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Government Departments

TRN :49028264 | 12 May, 2025

Tender Value : 19.29 Lacs

Sultanpur - Uttar Pradesh

Tender for tender for sultanpur repair work of the roof of district magistrate sultanpur camp office/residence. - demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of engineer in-charge 3 providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:(a) applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to is. 2645 and approved by engineer-in-charge over the rcc slab including adjoining walls upto 300 mm heigh tincluding cleaning the surface before treatment.(b) laying brick bats with mortar using broken bricks/brick bats 25 mmto 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to is : 2645 and approved by engineer-in-charge over 20 mm thick layer of cement mortar of mix1:5 (1cement:5coarsesand) admixed with waterproofing compound conforming to is : 2645 and approved by engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(c)aftertwodaysofpropercuringapplyingasecondcoatofcementslurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to is : 2645 and approved by engineer-in-charge.(d)finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to is : 2645 and approved by engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e)the whole terrace so finished shall be flooded with water for aminimum period of two weeks for curingand for final test.“all above operations tobe done in order and as directed and specified by the engineer-in-charge”:

State Government

TRN :49029493 | 15 May, 2025

Tender Value : 32.33 Lacs

Gautam Buddha Nagar - Uttar Pradesh

Tender for construction of e-library room in village begmabad yea. wc-06 - earth work in excavation in ordinary soil in all of foundation trenches including dressing of the side and ramming of bottom.lifts up to 1.50 m including getting out theexcavated soil and disposal of surplus excavated soil as directed with in a lead of 50m. (most/a.r./yeida) 2 supplying chemical emulsion in sealed containers including delivery as specified. chlorpyriphos/ lindane emulsifiable concentrate of 20%. (dar/2.34.1/based on uppwd/sor-2020)) 3 diluting and injecting chemical emulsion for post-constructional anti-termite treatment (excluding the cost of chemical emulsion) : treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 coarse sand) to match the existing floor: with chlorpyriphos/lindane e.c. 20% with 1% concentration (dar/2.35.3.1/based on uppwd/sor-2020)) 4 2.5 cm thick damp proof course with cement and approved coarse sand 1:1½ with and including water proofing as ordered by the engineer incharge in the proportion as specified by the manufacturer including supply of all materials, labour, tools & plants etc. required for proper completion of the work and including proper curing & shutterings as necessary. (uppwd/sor-2020/361) 5 applying a coat of residual petroleum bitumen of grade of vg-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 6 cement concrete with 4cmgauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all material, labour, tools&plants etc required for proper completion of the work. 7 b/w with bricks of class 150 in foundation & plinth in cm 1:4 (based on up pwd sor 2020) cement mortar 1:4 ( 1cement :4coarse sand) 8 m-150 brick work in 1:4 one cement and four course sand 2.20 f.m. mortar superstructure but for walls of half brick thick including supply of all material, labour, t&p etc. required for proper completion of the work. (uppwd/sor-2020/305(a)+310a 9 m-150 brick work in 1:4 one cement and four course sand 2.20 f.m. mortar superstructure but for walls of half brick thick including supply of all material, labour, t&p etc. required for proper completion of the work. (uppwd/sor-2020/305(a)+310a 10 extra for providing and placing in position 2 nos 6mm dia. m.s. bars at every third course of half brick masonry.uppwd-sor-2020-dar-18/6.15/ 11 providing and laying in position machine batched and machine mixed design mix m-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to 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 strength and durability as per direction of engineer-in-charge. (note :- cement content considered in this item is @ 330 kg/cum. excess/ less cement used as per design mix is payable/recoverable separately). all works upto plinth level 12 providing and laying in position machine batched and machine mixed design mix m-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to 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 strength and durability as per direction of engineer-in-charge. (note :- cement content considered in this item is @ 330 kg/cum. excess/ less cement used as per design mix is