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

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State Government

TRN :49062033 | 13 May, 2025

Tender Value : 2.34 Lacs

Paravur - Kerala

Tender for tender for pakarappally devaswom - paravur group - constructing toilet block-- 1 appendix i-constructing toilet block 2 earth work in excavation by mechanical means (hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.all kinds of soil 3 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) 4 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size) 5 centering and shuttering including strutting, etc. and removal of form for:foundations, footings, bases of columns, etc for mass concrete 6 solid block masonry using pre cast solid blocks (factory made) of size 30x20x15 cm or nearest available size confirming to is 2185 part i of 1979 for foundation and plinth with thickness 15cm in: cm 1:6 ( 1 cement :6 coarse sand) etc complete 7 providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size 8 steel reinforcement 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 9 solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to is 2185 part i of 1979 for super structure up to floor two level with thickness 15cm in : cm 1:6 ( 1 cement : 6 coarse sand) etc complete 10 reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (zone iii) : 3 graded stone aggregate 20 mm nominal size). 11 centering and shuttering including strutting, etc. and removal of form for:lintels, beams, plinth beams, girders bressumers and cantilevers 12 steel reinforcement for r.c.c work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelthermo - mechanically treated bars of grade fe-500d or more 13 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) 14 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 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.size of tile 600 x 600 mm. 15 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 engineerin-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. 16 providing and fixing water closet squatting pan (indian type w.c. pan) with 100 mm sand cast iron p or s trap, 10 litter low level white p.v.c.flushing cistern, including flush pipe, 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 require:white vitreous china orissa pattern w.c. pan of size 580x440 mm with integral type foot rests 17 supplying and fixing cp towel rod 45cm or nearest available length including cost of materials and labour charges etc complete as per the direction of site engineer-in-charge. 18 providing and fixing white vitreous china pedestal type water closet (european type w.c. pan) with seat and lid, 10 litre low level white p.v.c. flushing cistern, including flush pipe, 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:w.c. pan with isi marked white solid plastic seat and lid 19 providing and fixing wash basin with c.i. 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 require:white vitreous china flat back wash basin size 550x400mm with single 15 mm c.p.brass pillar taps 20 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 priming coat of exterior primer applied @ 2.20 kg/10 sqm) 21 supply and fixing pvc door with frame including locking arrangements as per the direction of engineer-in-charge 22 providing and fixing m.s. grills of required pattern in frames of windows etc. with m.s. flats, square or round bars etc. including priming coat with approved steel primer all complete.fixed to openings/ wooden frames with rawl plugs screws etc 23 providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per is: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by engineer-in-charge. the sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with epdm seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 24 structural steel work riveted, bolted or welded 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. 25 providing and placing on terrace (at all floor levels) polyethylene water storage tank :isi 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 26 supplying and fixing cp health faucet good quality including cost of materials and labour charges etc. complete as per the direction of site engineer-in-charge. 27 providing and fixing c.p brass bib cock of approved quality conforming to is: 8931.15 mm nominal bore 28 providing and fixing c.p. brass shower rose with 15 or 20 mm inlet:100 mm diameter 29 appendix ii-septic tank and soak pit 30 supplying and installing ready made pvc septic tank including the cost of carriage, trenching, placing at the level below ground level as specified as per the direction of engineer in charge (provision for cc/rcc/sand/06mm aggregate for the preparation of bed shall be paid separately. 4.35 to 50 flush capacity

Local Bodies

TRN :49022676 | 16 May, 2025

Tender Value : 62.20 Lacs

Raebareli - Uttar Pradesh

Tender for tender for development of plots behind bss school at amol vihar yojna - earthwork in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 1/2 metre (20) in depth and earthwork in embankment to be in 20 cm (8) layers, including ramming & dressing the surface to required levels and slopes and also including 1.5 metre (5 fts) lifts and 30 m (100) lead. the earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 metres (100 fts) lifts distance as directed by the engineer-in-charge. si. no.-251 2 providing and laying of gsb (shanker garh)in road reparing all complete. 3 providing and laying of wmm in road reparing all complete. 4 providing and laying of tack coat all complete. 5 providing and laying of prime coat all complete. 6 providing and laying of 20mm thick premixing all complete. 7 providing and laying of seal coat all complete. 8 excavation in foundation in ordinary soil (loan clay or sand) including lift up to 1.5 m (5fits.) and lead upto 30m (100fits) & including filling, watering and ramming of excavate earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in charges up to a distance of 30m (100 fits.) from the foundation trenches. 9 providing and laying cement concrete 1:4:8 (1 cement ;4 coarse sand ; 8 graded stone aggregate 40mm nominal size) including supply of all materials, labour and t & p etc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 10 150-class brick work in 1:4 cement and coarse sandmortar in foundation and plinth including supply of all materials, labour and t & p etc required for proper completion of the work. 11 12mm thick cement plaster in dedo or skirting in 1:4 consisting of one part of cement and 3 parts of approved coarse sand laid in panels, including supply of all materials, labour and t & p etc required for proper completion of the work. 12 p.c.c. work with cement approved coarse sand and 20mm gauge approved stone grit in the proportion of 1:2:4 inincluding supply of all materials, labour and t&p etc. required for proper completion of the work. 13 r.c.c. work with cement approved coarse sand and 2 cm (3/4) gauge approved stone ballast in proportion of in (1:1.5:3) in slab workexcluding supply of reinforcement & its binding but including its fixing & bending the same with 24 b.w.g.g.i.binding wire and including necessary centering and shuttering etc. and also including supply of all material ,t&p etc.required for proper completetion of the work. bindig wire cost being included in the item. 14 mild steel or iron in plain work such as reinforced concrete or reinforced brick work(when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & over lapping & hooks. si. no.-504 15 supply of sweeper with t&p including all complete for manhole/sewer cleaning. 16 snowcem painting in existing surface two coat all complete. 17 suply of manhole cover heavy quality including all complete 18 supply of plumber with t&p including all complete for reparing and laying of water line. 19 supply of fixing dejoints for leakage of water line including all complete (110mm) 20 supply of fixing dejoints for leakage of water line including all complete (75mm) 21 supply of helper including all complete for plumbering work all complete. 22 supply of 110 mm cpvc pipe including all complete for reparing of water line work all complete. 23 supply of 75 mm cpvc pipe including all complete for reparing of water line work all complete. 24 providing fixing of sluice valve all complete. 25 m.s iron work in small size and section for park gate including all complete.

