacing the dead patches of grass of any type with same grass as required without any extra cost to the department all as specified and as directed. (plants of various species -678 nos (approx), hedge and shruery - 520 rm (approx) and grass - 4000 sqm( approx) 192 subtotal

Central Government/Public Sector

TRN :49054152 | 20 May, 2025

Tender Value : 77.92 Lacs

Abohar - Punjab

Tender for tender for special repair to building no p-137 at mil stn abohar; 1 demolition of cement concrete (un-reinforced) in floors / pavings, (below or above ground level) and of any description and in any position not otherwise complete all as specified and directed by engr-in-charge. 2 material & labour for 75mm thick pcc 1:3:6, type c1, using 20mm graded stone aggregate as in hard standing ,plinth protection/path etc,laid in suitable panels n.exc 3.00 m length finished even and smooth without using extra cement with contraction(dummy)joints 65mm deepx10mm wide joints filledwithbituminous sealing compound of grade ‘a’/bitumen mastic filler/sealant complete all as specified and directed by engr-in-charge. 3 dismantling brick tiles in floor or in roofs laid dry and pointed in any cement mortar complete all as specified and directed. 4 demolition of mud in roofs any thickness incl plastering and leeping 5 m & l for 40mm thick cement concrete type b0 1:2:4, (using 12.5mm graded stone aggregate) as in, surface finished even and smooth without using extra cement 6 m & l 10mm thick rendering in cement mortar 1:3 on fair facesof brick work or concrete surfaces of ceiling finished even and smooth without using extra cement complete all as specified and directed by engr-in-charge. 7 m&l for preparation of roof top surfaces,providing and applying uv stable single component smart care damp proof ultra is a fiber reinforced elastomeric liquied appplied water proofing membrane formulated with pu hybrid polymers and reinforcing acrylics fibres and having sri of 106 on top of concrete roof surface in three coats including self primer at ratio pf dampproof and water 3:1 and coverage @ 1 ltr/10 sqm with a thickness of 650 micron. note : (i) 6 hrs interval between two coats will be maintained. (ii)the treatment shall be carried out by authorised applicator approved by ge as per the manufacturer(iii)payment will be made after providing warrnty certificate from the company. 8 m&l 40mm thick brick tiles laid/beded including screed bed 15mm thick in cement mortar (1:6) on existing lime concrete sufaces of roof,joints grouted flush in cement mortar (1:3) mixed with liquid wpc @ as per manufacturer instruction per bag of cement of 50kg and including flush pointing as work proceed with same material complete all as specified in clause 11.27.3 of mes sch part-i (2009) complete all as specified and directed by engr-in-charge. 9 m&l 40mm thick brick tiles( old serviceable tiles obtained from demolition/desmantled item shall be reused) laid/beded including screed bed 15mm thick in cement mortar (1:6) on existing lime concrete sufaces of roof,joints grouted flush in cement mortar (1:3) mixed with liquid wpc @ as per manufacturer instruction per bag of cement of 50kg and including flush pointing as work proceed with same material complete all as specified in clause 11.27.3 of mes sch part-i (2009) complete all as specified and directed by engr-in-charge. 10 dismantlingof reinforced cement concrete by chiseling (without affecting other portion) of any description and in any position as in roofs, floors (other than ground floor), beams, landing, chajjas and similar suspended work. 11 m&l reinforced cement concrete 1:1 1/2:3 (nominal mix) using 20mm graded stone aggregate as in slab supported on walls,beams and columns in floors,roofs,landings,balconiies,deck slabs and in shelves and the like all as specified and directed. (form work & reinforcement measured separately). 12 m & l mild steel tmt bars 10mm dia or over cut to length bent to shape required including cranking, hooking ends and binding with ms wire (annealed) not less than 0.90mm dia all as in column, beam etc . 13 m&l for form work to soffits of suspended slabs such as roof slabs,floor slabs,landings and similar work not exc.200 mm thick(horizontal or sloping) rough finish surface of concrete flat all as specified and directed. 14 m&l for precast reinforced cement concrete (1:2:4) type b1 (using 20 mm graded crushed stone aggregate) as in cover slab of drain/manhole set in cm (1:6).note :- cost of form work is deemed to be inclusive of unit rate quoted by the contractor & reinforcementshall be measured & paid separately.) 15 taking down chowkatsor frame with shutters(without taking off shutters from the frame not exceeding 1.50 sqm each & removing to store all as specified. 16 taking down chowkatswith shutters(without taking off shutters from the frame exceeding 1.50 sqm each but not exceeding 4 sqm) 17 taking down wooden shutters only of any description area exceeding 1.0 sqm and not exceeding 2.0 sqm each and refixing in same opening after necessary easing, adjustments, minor repairs, oiling, adjustment with cutting or fixing plain fillets/planks made from second class hard wood etc to remove gap between floor and shutter complete all as specified and as directed by engineer-in- charge. 18 taking down wooden shutters only of any description area exceeding 1.0 sqm and not exceeding 2.0 sqm eachcomplete all as specified and as directed by engineer-in- charge. 