payable/recoverable separately).all works above plinth level upto floor v level 13 centringand shutteringincluding strutting, propping etc. andremoval of form for : foundation footings, base of column 14 centringand shutteringincluding strutting, propping etc. andremoval of form for : lintels, beams, plinth beam, grinder 15 centringand shutteringincluding strutting, propping etc. andremoval of form for : suspended floors, roofs, landings 16 columns, pillars, piers, abutments, posts and struts. (dar/5.9.6/based on uppwd/sor-2020)) 17 edges of slabs and breaks in floors and walls:under 20 cms wide. (dar/5.9.16.1/based on uppwd/sor-2020)) 18 earth work in rough excavation , banking excavaated earth in layers not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonnes roller or wooden or steel rammer 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 or filling up ground depressions, all leads as per(a.r. )for all kind of soil. 19 steel rainforcement for r.c.c. work including straightening, cutting bending, placing in position and binding all complete upto plinth level thermo-mechanically treated bars of grade fe-500d or more./cold twisted bars. (dar/5.22.6/based on uppwd/sor-2020)) 20 12mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand)based on up pwd sor 2020 dar-18/13.4.2 21 6mm cement plaster of mix: 1:3 (1 cement : 3 coarse sand)based on up pwd sor 2020 dar-18/13.17 22 15mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand)based on up pwd sor 2020 dar-18/13.4.2 23 finishing walls with acrylic smooth exterior paint of required shade: new work (two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm). 24 distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade 25 providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.dar-18/13.26 26 painting with synthetic enemel paint of approved brand and manufacture to give an even shade: two or more coats on new work. 27 providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion, (i) single socketed pipes. 110mm dia 28 providing and fixing on wall face unplasticised - pvc moulded fittings/ accessories for unplasticised rigid pvc rain water pipes conforming to is : 13592 type a, including jointing with seal ring conforming to is : 5382, leaving 10 mm gap for thermal expansion. single tee with door 110x110x110 mm (dar/12.42.3.2/based on uppwd/sor-2020) 29 bend 87.5° 110 mm bend (dar/12.42.5.2/based on uppwd/sor-2020) 30 shoe (plain) 110 mm shoe (dar/12.42.6.2/based on uppwd/sor-2020) 31 providing and fixing unplasticised -pvc pipe clips of approved design to unplasticised - pvc rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with m.s. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm (dar/12.43.2/based on uppwd/sor-2020) 32 providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.(dar/12.44/based on uppwd/sor-2020) 33 steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.dar-18/10.25.2 34 providing and fixing water closet squatting pan (indian type w.c. pan with 100mm sand cast iron p or s trap, 10 litre low level white p.v.c. flushing cistern with manually controlled device (handle lever) conforming to is : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required white vitreous china orissa pattern w.c. pan of size 580x440mm with integral type foot rests.up pwd sor-2020-dar 18/17.1.1 35 providing and fixing wash basin with c.l. brackets, 15 mm c.p. brass pillar taps,32 mm c.p. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required:uppwd sor-2020-dar 17.7.1 36 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes, having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step cpvc solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of engineer in charge.20mm od pipes. (dar/18.8.2/based on uppwd/sor-2020) 37 25mm od pipes. (dar/18.8.3/based on uppwd/sor-2020) 38 providing and fixingbrass gate valve with c.i. wheel of approved quality (screwed end) : 25 mm nominal bore. (dar/18.17.1/based on uppwd/sor-2020) 39 32 mm nominal bore. (dar/18.17.2/based on uppwd/sor-2020) 40 providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to is. 2645 and approved by engineer-in-charge over the rcc slab including adjoining walls upto 300mm height including cleaning the surface before treatment. b) laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement: 5 coarse sand) admixed with water proofing compound conforming to is : 2645 and approved by engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to is : 2645 and approved by engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) after two days of proper curing applying a second coat of cement slurry using 2.75kg! sqm of cement admixed with water proofing compound conforming to is : 2645 and approved by