Government Departments

TRN :49024029 | 21 May, 2025

Tender Value : 30.30 Lacs

Pratapgarh - Uttar Pradesh

Tender for tender for link road chamir saraiya se pure rammu tak road construction work - earthwork in cutting or embankment /pattri in ordinary soil (loam, clay or sand) excavation to be done in the from of regular pits not exeeding 0.50m in depth and earthwork in embankment to be in 20cm layers including the ramming and dressing the surface to required levles and slopes and also including 1.50meter lift and 1000meter lead as directed by e/i including labour t&p etc required for proper completion of work (as per si no-253) 2 gsb- gramular sub-base with well graded material (table 400,1) a) by mix in place method contrcution of granular sub-base by providing well graded material spreading in unform layers with motor grader/tractor mounted appropriate equipment on prepaire suface maxing by mix in place method with rotavator at omc, and compacting with smooth roller to achieve the desired density, complete as per clause 401 3 wbm g-2 (inter coat)providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber applying and brooming stone screening /binding materials to fill-up the interstices of coarse aggregate watering and compacting to the required dencity grading -2 as per technical specification clause 405 4 wbm g-3 - providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber applying and brooming stone screening to fill-up the interstices of coarse aggregate watering and compacting to the required dencity as per technical specification clause 405 5 excavation in foundation in ordinary soil 6 concrete in 1:6:12 in foundation 7 m 150 class brick work in 1:4 in foundation up to plinth 8 5 cm thick c.c thick cement concrete with all complete work 9 wbm g-3 - providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber applying and brooming stone screening to fill-up the interstices of coarse aggregate watering and compacting to the required dencity as per technical specification clause 405 10 providing and laying of rubber moulded reflective zig-zag 80mm thick tiles of precast compressed c.c passing minimum 30mpa compressive strength isi marked concrete block pavements having thickness 80mm as per technical specaification clause 1504 11 brick edging on both sides of metalled surface 12 cm deep & 8 cm wide with class m-150 bricks laid on edge and dry in proper grade and alignment including cost of all material, labour and t&p etc.complete and all taxes as per direction of e/i. 12 providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.75 kg / sqm using mechanical means. as per technical specification clause 502 including cost of bitumen emulsion (ss-1) 13 providing and applying tack coat with bitumen (vg-10)using bitumen pressure distributor at the rate of 0.35kg per sqm on the prepared bituminous surfacecleaned with hydraulic broom as per technical speicification clause 503 including cost of bitumen (vg-10) 14 providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line grade and level to serve as wearing coarse on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100kn static roller capacity finished to required lavel and grades to be followed by seal coat as per techincal specification clause 508 including cost of bitumen 15 providing and applying seal coat type c comprising of a layer of bituminous binder followed by a cover of stone chipping of specified grading and rolling with power roller 8-10 tonne kn static roller and finishing to required level and grades as per technical specification clause 510 including cost of bitumen 16 s/f of 350 mm dia hume pipe 17 s/f of reflectivesign board,etc 18 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for1 st year maintenance cost @ 0.0 % 19 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for2nd year maintenance cost @ 0.75 % 20 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for3rd year maintenance cost @ 1.50 % 21 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for4thyear maintenance cost @ 2.25 % 22 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for5thyear maintenance cost @ 3.00 % 23 the routing maintenance of above road including earthen shoulder and interlocking road etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for 1styear maintenance cost @ 0.00 % 24 the routing maintenance of above road including earthen shoulder andinterlocking road etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for 2ndyear maintenance cost @ 0.25 % 25 the routing maintenance of above road including earthen shoulder andinterlocking road etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for 3rdyear maintenance cost @ 0.50 % 26 the routing maintenance of above road including earthen shoulder and interlocking road etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for 4rdyear maintenance cost @ 0.75 % 27 the routing maintenance of above road including earthen shoulder and interlocking road etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for 5thyear maintenance cost @ 1.00 %