19 s&f factory made single extruded wpc (wood polymer composite) solid door/ window/ ceosetory windows & other frames/ chowkhat of size 45 x 70 mm comprising of virgin pvc polymer of k value 58-60 (suspension grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives(maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying pvc solvent cement and screwed with full body threaded star headed ss screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 n (face) & 1100 n (edge), minimum compressive strength of 58 n/mm2, modules ofelasticity 900 n/mm2and resistance to spread of flame of class a category with property of being termite/borer proof,water/ moisture proof and fire retardant and fixed in position with ms hold fast/ lugs/ss dash fasteners of required dia and length complete as per direction of engineer-in-charge. (m.s. hold fast/ lugs or ss dash fasteners shall be paid for separately). note :- for wpc solid door/window frames, minus 5mm tolerance in dimension i.e. depth and width of profile shall be acceptable. variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made all as specified and directed . 20 providing and fixing factory made single extruded wpc (wood polymer composite) solid decorative type flush door shutter of size 30mm thick comprising of virgin polymer of k value 58-60 (suspension grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 n (face) & 900 n (edge), minimum compressive strength 50 n/mm2, modulus of elasticity 850 n/mm2 and resistance to spread of flame of class a category with property of being termite/borer proof, water/moisture proof and fire retardant. wpc to be laminated with pvc foil of minimum 14 microns thick of approved design pasted with hot melt adhesive on both faces of shutter and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk s.s screws, all as per direction of engineer- in- charge including supply and fixing following items : (a) stainless steel (304 grade) finished butt hinges 100mm - 4 nos. per leaf (b) stainless steel (304 grade) finished square tower bolt 150 mm long - 2nos per leaf (c) stainless steel (304 grade) finished handles 150 mm - 2 nos. per leaf 21 supply and fixingfactory made pressed steel frames of size 125 x 60mm (thickness of sheet shall be 1.25mm) for doors with one or more rebates including necessary lugs and lock strike plate, etc. , includingbutt hinges suitable nos as directed for each leaf, complete all as specified and as directed by engineer-in- charge. 22 supply and fixingfactory made pressed steel frames of size 105 x 60mm (thickness of sheet shall be 1.25mm) for doors with one or more rebates including necessary lugs and lock strike plate, etc. , including butt hinges suitable nos as directed for each leaf, complete all as specified and as directed by engineer-in- charge. 23 m&l cement concrete 1:3:6 type c-1 using 20mm graded stone aggregate for filling of pressed steel frame and hold fast blocks etc complete all as specified and directed by engineer - in - charge. 24 s & f factory made plain framed, panelled shutter iind class hardwood rail and style 35 mm thickness (two panel) with lock rail and panel of 9 mm b.w.p. commercial ply or 12 mm veneered particle board with commercial veneering on both faces. the size of rail and stile as per is : 1003 (part i), kiln seasoned and chemically pressure treated complete all as specified and directed by engineer - in - charge. 25 s & f factory made 35mm thick iind class hard wood glazed and skeleton shutters, open rebated and prepared to receive glass, gauze etc. (without sash bars), edges of framing plain, chamfered or rounded, fitted with cut and mitred beads for securing glass, etc.; size of members of shutters as specified in ssr part – i, section – 8, clause 8.20 (a) ; supplied and fitted to chowkats complete all as specified and directed by engineer - in - charge. 26 s & f100 mm aluminium alloy anodised butt hinges, and fixed with steel scerws for frp doors/pvc door, type b-21complete all as specified and directed by engineer - in - charge. 27 s & f in repair 100 mm mild steel butt hinges, and fixed with steel scerws for wooden doors, complete all as specified and directed by engineer - in - charge.note :- rate deemed including necessary welding etc) 28 s & f tower bolt 200 mm of aluminum complete all as specified and directed by engineer - in - charge. 29 s & f in repair tower bolt 200 mm of aluminum complete all as specified and directed by engineer - in - charge. 30 s & f door handle d type 150 mm of aluminum complete all as specified and directed by engineer - in - charge. 31 s & f in repair door handle d type 150 mm of aluminum complete all as specified and directed by engineer - in - charge. 32 s & f aluminium alloy, anodised, sliding door bolt 300mm with hasp,staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extrudedsections or cast-aluminium alloy and fixed. 33 s & f in replacement aluminium alloy, anodised, sliding door bolt 300mm with hasp,staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extrudedsections or cast-aluminium alloy and fixed. 34 s&f floor door stopper of aluminum allow body and tongue, 150mm overall length, anodised, with hard drawn steel spring, fixed in floor. 35 s&f in repairs floor door stopper of aluminum allow body and tongue, 150mm overall length, anodised, with hard drawn steel spring, fixed in floor. 36 s & f mild steel 300mm ordinary rat rail rod pattern spring inluding roller and roller plate complete all as specified. 37 s & f in repairs mild steel 300mm ordinary rat rail rod pattern spring inluding roller and roller plate complete all as specified. 38 s& fstainless steel curtain rod 25 mm dia , including fancy type brackets and pair of decorated end knobs (finials), stop roller etc.as per site requirement, fixed to wall with fixing accessories,including taking down old existing curtain rods any description complete all as specified and directed by engr-in-charge. 