engineer-in-charge. d) finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement: 4 coarse sand) admixed with water proofing compound conforming to is: 2645 and approved by engineer-in-charge including laying glass fibre doth of approved quality in top layer of plaster and finally finishing the surface with trowe’ with neat cement suvr an making pattern ot 300x300 mm square 3mm deep. e) the whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. all above operations to be done in order and as directed and specified by the engineer-in-charge: dar18/22.7.1 41 providing and placing on terrace (at all floor levels) polyethylene water storage tank isi: 12701 marked with cover and suttable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank dar 18/ 18.48 42 making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - iii) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.(dar 2018-4.17)based on uppwd sor/2020 43 providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to is: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. size of tile 600x600mm (dar/11.41.2/based on uppwd/sor-2020)) 44 providing and fixing ist quality ceramic glazed wall tiles conforming to is: 15622 (thickness to be specified by the manufacturer), 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 sqm, including pointing in white cement mixed with pigment of matching shade complete. (dar/8.31/based on uppwd/sor-2020)) 45 providing and fixing brass bib cock of approved quality: 15 mm nominal bore (dar/18.15.1/based on uppwd/sor-2020)) 46 providing and fixingbrass gate valve with c.i. wheel of approved quality (screwed end) : 25 mm nominal bore. (dar/18.17.1/based on uppwd/sor-2020) 47 providing and fixing nahani trap 75x100mmincluding all complete. 48 20 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand-dar-18/13.6.1/p-902 49 providing and fixing isi marked flush door shutters conforming to is : 2202 (part i) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 30mm thick including isi marked stainless steel butt hinges with necessary screws. (dar/9.21.2/based on uppwd/sor-2020)) 50 extra for providing isi marked stainless steel butt hinges instead of m.s. pressed butt hinges bright finished of required size with necessary screws. (shutter area to be measured). (dar/9.14/based on uppwd/sor-2020)) 51 renewing panes of glass in door, window & ventilators or fixing in the new work with 3mm thick glass panes fixed with brads & putty includung supply of all material , labour , tools & plants required for proper completion of workuppwd sor 2020/p26/806 52 prroviding and fixing isi mark 3 layer prelaminated particle board conforming to grade 2 type-iii of is-12823/20b laminated with 0.6-0.8 mm thick laminate conforming to is-2046/1995 and balancing lamination of 0.5 mm thick on the back side (size 700750430) including all complete 53 supply of work sb collection office/visitor chain with sheat dxwxh 400400450 mm padded with polyurithane foam complete 54 supply wook at site sb collection executive table of 3 layer prelaminated particle board (wood product) of grade 2 type 2 of is-12823/latest 1830 mm 950 mm 750mm including all complete 55 supplying and filling in plinth with jamuna sand under floors, including watering, ramming, consolidating and dressing complete. dar-18/2.27 56 providing and fixing factory made isi marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as f7d, f4b, k11 b and k12 b etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of c.c. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 57 constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast r.c.c. horizontal grating with frame complete as per standard design with common burnt clay f.p.s. (non modular) bricks of class designation 7.5.(dar/18.33.1/based on uppwd/sor-2020) 58 providing, laying and jointing glazed stoneware pipes class sp-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : (dar/19.1.1/based on uppwd/sor-2020) 59 providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round s.w. pipes including bed concrete as per standard design : (dar/19.2.2/based on uppwd/sor-2020) 60 providing and fixing square-mouth s.w. gully trap class sp-1 complete withc.i. grating brick masonry chamber with water tight c.i. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: (dar/19.4.1/based on uppwd/sor-2020) 61 providing and fixing heavy class ss gratingof approved design including setting in floor with cement motor to match with floor finish as per architect requirement suitable for waster and ft, ut & fd.size 150 mm x 150 mm 62 providing and fixing ptmt towel rail complete with brackets fixed to wooden cleats with cp brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms.(dar/17.73.2/based on uppwd/sor-2020)) 63 providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with c.p. brass screws and washers complete. (dar/17.31/based on uppwd/sor-2020)) 64 providing and fixing ptmt soap dish holder having length of 138mm, breadth102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. (dar/18.65/based on uppwd/sor-2020)) 65 providing and fixing chicken wire mesh (murga jali) 24 gauge and 20 mesh at junction of rcc and masonry walls including fixing in position with steel nails of 25 mm in length as approved at required as directed by engineer-in-charge, scaffolding etc. complete. (ar/yeida//based on uppwd/sor-2020))½x24 gauge 66 providing and fixing aluminium hanging floor door stopper, isi marked, anodised (anodic coating not less than grade ac 10 as per is: 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.(dar/9.101.1/based on uppwd/sor-2020))single rubber stopper 67 providing and fixing aluminium tower bolts, isi marked, anodised (anodic coating not less than grade ac 10 as per is : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete:250x10mm(dar/9.97.2/based on uppwd/sor-2020)) 68 providing and fixing aluminium handles,isi marked, anodised (anodic coating not less than grade ac 10 as per is: 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete.125 mm (dar/9.100.1/based on uppwd/sor-2020)) 69 providing and fixing ptmt extension nipple for water tank pipe, fittings of approved quality and colour.25mm nominal bore, weighing not less than 62 gms. (dar/18.75.3/based on uppwd/sor-2020)) 70 providing & fixing of cp heavy duty bottle trap 32mm. (complete complying with relavent standard specification and as directed by the competent authority.) for wash basin&urinal 71 providing and fixing 1 mm thick m.s. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm m.s. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and t- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer up pwd sor-2020-dar-18/10.4 72 construction of granular sub-base by providing close graded material, mixing in mechanical mix plant at omc, carriage of mixed material to work at site, spreading uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 for grade-1 material. (morth/(ar/yeida/based on uppwd/sor-2020) 73 providing and laying 60mm thick i.s.i. mark factory made cement concrete interlocking concrete paver block made by block making machine with strong vibratory compaction of approved size, design, shape, laid in required colour and pattern over and including average 50mm thick compacted bed coarse sand and filling the joints with fine sand all complete as per the direction of engineer-in-charge with conforming to is-15658 and irc:sp:63. (ar/yeida/ based on uppwd/sor-2020) 74 wiring point for light in 1.5 sq. mm. pvcinsulated singlecorecopperconductor cable (inpvcconduit with 1.5sq.mm. frlsh pvc insulated multistrand copperconductor cable as earth wire drawn inside conduit.)and5 amp.flush typeswitch& ceiling rose/angle/batten holderfixedwith3mmthickphenolic laminate backalitesheet withbrass machinescrews andcup washers mounted overexisting m.s.switch boardbox/junction boxwith supplyofallmaterial, labour& t&p etc. requiredforproper completion of the work complete in all respect, as directed by engineer in charge pwd-2018 ps no-174c 75 supply and wiring of submains with 2 nos. of 2.5 sq. mm. frlsh pvc insulated1100 vgrade multistrand singlecore copper conductorcable in 25mm dia heavy duty (2mm thick) pvc conduitwith2 nos 2.5 sq.mm.frlsh pvc insulated multistrand copperconductor cable asearth continuity wire drawn in conduit complete in all respect, as directed by engineer in charge pwd-2018 ps no-261c 76 supply and fixing of power plug with 20 amp./250 voltflush type modularswitchand 5 pin 20 a/250 voltflush typeuniversal modular socket switch on concealed m.sboxincluding supply of allmaterial, labourt&petc. complete in all respect, as directed by engineer in charge .pwd-2018 ps no-1139a 77 s&f surface/flush mounting 8 ways spn distribution board with additional metal door without mcb complete in all respect, as directed by engineer in charge. pwd-2018 ps -1024a 78 s&f of 6 amp to 32 amp. mcb (10 ka) c curve complete in all respect, as directed by engineer in charge.pwd-2018ps -1002cat-a 79 s&f of 40amp. dp mcb (10 ka) c curve complete in all respect, as directed by engineer in charge. pwd-2018 ps no-1010 cat-a 80 providing and fixing circular/ hexagonal cast iron or m.s. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick m.s. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ m.s. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. clamp shall be made of 12 mm dia m.s. bar bent to shape as per standard drawing. (dar/10.18/based on uppwd/sor-2020))