Government Departments

TRN :49024051 | 21 May, 2025

Tender Value : 80.09 Lacs

Allahabad - Uttar Pradesh

Tender for tender for link road kithawar market to basti hote hue primary school tak road construction work - earthwork in cutting or embankment /pattri in ordinary soil (loam, clay or sand) excavation to be done in the from of regular pits not exeeding 0.50m in depth and earthwork in embankment to be in 20cm layers including the ramming and dressing the surface to required levles and slopes and also including 1.50meter lift and 1000meter lead as directed by e/i including labour t&p etc required for proper completion of work (as per si no-253) 2 gsb- gramular sub-base with well graded material (table 400,1) a) by mix in place method contrcution of granular sub-base by providing well graded material spreading in unform layers with motor grader/tractor mounted appropriate equipment on prepaire suface maxing by mix in place method with rotavator at omc, and compacting with smooth roller to achieve the desired density, complete as per clause 401 3 wbm g-2 (inter coat)providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber applying and brooming stone screening /binding materials to fill-up the interstices of coarse aggregate watering and compacting to the required dencity grading -2 as per technical specification clause 405 4 wbm g-3 - providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber applying and brooming stone screening to fill-up the interstices of coarse aggregate watering and compacting to the required dencity as per technical specification clause 405 5 brick edging on both sides of metalled surface 12 cm deep & 8 cm wide with class m-150 bricks laid on edge and dry in proper grade and alignment including cost of all material, labour and t&p etc.complete and all taxes as per direction of e/i. 6 excavation in foundation in ordinary soil 7 concrete in 1:6:12 in foundation 8 providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.75 kg / sqm using mechanical means. as per technical specification clause 502 including cost of bitumen emulsion (ss-1) 9 providing and applying tack coat with bitumen (vg-10)using bitumen pressure distributor at the rate of 0.35kg per sqm on the prepared bituminous surfacecleaned with hydraulic broom as per technical speicification clause 503 including cost of bitumen (vg-10) 10 providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line grade and level to serve as wearing coarse on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100kn static roller capacity finished to required lavel and grades to be followed by seal coat as per techincal specification clause 508 including cost of bitumen 11 providing and applying seal coat type c comprising of a layer of bituminous binder followed by a cover of stone chipping of specified grading and rolling with power roller 8-10 tonne kn static roller and finishing to required level and grades as per technical specification clause 510 including cost of bitumen 12 s/f of 350 mm dia hume pipe 13 s/f of reflectivesign board,etc 14 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for1 st year maintenance cost @ 0.0 % 15 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for2nd year maintenance cost @ 0.75 % 16 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for3rd year maintenance cost @ 1.50 % 17 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for4thyear maintenance cost @ 2.25 % 18 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for5thyear maintenance cost @ 3.00 %

Government Departments

TRN :49024100 | 21 May, 2025

Tender Value : 48.96 Lacs

Pratapgarh - Uttar Pradesh

Tender for tender for link road sadwa chandika ke gram sabha chatarpur khanderi to raghna hote hue mishran tak road construction work - earthwork in cutting or embankment /pattri in ordinary soil (loam, clay or sand) excavation to be done in the from of regular pits not exeeding 0.50m in depth and earthwork in embankment to be in 20cm layers including the ramming and dressing the surface to required levles and slopes and also including 1.50meter lift and 1000meter lead as directed by e/i including labour t&p etc required for proper completion of work (as per si no-253) 2 gsb- gramular sub-base with well graded material (table 400,1) a) by mix in place method contrcution of granular sub-base by providing well graded material spreading in unform layers with motor grader/tractor mounted appropriate equipment on prepaire suface maxing by mix in place method with rotavator at omc, and compacting with smooth roller to achieve the desired density, complete as per clause 401 3 wbm g-2 (inter coat)providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber applying and brooming stone screening /binding materials to fill-up the interstices of coarse aggregate watering and compacting to the required dencity grading -2 as per technical specification clause 405 4 wbm g-3 - providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber applying and brooming stone screening to fill-up the interstices of coarse aggregate watering and compacting to the required dencity as per technical specification clause 405 5 brick edging on both sides of metalled surface 12 cm deep & 8 cm wide with class m-150 bricks laid on edge and dry in proper grade and alignment including cost of all material, labour and t&p etc.complete and all taxes as per direction of e/i. 6 providing and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.75 kg / sqm using mechanical means. as per technical specification clause 502 including cost of bitumen emulsion (ss-1) 7 providing and applying tack coat with bitumen (vg-10)using bitumen pressure distributor at the rate of 0.35kg per sqm on the prepared bituminous surfacecleaned with hydraulic broom as per technical speicification clause 503 including cost of bitumen (vg-10) 8 providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line grade and level to serve as wearing coarse on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100kn static roller capacity finished to required lavel and grades to be followed by seal coat as per techincal specification clause 508 including cost of bitumen 9 providing and applying seal coat type c comprising of a layer of bituminous binder followed by a cover of stone chipping of specified grading and rolling with power roller 8-10 tonne kn static roller and finishing to required level and grades as per technical specification clause 510 including cost of bitumen 10 s/f of 350 mm dia hume pipe 11 s/f of reflectivesign board,etc 12 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for1 st year maintenance cost @ 0.0 % 13 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for2nd year maintenance cost @ 0.75 % 14 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for3rd year maintenance cost @ 1.50 % 15 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for4thyear maintenance cost @ 2.25 % 16 the routing maintenance of above road including earthen shoulder and bitumenous pavement etc of to the required standards and it the manner as defined in cb condition and keep the entire road surfaceand structure in defect free condition during the entire maintenace period which begins from the actual completion data and ends after five years (including cost of material t&p labour but excluding gst) for5thyear maintenance cost @ 3.00 %