39 s&f factory made box type steel window with side hung shuters both glazed and gauged, shutter frame 60x25mm erw hollow p section with wall thickness not less than 1mm fixed to pressed steel frame 120mmx70mmx1.60mm thick including fixing glazed portion, iron grills 8mm suare ms barhinges with steel handle and fitting, lugs etc., including one shop coat of primer complete all as specified.(drg no btd889 sheet 1/4 ).note :- (i) wire mesh and glass shall be measured and paid separately under relevent items of sch/boq.(ii)measurement for payment shall be the opening area of the window between inner edges of wall. 40 s&f factory made box type steel window with side hung glazedshutter, frame 60x25mm erw hollow p section with wall thickness not less than 1mm fixed to pressed steel frame 120mmx70mmx1.60mm thick including fixing glazed portion, iron grills 8mm suare ms barhinges with steel handle and fitting, lugs etc., including one shop coat of primer complete all as specified.note :- (i)wire mesh and glass shall be measured and paid separately under relevent items of sch/boq.(ii)measurement for payment shall be the opening area of the window between inner edges of wall. 41 s&f stainless steel wire cloth, 0.36 mm nominal dia of wire and average width of aperture 1.18 mm all as specified. 42 s & f in repair stainless steel wire cloth, 0.36 mm nominal dia of wire and average width of aperture 1.18 mm all as specified. 43 s & f 4 mm thick sheet glass ordinary quality and glazing within square not exceeding 0.50 sqm including aluminium cleat/rubber beading in each pane complete all as specified and directed by engineer - in - charge. 44 supply & fixing aluminium anodisedframes/chowkhats,shutter and like made out of aluminium sectionpowder coated(minimum thickness of powder coating not less than 50 micron) for window, ventilators and aluminium partition with one or more rebates or without rebate including joining cleat for fixing etc., the top and bottom horizontal members and vertical members adjacent walls shall be fixed with floor, ceiling walls and cills where required and fixing with the help of rawal plug and screw or with fixing clip or with expansion hold plate fasteners. aluminium section shall be smooth, rust free, straight mitred and jointed mechanically where ever required complete all as specified and as directed by engineer-in-charge.. 45 s & f figured glass 4 mm thick pin head type and glazing withnot exceeding 0.50 sqmincluding aluminium cleat/rubber beading in each pan complete all as specified and directed by engineer - in - charge. 46 material and labour for machine cut 16 to 18 mm thick, kota stone slab (size of slab not less than 500x550mm for flooring and in single piece for treads of staircase), laid over and including 20 mm thick bedding layer in cement mortar (1:6) and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing /grinding (mirror finish) andpolishing by machine, including machine cutting to make it square or rectangular as per site complete all as specified and as directed by engineer-in-charge. 47 material and labour for machine cut 16-18mm thick, kota stone slab as in skirting, dado and on pillar, laid over and including 10 mm thick bedding layer in cement mortar (1:3) and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing /grinding (mirror finish ) and polishing by machine, including machine cutting to make it square or rectangularcomplete all as specified and as directed by engineer-in-charge. 48 taking down cement or cement lime plaster from brick walls etc including raking out joints, hacking for key scrubbing down with water etc. 49 m & lfor rendering 15mm thik on fair faces of brick work in cement mortar 1:6 finished even & smooth without using extra cement. 50 m & lfor rendering 15mm thick on fair faces of brick work in cement mortar 1:4 finished even & smooth without using extra cement. 51 m&l rendering10 mm thick in cement mortar 1:3 on fair faces of concrete surfaces of ceiling finishing even and smooth without using extra cement. 52 m&l integal water proofing compound 53 preparation of new plastered surfaces/existing platered surfaces and applyingwall care putty in internal/external walls/rcc surfaces/soffits of chajjas/roof projections/cantilevers/balcony/ceilings etc (thickness vary from 1.5 to 2.5 mm as required for desired smoothness and levelling of surfaces in two or more layers) by using ready made wall care putty including sand papering after filling the putty to make surface smooth and ready for receiving interior/exterior painting complete all as specified and directed.note : (i) the prepared surface after wall putty, the contractor will inform to the ge as well as to the engineer-in-charge for site inspection before applying further external finishes. please note that the further external finishes work will start only after approval of the prepared surface from the ge as well as to the engineer-in-charge through site order. 54 preparation of surfaces and applying 02 coats of interior emulsion paint (light shade) @ 12 sq.m/litre/2 coats by using spray gun to wall surfaces over & including a coat of interior wall primer @ 10 sq.m/litre/1 coat as recommended for under coat by manufacturer of interior emulsion by using following brands of emulsion and primer complete all as specified and directed. 