Central Government/Public Sector

TRN :49055023 | 12 Jun, 2025

Tender Value : 4.85 Crore

Bengaluru Urban - Karnataka

Tender for tender for provision of deficient smqs at af stn chimney hills; 2 general summary note: schedule ‘a’ part i to xii are prepriced by mes under ser no. 1 to 12. bidders shall insert their lumpsum amount in the green coloured field under col-6 only. 3 lumpsum price worked out by the contractor for “internal water supply” as listed in schedule ‘a’part–ii 4 lumpsum price worked out by the contractor for “internal electric supply as listed in schedule ‘a’part–iii 5 lumpsum price worked out by the contractor for site clearance and development as listed in schedule ‘a’ part - iv . 6 lumpsum price worked out by the contractor for road / path / culvert as listed in schedule ‘a’ part - v . 7 lumpsum price worked out by the contractor for area drainage as listed in schedule ‘a’ part - vi . 8 lumpsum price worked out by the contractor for sewage disposal as listed in schedule ‘a’ part - vii . 9 lumpsum price worked out by the contractor for “fencing” as listed in schedule ‘a’ part – viii. 10 lumpsum price worked out by the contractor for “protective works” as listed in schedule ‘a’ part – ix. 11 lumpsum price worked out by the contractor for “external water supply” as listed in schedule ‘a’ part – x 12 lumpsum price worked out by the contractor for “external electric supply” as listed in schedule ‘a’ part – xi 13 lumpsum price worked out by the contractor for “hot water supply” as listed in schedule ‘a’ part – xii 14 schedule a part - idesign and construction of married accommodation building in 3 storey (ground+2 storey)in framed construction with permanent specifications in rcc of grade as per structural drawings, aac block masonry walls, att, pu based wpt, earthquake resistance as per latest is, green building norms with minimum 3 star griha rating etc complete all as specified and as shown on drawings. 15 design and construction of car and scooter parkingshed in rcc framed construction with permanent specifications in rcc of grade as per structural drawings, aac block masonry walls, pu based wpt, earthquake resistance as per latest is, green building norms with minimum 3 star griha rating etc complete all as specified and as shown on drawings. 16 sch a part - xiii : fittings / fixtures & misc items. internal water supply supply and fix 15mm bore kitchen sink tap, brass chromium plated dual flow pattern with silicon black flexible hose swivel type complete all as specified and as directed. 17 supply and fix 3 in 1 chromium plated wall mixer for mixing hot and cold water (for shower) screwed down for iron pipe and fixed complete all as specified and as directed. 18 internal electric supplysupply and fix modular tv socket, one module all as specified and directed by engineer in charge. 19 supply and fix modular telephone socket, rj-11, one module all as specified and directed by engineer in charge. 20 material and labour for telephone wiring with unarmoured solid annealed bare copper industrial cablein concealed of size 0.5 mm, 3 pair with pvc conduit 25 mm diaall as specified and directed by engineer in charge 21 material and labour for tv wiring with unarmoured coaxial cable, rg-11 in concealedwith pvc conduit 25 mm diaall as specified and directed by engineer in charge . 22 material and labour for mild steel box for telephone wiring including blocks, suitable for 30 pair all as specified and directed by engineer in charge. 23 material and labour for earthing complete with galvanised steel pipe electrode of size 40 mm bore, medium grade, 2.5 meter length, burried directly in ground in bore 350 mm dia vertically to a depth not less 3.2 meter below ground level with top edge of the pipe not less than 60 cm below normal ground level connected to galvanised earth lead wire 4.0mm dia by meanswith bolts, nuts check nuts and washers protected by gl light grade pipe of size 15 mm dia and connecting up with the db as the case may be upto a maximum distance of 7.5m away from the earth electrode including test point junction, excavation, earthwork, pcc chamber, rcc cover(yellow