State Government

TRN :49005623 | 26 May, 2025

Tender Value : 18.56 Crore

Jayal - Rajasthan

Tender for tender for widening and strengthening on kasnau (sh-92a) to dehri - tarnau - merwas - upto mataji road - 1 part a road work clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per morth specification clause 201. by mechanical means in area of non-thorny jungle 2 excavation in soilwithdozer with lead upto 100 mexcavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. 3 construction of embankment with material obtained from roadway cuttingconstruction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of tables 300-1 and 300-2 as per morth specification clause 305.3 4 construction of embankment with material obtained from borrow pitsconstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300-1 and 300-2 with a lead upto 50 m as per morth specification clause 305.3 5 granular sub-base with well graded material (table 400-1)by mix in place methodconstruction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavatorat omc, and compacting with smoothwheelroller to achieve thedesired density, complete as per morth specification clause 401. for grading iiimaterial 6 crusher run macadam baseproviding crushed run stone aggregate greading conforming to table 400-14 depositing on a prepared surface by hauling vehicles, spreading and mixing witha motor grader, watering and compacting with a threewheel 80-100 kn static roller as per morth specification clause 407 to form a layer of sub-base/base by mixing plant method with 53 mm maximum size of aggregates 7 wet mix macadamproviding, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at omc in mechanical mixer (pug mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kn weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per tables 400-12 & 400-13 and morth specification clause 406. by mechanical means with all lead 8 prime coatproviding and applying primer coat with bitumen emulsion (ss-1) on prepared surface of granular base(wbm/wmm) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per morth specification clause 502 9 tack coatproviding and applying tack coat with bitumen emulsion (rs-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per morth specification clause 503. 10 tack coatproviding and applying tack coat with bitumen emulsion (rs-1)using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per morth specification clause 503. 11 providing and laying dense graded bituminous macadam with 100-120 tph batch type hmp producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 percentby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specifications clause 505 complete in all respects. bitumen (vg-30)grading - ii (26.50 mm (nominal size)) 12 providing and laying bituminous concrete with 100-120 tph batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6per centof mix and filler,transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per morth specifications clause 507 complete in all respectsfor grading-ii(13 mm nominal size) bitumen (vg-30) 13 providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kn static roller capacity, finished to required level and grades to be followed by seal coat of either type a or type b or type c as per morth specification clause 510.by mechanical means bitumen (vg-30) 14 providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type a, type b and type c as per morth specification clause 511type b bitumen (vg-30) 15 part b c.c. pavement work dry lean cement concreteconstruction of dry lean cement concrete sub- base over a prepared sub-grade with coarse and fine aggregate conforming to is: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. 16 construction ofun-reinforced , plain cement concrete pavement m-40 (grade), thickness as per design, over a prepared sub base, with 43/53 grade cementas per clause 602.2.2 , coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a in fullyautomatic batching plant andtransported to site intransit mixer for having continous agitated mixer, manufactured as per approved mix designincluding pumping of r.m.c. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per is 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer in charge laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using fixed form paver and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawingand morth specification clause 602 including vaccum dewatering process with all required equipments (dowel bars will be paid seprately). 17 providing and fixing of dowel bars of mild steel confirming to is : 432 of specified length and diameters as per morth specification irc 15 & 58 including cutting, placing in position across transverse joint with proper spacing, providing with pvc sleeve complete as per drawing, technical specification and as per direction of the engineer-in-charge. 18 part c protection wallearthwork in excavation for structures as per drawing and morth specifications clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. ordinary soil upto 3 m depth 19 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 20 stone masonry work in cement mortar in foundation complete as per drawing and morth specifications clauses 1402, 1405, 2102 & 2104. random rubble masonry in 1:6 cement mortar 21 plastering with cement mortar (1:4), 20 mm thick on stone work. 22 providing pcc m-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and morth specification clauses 1313, 1411 and 2206.650 mm thick 23 part d c.d.workearthwork in excavation for structures as per drawing and morth specifications clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. ordinary soil upto 3 m depth 24 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 25 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c. grade m 20nominal mix (1:2:4) 26 providing and fixing stone slab covering over drains (kota/bijoliya quarry) having thickness 75 mm to 150 mm including filling of joints in cement mortar 1:3 with 50 mm thick cement concrete flooring in 1:2:4 mix complete with good finish as per approved drawings and specifications.for drain opeining size 300 to 450 mm stone patty drain cover size 800mm x 600mm x 75mm 27 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 28 providing and laying reinforced cement concrete pipe np3 as per design in single row providing and laying reinforced cement concrete pipe np3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets clause 2905. 29 600 mmdia 30 300 mm dia 31 part f road saftykilometrestonereinforced cement concrete m15grade kilometre stone/local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and morth specification clause 801 32 5th kilometre stone (precast) 33 ordinary kilometer stone (precast) 34 200 m stone (precast) 35 traffic signsretro-reflectorised traffic signsproviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3.1, fixed over aluminium sheeting, 1.5 mm thick supported on gi pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with m-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and morth specification clause 801 36 600 mm equilateral triangle 37 600 mm circular 38 600 mm x 450 mm rectangular 39 900 mm side octagon 40 direction and place identification signs upto 0.9 sqm size boardretro-reflectorised traffic signsproviding and erecting direction and place identification retro-reflectorised sign asper irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3.1. fixed over aluminium sheeting, 2 mm thickwith areanot exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with m-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and morth specification clause 801. direction and place identification signs upto 0.9 sqm size board 41 direction and place identification signs with size more than 0.9 sqm size boardretro-reflectorised traffic signsproviding and erecting direction and place identification retro-reflectorised sign as per irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3.1, fixed over aluminium sheeting, 2 mm thickwith areaexceeding 0.9 sqm supported on dia gi pipe firmly fixed to the ground by means of properly designed foundation with m-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and morth specification clause 801 42 marking centre line and stop lines etc. on road as per irc pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160 c with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. 43 supplying and fixing of cat’s eye made of aluminium alloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disk of abs plastic on each side. 44 providing and fixing mukhya mantri sadak yojana/ mahatma gandhi rajya sadak yojana informatory sign board with logo for roads funded by state road fund having m.s. definition plate of 1.60 mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. the logo shall be made out of 1.6mm thick circular plate duly framed with ms angle 25x25x5 mm on back and fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. the size of definition plate shall be 1500x600mm and embedding the posts by m-15 cement concrete block45 cm x 45 cm x 60 cm, 60 cm below ground levelincluding lettering / writing and painting etc. complete in all respect.as per morth specification clause 801. 45 supply of swiss type of hazard marker, made out of 2 mm thick m.s. sheet size of box is 15x15 cm with hold fast at bottom, the body is painted in orange stoving enamel paint with white/high intensity grade micro-prismatic type sheeting, on all four side.