55 preparation of surfaces and applying 02 coats of interior emulsion paint (white shade) @ 10 sq.m/litre/2 coats by by using spray gun to ceiling surfaces over & including a coat of interior primer @ 10 sq.m/litre/1 coat as recommended for under coat by manufacturer of interior emulsion by using following brands of emulsion and primer complete all as specified and directed. 56 preparation of surfaces and applying 02 coats of exterior emulsion paint (light shade)@ 5 sq.m/litre/2 coats by using spray gun to external walls/rcc surfaces/soffits of chajjas/roof projections/cantilevers/balcony etc surfaces over & including a coat of exterior wall primer @ 11 sq.m/litre/1 coat as recommended for under coat by manufacturer of exterior emulsion by using following brands of emulsion and primer complete all as specified and directed. 57 preparation of new/existing plastered surfaces as in ceilings and applying three coats of white wash by making the lime slaked at site and shall be mixed and stirred with about five liters of water for 1 kg of unslaked lime to make a thin cream. this shall be allowed to stand for a period of 24 hours and shall then be screened through clean coarse cloth. 1 kg of gum dissolved in hot water shall be added to every one cubic meter of lime cream. about 1.3 kg of sodium chloride dissolved in hot water shall also be added for every 10 kg of lime for making the coating hard and rub-resistant. small quantity of ultramarine blue (upto 3 gm per kg of lime) shall also be added to the last two coats of white wash solution and the whole solution shall be stirred thoroughly before use complete all as specified and as directed by engineer-in-charge. 58 preparation of new/existing plastered surfaces as in walls and applying three coats of white wash by making the lime slaked at site and shall be mixed and stirred with about five liters of water for 1 kg of unslaked lime to make a thin cream. this shall be allowed to stand for a period of 24 hours and shall then be screened through clean coarse cloth. 1 kg of gum dissolved in hot water shall be added to every one cubic meter of lime cream. about 1.3 kg of sodium chloride dissolved in hot water shall also be added for every 10 kg of lime for making the coating hard and rub-resistant. small quantity of ultramarine blue (upto 3 gm per kg of lime) shall also be added to the last two coats of white wash solution and the whole solution shall be stirred thoroughly before use complete all as specified and as directed by engineer-in-charge. 59 m & l providing two coats of synthetic enamel paint over new steel surfaces and a coat of red oxide primer onincluding preparation of surface of any description not exceeding 10 cm width or girth complete all as specified and directed by engineer -in -charge. 60 m & l providing two coats of synthetic enamel paint over new wooden surface including preparation of surface withprimer all as specified. 61 m&l for preperationof old steel surface and applying two coat of synthetic enamel paint complete all as specified and directed by engineer -in -charge. 62 m&l for preperationof old wooden surface and applying two coat of synthetic enamel paintcomplete all as specified and directed by engineer -in -charge. 63 m&l for shotcreting 25mm thick in rcc columns, beams and slabs etc in layers with approved design mix (minimum cement content of 350 kg/cum on m-25) concrete having the specified minimum characterristic compressive strength (with ordinary protland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria) including the cost of centering and shuttering at edges and corners etc as directed by engineer-in-charge including chipping of unsound /weak concrete material 25 mmaverage thickness from slabs,beams, columns etc with manual chisel and /or by standred power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes and thoroughly washing with water and allowing it to dry etc. including removal of rust by applying approved rust removal chemical & the coating with dr fixit epoxy zinc primer or equivalent @ 6sqm/ltr at dft of 100microns as per specifications and disposal of debries for all lead and lifts all complete as per direction of engineer-in-charge. 64 m&l hard drawn steel wire fabric not exc 4kg/sqm cut to lengths, bent to shape required and tying with and including mild steel wire (annealed) not less than 0.9mm in dia supplied and fixed in reinforcemntall as specified & directed by engineer-in-charge. 65 m & l 5mm thick rendering in cement mortar 1:3 on fair facesof brick work or concrete surfaces of ceiling finished even and smooth without using extra cementcomplete all as specified and directed by engineer - in - charge . 66 dismantling structural steel work including doors,gates but excluding framed truss etc. 67 s & f framed work such as grills,cooler stand ,ladder grating and sun shed etc., with ends of bars shouldered and / or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; frame work or water tanks and similar work conforming tofe 410-0 or fe 310-0 all as specified . 68 dismantling of floor hearth or wall tiling including cement mortar bedding ( but not backing) and rubbish off the permices. 69 s&f glazed ceramic colouredtiles joint free 350x250x7mm/450x350x7mm square or rectanguleras on walls etc set and jointed in neat cement slurry and pointed in whiteor coloured cement to match over and including 10mm thick rendering in cm 1:4 complete all as specified and directed by engr-in-charge. 70 m&l non skid ceramic coloured /printed tiles 7 to 8 mm thick( square / rectangular) area of each tile exc. 0.11 sqm but n. exc, 0.18 sqm in floor and shall be jointed in neat cement slurry and pointed in paste pigmented to tile shadeover and incl 15 mm thick screed bed in cm 1:6 complete all as specified and directed by engr-in-charge. 