painted) with handle, watering pipe 20mm dia gi medium grade with funnel and wire mesh, charcoal dust , salt, mild steel earth markerwith earthing result, date all as per plate no.2 of ssr 1991 and as directed by engineer in charge. note:-boring charges are included in the above quoted rates 24 smart meter systemdesign, supply, installation, integration, testing and commissioning of smart meter with prepaid metering facility, ac single phase, two wire, 240 volts, 50 hz , 10 to 60 amps all as per bis 16444:2015 (reaffirmed 2020) with plug in type bi- directional communication module (the plug in module shall be field swappable /replaceable), includingnecessary communication infrastructure suitable for integration with approved communication technology gprs/rf/hybrid (gprs+rf) /any other advance technology as per cea /trai regulations etc.easily adaptable for network interface and integration with advance metering infrastructure (ami) of the project area complete in all respect all as specified and as directedby engineer-in-charge. 25 tv & telesupply and fix pvc conduit 25 mm diaconcealed in wall all as specified and directed by engineer in charge . 26 material and labour for tvwiringwith rg-6 solid copper coaxial audio and video cable for tv antenna, satellite, dvr devices, safe for using in door and out door and drawn through pvc conduit upto required length,all as specified and directed by engineer in charge. 27 material and labour for telephonewiringwith 0.4mm pvc telephone switchboardcablefor telephone , safe for using in door and out door and drawn through pvc conduit upto required length, all as specified and directed by engineer in charge. 28 supply and fix telephone distribution box ,junction box with krone module for multiple connection, all as specified and directed by engineer- in- charge. 29 external water supplymaterial and labour for drilling and tapping gi/ci water mains (in position) for branch connection of 150/100mm including all fittings such as bend, elbows, tees, reducers and unions etc all as directed by engineer in charge. 30 supply and fix brass-metal, 100 mm diaglobe gate valves, with iron wheel head, screwed both ends for iron pipe all as specified and directed by engineer in charge 31 material and labour for construction of brick masonary valve chamber of size 900mm x 900mm x 600mm internal size including necessary earth work excavation, pcc 1:4:8 type d2 for foundation, brick work in cement mortar 1:4, pcc 1:2:4 type b1 for coping, 15mm thick rendering in cement mortar 1:4 including provision of mild steel cover 3mm thick on 40 x 40 x6 mm angle iron frame work with 2 coats of synthetic enamel paint over a coat of zinc chrome primer and locking arrangements complete all as specified and as directed. 32 material and labour for construction of brick masonary valve chamber of size 600x600x600mm internal size including necessary earth work excavation, pcc 1:4:8 type d2 for foundation, brick work in cement mortar 1:4, pcc 1:2:4 type b1 for coping, 15mm thick rendering in cement mortar 1:4 including provision of mild steel cover 3mm thick on 40 x 40 x6mm angle iron frame work with 2 coats of synthetic enamel paint over a coat of zinc chrome primer and locking arrangements complete all as specified and as directed. 33 external electric supplymaterial and labour for cutting road / hard standing to depth not exceeding 60 cm and to width not exceeding 45 cm for laying hdpe pipes and making good the disturbed surfacesby 1:3:6 type c1 using 20 mm graded stone aggregate complete all as specified and as directed. 34 supply, install, testing and commissioning of cpri approved lt panel outdoor type of size 1.5x1.2x0.60 mtr suitable size recommended by manufacturercubical floor mounted type (ip-65 degree of protection ) made out of 3 mm thick ms sheet duly painted with two coats of synthetic enamel paint powder coated, bus bar 200 amps rating made of aluminium strip (40x5mm) duly drilled holes for connections and mounted on epoxy based post insulatorsfor 3 phase 4 wire 415 volts 50 hz ac supply ,hibling , cable entry boxes , cable gland incl 50x50x6 mm frame (bottom portion of the panel), grouted by using foundation 1:2:4 type c1 with 20 mm graded stone aggregates totally tested as per iec 61439-i with the following accessories. 