Central Government/Public Sector

TRN :34427845 | 15 May, 2025

Tender Value : 0

Tawang - Arunachal Pradesh

Tender for gem bids for cement opc 43 grade packed in hdpe bag each 50 kg wt conforming to is 8112-1989 make-birla gold,ambuja,ultratech, acc,jk or dalmia under job no 2504 ags pd as per store list att , stone boulder 9 inch to 12 inch , coarse aggregate 40 to 63mm , coarse sand free from vegetation , coarse aggregate 20mm graded , coarse aggregate 40mm graded , mild steel bar of size 6 to 8 mm dia conforming to is 432 part i 1982 make- tata,sail,jsw , water proofing compund conforming to is 2645-2003 make- pidilite,dr fixit,fevicol , quick setting compound make- pidiite,quick fix,fevicol , pbs roll 20m long , width of 0.9mtr isi marked with min weight of 34 kgs oblique roll , gi binding wire tata,sail,jsw , cement based paint snowcem make-berger,asian,nerolac , slack lime , painting brush 4 inch isi marked , hdpe sand bags khaki colour of size 30inch x 15inch inside laminated interlocking stiched, weight of the each bag should not be less then 42-45 gms oblique bag , anti corrosive red oxide zinc chromate primer conforming to is-5-2004 make-asian,berger,neroloc , synthetic paint enamelled og conforming to is 5-2004 make- asian,berger,nerolac , thinner make-nerolac,berger,asian , srt 2440 x 613 x 180 , 2 mm thick ms sheet hot rolled steel with nuts and bolts incl one coat of red oxide make- tata, sail,jsw , ismb hot rolled 200x100mm and 4 mtr long make-tata,sail,jsw , prefeb mild steel door of size 750x 1800mm double shutter, outer frame made out of isa 40x 40x6mm and door shutter frame of make-tata,sail,jsw as per store list , mild steel bar of size 6 to 8 mm dia conforming to is 432 part i 1982 make-tata,sail,jsw , loop holes 780 x 300 mm make-tata, sail,jsw , loop holes 1000 x 300 mm make-tata, sail,jsw , loop holes 1250 x 300 mm make-tata, sail,jsw , ventilator steel 600x450 mm will be fabricated using isa 35x35x6mm for outer frame and isa 30x30x3mm make-tata, sail,jsw as per store list , wooden planks for shuttering iind class wood of size 3.0 x 0.30 x 0.026m , wooden scantling various size , nails various size , air terminal single pointed aluminium rod 12mm dia and 300mm long , testing point terminal block make of gun metal and phosphorus bronze size 75x75x25mm drilled and screwed including 3 nos 8mm dia 25mmas per store list , aluminium strips 25x3mm. , galvanised iron strip 32x6mm. , funnel fitted with 20mm dia gi pipe 1.5m long make-jindal, tata, kalinga , earthing plate 600x600x6mm gi steel suitable for gi strip fittings, drilled with two nos holes for 6 mm dia near one side , ci earth pit cover of size 300x300x6mm with angle iron of size 20x20x3mm thick with ms frame , insulating pvc block 75x75x30mm with insulating clamp nut and bolt make- presto,polycab, finolex , charcoal , salt