71 m&l cement concrete type b-0, 1:2:4 using 12.5 mm graded stone aggregate as in floors 25 mm thick for tilesall as specified.& directed by engr -in-charge.. 72 m&l 16-18 mm thick granite (of any type ) work (table rubbed and polished ) in cooking platform and likein cm (1:4) and pointing with white cement (1:2) using marble dust with admixture of pigment to match with shade of granite including grinding/moulding of edges. 73 demolitionof cement concrete ( un re-inforced) of any description in ground floor and pavings exc15 cm thickness (below or above gl). 74 material and labour for water proofing treatment to rcc sunken slab and adjoining vertical slab as described following any one method complete as per directions of ge. 75 method 1(a) supplying and applying two component elastomeric acrylic polymer modified cementitious waterproofing coating, smart care damp proof 2k, having 100% elongation as per astm d412, resisting 5 bars hydrostatic pressure as per din 1048, reduction to rapid chloride shall be 70 as per din 1048, crack bridging upto 1.2mm as per astm 4548.5 clean all working surface & made free from dirt, grease laitance etc. after inspection for all working area rough surface, cracks & from dirt, grease laitance etc. after inspection for all working area rough surface, cracks & construction joint are treated by polymer modified mortar of 1:1:4 (1 cement : 1polymer : 4 sand). making gola of size 75x75mm at junction of vertical & horizontal with the polymer modified mortar of 1:1:4 (1 cement : 1 polymer : 4 sand). the coating shall be terminated at 1600mm in toilet/2100mm in bathroom on vertical walls. the mixing ratio of the coating shall be 2 parts of powder & 1 part of liquid without any water addition in the mixing and shall have consumption of 1.5kg/sqm per coats, etc, complete as per manufactures specifications.(b) bore packing: all the borehole gaps between concrete surface and pvc pipe of various dia upto the neck level shall be filled with non-shrink free flow grout – smart care gp grout having dual shrinkage compensation property. before the bore packing, surface of the pvc pie and concrete surface will be made rough and sand will be sprinkled with polymer bonding agent. (c) apply12-15mm plaster on slab and vertical surface admixed with smart care vitalia neo @200ml per bag of cement before treatment. 76 method 2(a) supplying and applying two component cementitious & acrylic flexible water proofing & protective coating, two coats with 1mm dft, having hydrostatic (positive) water pressure resistance (din 1048) is 7. abrasion resistance, cm/km is 0.09 of dr fixit pidifin 2k @ 1.5kg/sqm with a paint brush over existing slab surface and adjoining vertical surface. the polyester reinforced coated netof 45g/sqm, 2.5mmx2.5mm is laying on the surface immediately on the first coat of two component modified polymer dr fixit pidifin 2k. after removal of all lose materials like dust etc. with wire brush coir brushes from surface to get absolutely cleaned surface free of foreign contaminant filling of crack and patches with polymer based mortar/micro concrete, after that making the gola onsurrounding wall’s junction and seal the vertical walls. in case of core cutting on the surface, the joint is seal with non-shrink grout.(b) the coating shall be terminated at 1600mm in toilet/2100mm in bathroom on vertical walls.(c) apply12-15mm water proof plaster on slab and vertical surface admixed with dr fixit pidiproof 77 m & l pcc (1:5:10)using 40mm graded burnt bricksaggregate as in foundation filling & mass concrete or as in sunkenfloor complete all as specified & directed by engineer-in-charge 78 dismantling water tanks and removing to store ofexc 500 and nexc 1000 ltr capacity 79 s & f rotational moulded polythene three layered white coloured water storage tank (cylindrical vertical with closed top) hoisted and fixed in position all as specified in ssr part i of capacity 1000 litres all as specified and directed by engineer - in - charge . 80 s&f in repair 20mm ball brass valves, high pressure, with polytheene float and flynut complete, screwed for iron pipe orr brass ferrule and fixed. 81 s & f in 20mm bore gunmetal globe or gate valve with iron wheel head screwed both ends for iron pipe and fixed all as specified . 82 s & f in 25 mm bore gunmetal globe or gate valve with iron wheel head screwed both ends for iron pipe and fixed all as specified . 83 s & f in repairs pvc 10 ltrs syphonic action type flushing cistern, low level with inlet, ball valve, float and handle including brackets, flush pipe of pvc 32mm bore and connection to wc pan complete all as specified. 84 s&f in repair viterous china squating pan orrisa pattern size 580/440mm wash down water closet pan ,white (excluding fixing bolts, flushing cistern and flush pipe) with plastic seat cover. 85 s&f in repair vitreous china wash down water closet pan (pedestal pattern), white (excluding fixing bolts, flushing cistern and flush pipe) but including connection to drain (or outgoing pipe) and to flushing pipe ,anti-syphonage pipe and white closed patern with flat bottom & mild steel cromium plated or aluminium hinging device plasticseat cover complete . 86 s&f repairs vitreous china half stall urinals flat back white minimum with grating and union for discharge pipe ,providing & fixing plugs, bedding urinal against wall in cm 1:2 , securing urinal to plugs with & incl 60mm long brass screws, pointing around urinal back in cement , fixing automatic flushing cistern with nbrackets, flush pipe, grating and union for discharge pipe complete all as specified. 