35 incomingmccb 125 amps 25 ka adjustable type 4 pole -01 no@ as in/comingoutgoing(i) mccb 63 amps 25 ka adjustable type 4 pole -03 nos@ as out/going (working-02 , spare-01)(ii) mcb 32 ampstpnamps adjustable type as per - 03 nos@ as out /going(working-02 , spare-01)(iii)multifunctional digital type timer switch230v 50 hz, single phase40amps cap with bay pass system including power cotactor suitable 40 amp mcb 40amps toggle switch cut out of40amps. (iv) powercontactor for rex timer switch 4 pole 40 amps -01 no(v)multifunctional digital type adwancedthree phase meter volt/amp/kva/kw/ +/- 1.0% rated current, auto and manual scrooling,site selectable ct/pt ratios 80/5 etc.housing in ms sheet 1.6 mm thick duly painted with enameled paint over a coat of primer complete in all respect all as directed & specified(vi) phase indicators led type set of 3 - r,y,b -o1 setnote :- foundationfor fixing of lt/feeder pillerboard in ground floor pcc (1:4:8) type b-1 using 20mm graded stone aggregate, measured and paid separately 36 supply and fix smc loop in loop out pvc water proofjunction box of internal size 200 x 140 x 95 mmincluding mcb 6 amps,b class ,connector necessary ms clamps, nuts & bolts with washers etc required at site all as specified and as directed. 37 material and labour for pvc insulated, pvc round sheathed multicore industrial cable of size 3 core,1.5 sqmmfor voltage grade upto 1100 v, as per is 694 all as specified and directed by engineer in charge. 38 returning and filling in two parts (i) using riddled soil obtain from excavated soil upto depth of 30 cm (8 cm below cable and remaining above cable) for cushioning of cable and (ii) refilling the trench of remaining depth with normal excavated soil all as specified and directed. note:- excavated soil shall be riddled by using sieve to separate composite particles etc as per is 1255 1983 and refilling in trenches as in cable cushioning. 39 supply and fix gi bracket made out of light grade pipe of size 40 mm dia 1.2 mtr long bent to shape including ms clamp of suitable size nut bolt washer for fixed along the wall/pcc pole with ms clamp etc complete all as specified and as directed. 40 supply and fix mccb 3 pole, 415 v, adjustable type, 125 amps with breaking capacity 25 ka, at existing lt panel and making good connectionwith nut bolts and washers and wire connections etc. to be fixed in theexisting tr panel complete all as specified and as directed. 41 m & l for earthing complete with gi earth plate electrode 60 cm x 60 cm x 6 cm thick buried directly in ground vertically at a depth not less than 2.25 m belownormal ground level with top level of earth plate at depth not less than 1.5 m below normal ground level surrounded form all sides by 15 cm thick and packed layer of charcoal dust and common salt filling in alternate layers and electrode connection by using 25x4mm gi stripby means of bolts, nuts, check nuts and washers of galvanized iron upto test pointand protected by gi pipe light grade 40 mm bore up to 7.5 mtr connected to a main switch board or main control board and gi pipe light grade 20 mm bore for watering and including funnel, wire mesh, 80 mm thick pre-cast rcc 1:2:4, type b-1 cover reinforced with hard drawn steel wire fabric weighing not less than 4 kg/sqm in lieu of ci cover, pcc 1:3:6 type c2 pit / chamber including all necessary excavation and earth work, disposal of surplus soil to a distance not exceeding 50 m all as specified and as shown in electrical plate no3 of mes schedule part – i of 2009.

Central Government/Public Sector

TRN :34413599 | 10 May, 2025

Tender Value : 45.00 Lacs

Barmer - Rajasthan

Tender for repair to roof including wpt, rain water pipes and other misc b/r works in domestic area at af stn utarlai

Related Searched Keywords : terraces

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Tender for repair to roof including wpt, rain water pipes and other misc b/r works in domestic area at af stn utarlai

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