Government Departments

TRN :48857317 | 12 May, 2025

Tender Value : 44.00 Lacs

Jaipur - Rajasthan

Tender for repair work of 24 usq and 36 lsq quarters at pts kherwara district udaipur-- 1 part-a civil,sanitary & electrical 2 plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish :12mm thick 3 grading roof for water proofing treatment with water proffing compoundcement concrete 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate 20 mm nominal size) 4 providing & laying broken glazed titles on roof ( broken glazed tiles not less than 9 kg/sqm) on top of hot bitumen @1.7 kg/sqm. (1.40 kg of vg-40 (30/40 )grade and 0.30 kg/sqm. of vg-10 (80/100) grade) and joints filled withcement mortar 1 :2 (1 cement:2 marble dust mixed with water proofing compund all complete as per direction of engineerin-charge. 5 making khurras 450 x 450mm with average minimum thickness 50mm cement concrete 1 : 2:4 over p.v.c. sheet 1 mtr. x 1 mtr. x 40micron finished with 12mm cement plaster 1 : 3 and one coat of neat cement, rounding edges andmaking and finishing the out let complete 6 providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : 7 providing and fixing to existing door frames.30mm thick factory made solid panel pvc door shutter consisting of frame made out of m.s. tubes of 19 gauge thickness and size of 19mm x 19mm for stiles and 15 mmx15mm , top & bottom rails. m.s .frame shall have a coat of steel primers of approved make and manufacture m.s. frame covered with 5mm thick heat moulded pvc „c channel of size30mm thickness, 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 45 degree angle on either sideforming stiles; and 5mm thick, 95mm wide pvc sheet out of which 75 mm shall be flat and 20mm shall be tapered in 45degree on the inner side to form top and bottom rail and 115mm wide pvc sheet out of which 75 mm shall be flat and20mm shall be tapered on both sides to form lock rail. top bottom and lock rails shall be provided either side of the panel.10mm (5mm x 2) thick, 20mm wide cross pvc sheet shall be provided as gap insert for top rail & bottom rail. panelling of5mm thick pvc sheet to be fitted in the m.s. frame welded/ sealed to the stiles & rails with 7mm (5mm +2mm) thick x15mm wide pvc sheet bending on inner side, and joined together with solvent cement adhesive. an additional 5mmthick pvc strip of 20mm width is to be stuck on the interior side of the „c channel using pvc solvent adhesive etc.complete as per direction of engineer-in-charge, manufacture?s specification & drawing.(for w.c.and bathroom door shutter). 8 providing and fixing external grade board solid core single leaf flush door shutters isi 2202-67 marked using phenol formal dehyderesin in glue both sides with approved steel fittings complete as per annexure a :25 mm thick .decorative teak veneer both side 9 extra for providing external lipping with 2nd class teak wood battens 6 mm minimum depth on all edges of shutters (over all area of door shutter to be measured) over item no. 8.13. 10 repair of existing steel glazed doors, windows and ventilator, mssheet door, garage doors, compound wall gates etc. by weldingdrilling complete include. cost of welding rods and hire charge ofwelding meachine and tp etc complete 11 labour charges for repair to door / window without using any material such as applying randha (finishing) tightening of bolts& screw etc. 12 renewing glass panes, with putty and nails wherever necessary 13 4 mm thick plain glass panes 14 repair of door, window shutters including cost ofmaterial and labour for change of damaged : 15 (c) aldrop of mild steel 16 (i) 12 long x12mm dia 17 (ii) 8 long x 10mm dia 18 (d) stopper of aluminium with 19 (ii) double rubber gutka 20 (g) mild steel tower bolt 6 long 21 (h) steel locking bolt 22 (i) steel handle 6 size 23 providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section (is 1038-1983) joints mitred and welded with steel lugs 13x3mm, 10cm. long embedded in cement concrete block 15x10x10cm. of1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawlplugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes4mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer,excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required : 24 partly fixed and partly openable [ fixed area not to exceed 33%] 25 supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mmwith suitable screw at not exceeding 150mm distance. 26 providing and fixing square bars or other flat welded to window ventilatiors etc. 27 taking out doors, windows and clearstory windows shutters (steel or wood) including stacking within 50 meters lead: 28 of area 3 square meter and below 29 dismantling dry brick pitching in floors drains etc. including stacking of serviceable material and disposal ofunserviceable material within 50 mtr lead 30 dismantling tile work in floors and roofs laid in cement mortar including stacking of serviceable material and disposal ofunserviceable material within 50 meter lead: 31 for thickness of tiles 10mm to 25 mm 32 dismantling stone slab/ terrazo chip flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 meters lead. 33 dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbishto the dumping ground within 50 meter lead. 34 dismantling gi pipes (external work) including excavation and refilling trenches after taking out the pipes and includingstacking of pipes within 50 meter lead: 15mm to 40mm nominal bore. 35 supplying and fixing in walls machine cut and polished stone shelves, tands and in cm 1:3 with machine cut edges : 36 kota stone minimum 30mm thick. 37 kota stone slab flooring 25 mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) for area of each slab from 901 to 2000 sq.cm : 38 rajasthan black 39 (4) above 3601 cm 2 slabs 40 providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shadesglazed tiles confirming to is : 13753 & is :15622 of size 200mm x 300mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of thetile complete (excluding the cost of cement plaster on walls and pillar). 41 add extra over item for marble printed, granite shade tiles 42 providing and fixing 1st quality mat finished ceremic tile size 300x300mm confirming to is : 13755 and is : 15622colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc.laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 43 plaster on new surface on wall in cement sand mortar 1:6including raking of joints etc. complete fine finish: 44 25mm thick 45 20mm thick 46 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excludingthe cost of centering and shuttering - all work up to plinth level. 47 1:4:8 ( 1 cement : 4 coarse sand : 8 graded stoneaggregate 40 mm nominal size) 48 providing and laying in position cement concrete includingcuring, compaction etc. complete in specified grade excludingthe cost of centering and shuttering - all work up to plinth level. 49 m15 grade nominal mix(1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). 