87 s & f in repairs vitrous china oval wash hand basin white of size 550x400 mm including brackets 300mm long pvc connection with brass nuts, 40mm dia waste coupling including cutting for and pinning in end of brackets or erecting stand etccoloured top bowl type screwed shank fly nut flange end including cutting for and pinning in granite slab of hole including 32 mm dia chromium plated waste coupling and bottle trap all as specified. 88 s&f in repair 600mm x 450mm beveled edge mirror of selected quality glass on 6mm thick commercial plywood and fixed wooden plugs with chromium plated brass screw and cup washes fixed in repair. 89 s & f repairs 15 mm bore concealed stop cock cast copper alloy screwed down high pressurewith crutch or butterfly handle screwed both ends for iron pipe or for unions and fixed but fancy type chromium plated with long shank and cup (concealled type) 90 s & f in repairs 15mm bore angle cock one waychromium plated, high pressure, with crutch or butterfly handle, screwed both ends of iron pipe or for union and fixed all as specified . 91 s & f in repairs 15 mm bore bib tap fancy type chromium plated with crutch or butterfly handle screwed down ,screwed for iron pipe all as specified. 92 s&f in repairs pillar taps 15mm borefancy type chromium plated cast copper alloywith capstan heads scre-wed down high pressure with or without lettered hot orcold with long screwed shanks and fly nuts screwed for iron pipe . isi marked 93 s&f in repair brass chromium plated central hole basin mixer with regular spout,popup waste system and 450mm long braided hoses with connection and nuts complete all as specified and directed by engr-in-charge. 94 s&fin repair brass chromium plated shower rose 125mm size with swivel joints,any size, incl shower arm fixing to pipe or union complete all as specified and directed by engr-in-charge. 95 s&f in repair pvc connection both side brass unions internal for size 15mm dia and 450mm long all as specified and directed by engineer-in-charge. 96 s&f ewc jet spray complete all as specified and directed. 97 s & f in repairsoap dish approximately size 160 x160x 90 mm and fixed withas chromium plated brass screws complete all as specified and directed by engineer -in -charge. 98 s&f peg set of stainless steel solid body of 125mm to 175 mm having 6 nos hooks fixed with brass chromium plated screws complete in all as specified 99 taking up or down steel tubing of 15 mm bore and connections, including cleaning for re-fixing or removal to store complete all as specified and directed by engr-in-charge. 100 fixing only mild steel tubes of size 15mm bore (medium grade) galvanised with all fittingsand fixed complete to wallall as specified & directed by engineer-in-charge. 101 supply & fixing mild steel tubes of size 15mm bore (medium grade) galvanised with all fittings and fixed complete to wallall as specified & directed by engineer-in-charge. 102 taking up or down steel tubing of 20 mm bore and connections, including cleaning for re-fixing or removal to store omplete all as specified and directed by engineer -in -charge. 103 supply & fixing of 16mm outer dia cpvc pipes sdr 11 including all fittings plain/brass threaded cpvc sdr 11 fittings (like elbow, tee, socket, reducer, union, bushing, step over bends, end cap, end plugs, one side brass/two side brass etc) fixed along walls, ceiling or laying under floors etc and including cpvc solvent cement for jointing omplete all as specified and directed by engineer -in -charge. 104 supply & fixing of 20mm outer dia cpvc pipes sdr 11 including all fittings plain/brass threaded cpvc sdr 11 fittings (like elbow, tee, socket, reducer, union, bushing, step over bends, end cap, end plugs, one side brass/two side brass etc) fixed along walls, ceiling or laying under floors etc and including cpvc solvent cement for jointing omplete all as specified and directed by engineer -in -charge. note :-(i) pipes inside the buildings shall be fixed concealed and outside the buildings shall be fixed on the surface along wall with and including suitable size clamps/brackets (interval of 1m and pipe keeping 100mm away from wall ) of suitable size fixed with fasteners/nut bolts, as directed by engineer-in-charge.(ii)bracket, clamp, nut bolt, fastner, slotted channel etc shall be made of deep drawn low carbon steel material with hot dip zinc aluminium flake coated and fixed all as shown on btd drawing cost for same shall deemed to be included in the quoted unit rate and nothing extra shall be admissible on this account. 105 supply & fixing of 25mm outer dia cpvc pipes sdr 11 including all fittings plain/brass threaded cpvc sdr 11 fittings (like elbow, tee, socket, reducer, union, bushing, step over bends, end cap, end plugs, one side brass/two side brass etc) fixed along walls, ceiling or laying under floors etc and including cpvc solvent cement for jointing complete all as specified and as directed.note :- (i) pipes inside the buildings shall be fixed concealed and outside thebuildings shall be fixed on the surface along wall with and including suitable size clamps/brackets (interval of 1m and pipe keeping 100mm away from wall ) of suitable size fixed with fasteners/nut bolts, as directed by engineer-in-charge.(ii) bracket, clamp, nut bolt, fastner, slotted channel etc shall be made of deep drawn low carbon steel material with hot dip zinc aluminium flake coated and fixed all as shown on btd drawing cost for same shall deemed to be included in the quoted unit rate and nothing extra shall be admissible on this account. 