50 providing and laying water proofing treatment in sunken portion of wcs, bathroom etc., by applying cement slurrymixed with water proofing cement compound consisting of applying :sqm. 275.00(i) first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @0.253 kg//sqm .this layerwill be allowed to air cure for 4 hours.(ii) second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm this layer will be allowed to air cure for 4 hours followed by water curing for 48 hours. the rates includes preparation of surface treatment & sealing of all joints ,corners, junction with polymer mixed slurry. 51 filling of sunk portion of roof with earthen pots of required height including filling voids with 1:3:6 light concrete, usingbrick bats complete levelling and dressing the surface by 50mm thick cement concrete 1:2:4 as per specification. 52 removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches by sandla/loi. (only for colour changing ). 53 distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding: new work (two or more coats) over and includingscrapping and priming coat with cement primer. 54 painting exterior surface of wall with 100% acrylic exterior paint of approved brand and manufacture to give an evenshade with two or more coats including prepartion of base with sand papering, primer, putty, etc complete in all respectincluding scaffolding and safety provision 55 new work 56 painting with synthetic enamel paint of approved brand and manufacture to give an even shade 57 two or more coats on new work 58 providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast andfittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide 59 add extra of square rectangular hollow tubular section areused. 60 repair to damaged rcc slabs, beams and columns etc for strengthening with cement mortar 1 : 2 in following steps :-sqm 1568.00 (i) choping losse and cracked concrete to required depth,cleaning the exposed surface of steel and concrete with wire brush and sand papering , cleaning of concrete surface with water as necessary and getting dried.(ii) applying epoxy primer on the exposed steel bars.(iii) applying epoxy hardener and resin mix (as permanufectureds specification) on concrete and steel bars with brush.(iv) speading dry cement mortar 1 : 2 mix over epoxy treated wet surface and allow it to dry for one day.(v) plastering the surface with cement sand mortar 1 : 3 upto depth of 30mm complete.(vi) cure the plastered surface for 15 days, all work including scaffolding etc. complete in all respect. 61 p&f rigid pvc pipe (is:4985 mark) class ii/ (4 kg. /cm2 .) approved quality /make including joining the pipe withsolvent cement rubber ring and lubricant. 62 110mm dia 63 p&f rigid pvc pipe fittings (is: 4985 mark) of approved quality /make including joining the pipe with solvent cementrubber ring and lubricant: 64 coupler (socket) 65 110 mm dia 66 bend 87.5 67 110 mm dia 68 pipe clip 69 110 mm dia 70 p & f indian type white glazed vitreous china 1st quality w.c. orissa pan (is :2556 mark) with 100 mm vitreous china p or s trap including cutting and making good the wall and floor: 71 size 580 x 440 mm 72 labour charges for removing w.c. pan (any type) of all sizes with care including all necessary fittings p or s trap. 73 p & f wvc wash basin (ist quality is:2556 mark) of approved make with c.i. brackets duly painted 1 no. 15 mmc.p. pillar cock (is:8934 mark) & 32 mm c.p. brass waste coupling of approved make, p.v.c waste pipe with pvc nut32 mm complete including cutting & making good the wall : 74 size 550x400mm 75 p & f stop cock (is :8931 mark), superior quality & ofb approved make: 76 (-do-) concealed stop cock 15mm. 77 p & f pvc storage tank isi marked (is : 12701) indicating the bis license no), of approved make with cover, 25mm dia1m long g.i. over-flow pipe & 25 cm. long wash out pipe with plug & socket, including making connection etc.,complete of approved design: 78 750 litres capacity. 79 add extra for hoisting charges for each floor and tripple layered water tanks 80 for items 2.26.1 to 2.26.4 81 p & f flush cock / flush valve (is : 9758mark) for wc of approved quality make : 82 brass / gun metal half-turn wt. 1 kg. of approved quality / make, 25mm nominal bore. 83 supply & fixing g.i. union isi marked in g.i. pipe line as required complete in all respect of size : 84 15mm dia nominal bore 85 25mm dia nominal bore 86 p & f full-way valve (is:778 mark) or wheel valve ofapproved make : 87 gun-metal 15mm nominal bore. 88 (-do-) 25mm nominal bore 89 p & f gi pipes ( internal works ) with gi fittings excluding union (is:1239 mark) and ms clamps, including cuttingand making good the wall and floors. 90 (a) exposed on wall 91 15mm dia nominal bore 92 b class 93 25mm dia nominal bore 94 b class 95 providing and fixing chlorinated polyvinyl chloride (cpvc) pipes (is 15778 : 2007 code) having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings i/c fixing the pipe with clamps at 1 metre spacing. this includes jointing of pipes & fittings with one step cpvc solvent cement and testing of joints complete as per direction of engineer in charge. (internal work exposed on wall) 96 20 mm 97 25 mm 98 providing and fixing unplasticized poly vinyl chloride (upvc) swr pipes type b for soil and waste discharge system (is:13592 : 1992 marked) of approved quality /make 99 75mm dia 100 110mm dia 101 providing and fixing unplasticized poly vinyl chloride (upvc) swr pipes fittings type b for soil and waste discharge system (is:13592 : 1992 marked) of approved quality /make. 102 coupler 103 75mm dia 104 110mm dia 105 bend 87.5 dg. 106 75mm dia 107 110mm dia 108 single tee with door 109 75mm dia 110 110mm dia 111 nahni trap with jali 4” 112 100mm dia 113 pipe clip 114 75mm dia 115 110mm dia 116 p & f bib cock (is : 8931 mark), superior quality ofapproved make: 117 c.p. brass bib cock,15mm nominal bore. 118 p & f sink cocks of superior quality & approved made : 119 c.p. sink cock swinging spout 15mm. 120 p & f square-mouth gully trap `a` grade (is :marked) of approved make complete with c.i. grating, frame & cover masonary chamber in c.m. 1:6, 100mm thick c.c. 1:5:10 base concrete, 40mm thick c.c.m-15 grade coping, 12mm thick cement plaster in cm 1:3 complete as per approved design & type. 121 trap size 150 x 100mm, 7.2 kg. c.i. cover with frame, internal chamber size 300 x 300mm. 122 construction of chamber in all type of soil with 300 mm thick masonry in cm 1:6 m 10 cm thick c.c. 1:5:10 in foundation,20mm thick insider plaster in cm 1:6, finished with floating neat cement, 50mm thick m-15 grade c.c. flooring ,earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr. 123 inside size 300 x 300 mm depth upto 0.5 m cement cover with frame. 124 construction of manhole in all type of soil inner size 90 x 60 cm. 450 mm thick masonry in cm 1:6, 10 cm. thick cementconcrete 1:5 10 in foundation, 20 mm thick inside plaster in cm 1:6, finished with floating neat cement, 50mm thick m-15 grade c.c. flooring, making channels, 80mm thick stone slab covering with 40mm thick m-15 grade c.c. flooring, cement cover with frame of 450mm dia, earthwork etc. complete as per design including disposal of surplus earth within 50 mtr.lead. 125 depth upto 0.50m