106 taking up or down steel tubing of 25 to 32 mm bore and connections, including cleaning for re-fixing or removal to store complete all as specified and directed by engr-in-charge. 107 s & f 40mm bore medium grade tube galvanised with all fittings and fixed complete concealed including groove cutting for concealing to walls & ceiling or laid in floor complete all as specified and directed by engineer - in - charge. 108 dismantling of cast iron pipes jointed in cement mortar and taking out from trenches walls etc upto 100 mm bore all as specified and directed by engr-in-charge . 109 supply & fixing 110mm bore upvc pipes grade b single socketed in any length with rubber ring joints, laid in trenches, joints fixed with pipe joint lubricant c complete all as specified and directed by engr-in-charge. 110 supply & fixing 75mm bore upvc pipes grade b single socketed in any length with rubber ring joints, laid in trenches, joints fixed with pipe joint lubricant complete all as specified and directed by engr-in-charge. 111 supply & fixing upvc junction (double t/socket) grade b equal or unequal suitable for 110mm bore pipe complete all as specified and complete all as specified and directed by engr-in-charge. 112 all as per item no 109 above 113 supply & fixing upvc bends (any radius) grade b suitable for 110mm bore pipe complete all as specified and directed by engr-in-charge. 114 all as per item no 111 above 115 supply & fixing upvc vent cowl grade b suitable for 110mm bore pipe complete all as specified and directed by engr-in-charge. 116 supply & fixing pvc vent cowl grade b suitable for 75 mm bore pipe complete all as specified and directed by engr-in-charge. 117 supply & fixing upvc grade b multi floor trap 110 mm bore and 600mm long with grating including jointing with with pipe joint lubricant complete all as specified and directed by engr-in-charge. 118 supply & fixing upvc grade b multi floor trap 75 mm bore and 600mm long with grating including jointing with with pipe joint lubricant complete all as specified and directed by engr-in-charge. 119 demolition of brick work built in cement mortar including all quoins, arches, pillars etc . 120 m&l for brick work with subclass‘b’ bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and directed by engineer-in-charge. 121 labour only forbrick work built in cm (1:6) with subclass b bricks, straight or curved on plan exceeding 6m mean radiuswith reusing the old bricks obtained fromitem no 118 . 122 m&l for taking down carefully point wiring complete including fixture and fittings from boards/outlet boxes, fittings and fixtures such as switches, sockets, ceiling roses, lamp holders, brackets, ceiling fittings, bulk head fittings, tube light fittings and regulators, etc and making good to disturbed area all as specified 123 m&l for point wiring complete with isi marked 1.5 sqmm single core pvc insulated unsheathed cable 1100v grade frls with multistranded copper conductor drawn through concealed in wall/ceiling surface and its accessories includingpvc rigid concealed conduit heavy duty suitable size with all accessories such as bend, reducers, ms hooks, ms junction boxes, 2mm thick galvanised steel pressed sunken terminal boxes of suitable sizes for mounting of switchs, sockets, fan regulator etc covered with 3 mm thick plastic laminated hylem top cover sheet of required color fixed with brass screws and cup washers painting terminal boxes inside and outside with one coat red oxide primer includingfixing and 1.5 sqmm copper conductor as earth continuity to connect common earth dolly completed for the following all as specified 124 (a)one light point/fan point/exhaust controlled byone way switch 125 (b)one light point controlled by one two way switch 126 (c)one 5 pin socket out let 5 amps on the same board with other switches 127 (d)one 5 pin, 5a switch socket outlet point on independent board with other switches. 128 all as per item no. 02 here-in-before but with 2.5 sqmm cable for 1no 16 amps socket outlet point on independent board including 2.5 sqmm pvc insulated unsheathed cable multistranded with copper conductor green in colour as earth continuity conductor all as specified 129 s&f piano type switch single pole 1 way 5/6 amps 230 volt ac supply complete all as specified and directed by engr-in-charge. 130 s&f socket two in one 6/5 pin 5 amps230 volt ac supply complete all as specified and directed by engr-in-charge. 131 s&f piano type switch single pole 1 way 15/16 amps 230 volt ac supply complete all as specified and directed by engr-in-charge. 132 s&f piano flush type switch single pole 2 way 15 amps 230 volt ac supply complete all as specified and directed by engr-in-charge. 133 s&f socket two in one 6/5 pin 15/16 amps230 volt ac supply complete all as specified and directed by engr-in-charge. 134 s&f ceiling rose surface type, 65mm x 50mm three terminals, 3 phase / pvc / polycarbonate isolated body complete all as specified and directed by engr-in-charge. 135 s & f stepped type electronic fan regulator flush type on the existingphenolic laminated sheet etc. as reqd complete all as pecified and directed. 136 s&f lamp holder, pvc/polycarbonate type with back plate suitable for batten fittings with led bulb 09 watt complete all as specified 137 supply and fixing led lights fitting 20 w, 220v, ac decorative box type with driver, holder including led tube light connecting up with three core flexible copper conductor cable of suitable size from ceiling rose complete. 138 supply and fixing led light fitting mirror type with high out put diffuser 2 feet, 10 watt 220 v ac decorative type with driver holder and led lamp including connecting up with three core flexible copper conductor cable of suitable size complete. 139 supply and fixing led street light fitting 35 watt 230 v ac outdoor type with high pressure die cast aluminum hosing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with ip 65/66 protection complete. 140 s&f single pole and neutral enclosure with a two pin and earth plug and socket complete with one single pole mcb 20 amps capacity complete all as specified and directed by engr-in-charge. 141 s&f sheet metal enclosure for vtpn dbs 415 volts 08 way with 200 amps rated bus bar neautral link, earth bar double door with mccb as incomer complete all as specified 142 s&f sheet metal enclosure for vtpn dbs 415 volts 04 way with 200 amps rated bus bar neautral link, earth bar double door with mcb tpn as incomer complete all as specified and directed by engr-in-charge. 143 s&f sheet metal enclosure for dbs spn 230 volts 12 way with 200 amps rated bus bar neautral link, earth bar double door complete all as specified and directed by engr-in-charge. 144 supply and fixing 415v 16 ka 415 volts mccb of cap 100 amps following poles and current carrying capacity in the db complete with connection testing and commissioning. 145 supply and fixing 415v 10ka b curve miniature circuit breaker (mcb) tpn/4p of capacity 40 to 100 amps poles and current carrying capacity in the db complete with connection testing and commissioning. 146 supply and fixing 240v, 10 ka b curve miniature circuit breaker (mcb) of single poles and current carrying capacity 6 to 32 amp, in the mcb db complete with connection testing and commissioning complete all as specified and directed by engr-in-charge. 147 supply and fixing amp rating 240v, 10ka c curve miniature circuit breaker (mcb) of spn 40 to 63 amp and current carrying capacity in the mcb db complete with connection testing and commissioning complete all as specified 148 m&l forsubmain wiring comprising single core , 2 runs of 2.5 sqmm nominal cross sectional areamulti stranded copper conductor cable, pvc insulated unsheathed 1100 volts gradedrawing in and including appropriate dia. in surface/recessed pvc conduit and its fittings completeincluding provision of 1x2.5 sqmm nominal cross sectional areamulti stranded copper conductor cable, pvc insulated unsheathed 1100 volts grade as earthwire and using color code as per is and specified and making good all disturbed work to match the existing complete incl taking down old unsv sub main complete all as specified and directed by engr-in-charge. note :- (i)extra length of cables/ wire required for connection to mcbs shall not be measured and the rate quoted by contractor for per unit shall be deemed accordingly.(ii) two run of wire, one run of earth wire and conduct shall be measured as one unit. 149 all as per item no 142 abovebut for single core , 2 runs of 4.0 sqmm nominal cross sectional area including provision of 1x4.0 sqmm nominal cross sectional area complete all as specified and directed by engr-in-charge. 150 all as per item no 142 above but for single core , 2 runs of 6.0 sqmm nominal cross sectional area including provision of 1x 6.0 sqmm nominal cross sectional area complete all as specified and directed by engr-in-charge. 151 m&l for earthing complete with galvanised steel earth plate electrode of size 60 cm x 60 cm x 6 mm thick, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less than 1.5 m below normal gl connected to galvanised earth lead wire 4.0mm dia by means of bolts, nuts, check nuts and washersand earth strip protected by 15 mm dia gi pipe medium grade and connected to main distribution board panel/earthing test point all as shown on electrical plate no.3 of ssr part i and all as specified including testing on completionincluding taking down old unserviceable earthing any type complete all as specified and directed by engr-in-charge. note :-gi wire 4mm dia including test point terminal box include in the quoted rate.

Government Departments

TRN :49054257 | 15 May, 2025

Tender Value : 16.00 Lacs

Fatehpur - Uttar Pradesh

Tender for tender for construction of cc road and drain from chhote kachhis house to canal in tenduli village of v.k. malwa - excavation for road way in soil using manual mean for carrying of cut earth to embankement site with a lift up to 1.50m and lead up to 50m as per t.s.c. 302.30 2 cc 1:6:12 cement sand and 40mm brick ballast all complete as s.i. no. 273 3 m1 150 class in foundation with 1:4 cement and coarse sand mortar including all complete of work. item no. 305a 4 wbm grading 3- providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kn static roller in stages to proper grade and camber,applying and brooming,crushable screening to fill up the interstices of coarse aggregate watering and compacting to required density gr 3 as per t.s clause 405 5 construction of un-reinforced,plain cement concrete pavement thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m 30 (grade), coarse and fine aggregates conforming to is:383 maximum size of coarse aggregate not exceeding 25 mm mixed in a concrete mixer compacted using needle, screed and plate vibrators, curing of concrete slabs for 14-days curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification mord clause 1500.4 6 12mm thick plaster in 1:4 cement & sand morter all complete as per s.i. no. 13.11 7 rcc work in slab with 1:1/2:3 with cement, coarse sand & 20 mm stone grit including all material labour etc complete si no 284 8 p/l of ms work in slab as reinforcement including all material tnp etc completesi no 504

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