Central Government/Public Sector

TRN :34404893 | 12 May, 2025

Tender Value : 0

Jamshedpur - Jharkhand

Tender for gem bids for clearing jungle including uprooting of rank vegetation grass brush wood trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. "supplying chemical emulsion in sealed containers including delivery as specified. chlorpyriphos or lindane emulsifiable concentrate of 20 percent" "diluting and injecting chemical emulsion for post constructional anti termite treatment excluding the cost of chemical emulsion along external wall where the apron is not provided using chemical emulsion at the rate 7.5 litres or sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall and rodding etc. complete isto with chlorpyriphos or lindane e.c. 20 percent with 1 percent concentration" "earth work in excavation by mechanical means hydraulic excavator or manual means in foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m all kinds of soil." filling available excavated earth excluding rock in trenches plinth sides of foundations etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering lead up to 50 m and lift upto 1.5 m supplying and filling in plinth with sand under floors including watering ramming consolidating and dressing complete. "providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 1 isto 3 isto 6 1 cement 3 coarse sand zone iii 6 graded stone aggregate 20 mm nominal size " "providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering shuttering finishing and reinforcement all work up to plinth level isto 1 isto 1.5 isto 3 1 cement 1.5 coarse sand zone iii 3 graded stone aggregate 20 mm nominal size " "reinforced cement concrete work in walls any thickness including attached pilasters buttresses plinth roof and string courses fillets columns pillars piers abutments posts and struts etc. above plinth level up to floor five level excluding cost of centering shuttering finishing and reinforcement 1 isto 1.5 isto 3 1 cement 1.5 coarse sand zone iii 3 graded stone aggregate 20 mm nominal size " brick work with common burnt clay f.p.s. non modular bricks of class designation 7.5 in foundation and plinth in cement mortar 1 isto 6 1 cement 6 coarse sand brick work with common burnt clay f.p.s. non modular bricks of class designation 7.5 in superstructure above plinth level up to floor v level in all shapes and sizes in cement mortar 1 isto 6 1 cement 6 coarse sand "half brick masonry with common burnt clay f .p .s. non modular bricks of class designation 7.5 in superstructure above plinth level up to floor v level. cement mortar 1 isto 4 1 cement 4 coarse sand " "centering and shuttering including strutting propping etc. and removal of form for foundations footings bases of columns etc. for mass concrete" "centering and shuttering including strutting propping etc. and removal of form for suspended floors roofs landings lintals beams balconies and access platform" "steel reinforcement 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 make sail or tata or jindal " "15 mm cement plaster on the rough side of single or half brick wall of mix isto 1 isto 6 1 cement isto 6 fine sand rates for external plastic are for height upto 10m from ground level in less otherwise stated cement make nuvoco lafarge or ultratech or acc or as per direction of eic " "12 mm cement plaster of mix 1 isto 6 1 cement isto 6 fine sand rates for external plastic are for height upto 10m from ground level in less otherwise stated cement make nuvoco lafarge or ultratech or acc or as per direction of eic " "6 mm cement plaster of mix 1 isto 3 1 cement 3 fine sand rates for external plastic are for height upto 10m from ground level in less otherwise stated cement make nuvoco lafarge or ultratech or acc or as per direction of eic " neat cement punning. "finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade new work two or more coats applied at the rate 1.43 ltr or 10 sqm over and including priming coat of exterior primer applied at the rate 2.20 kg or 10 sqm make dulux or burger or asian paints or as per direction of eic" white washing with lime to give an even shade new work three or more coats mix with fevicol ddl and robin blue or as per direction of eic "painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. preferable make dulux or burger or asian paints or as per direction of eic make dulux or burger or asian paints or as per direction of eic" making plinth protection 50mm thick of cement concrete 1 isto 3 isto 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 and dressing and finishing the top smooth "providing and fixing angle iron frames for doors windows and ventilators of mild steel angle sections of size 35x35x5 mm joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing t iron frame or to the wall with dash fastener including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer all complete as per the direction of engineer in charge. make sail or tata or jindal " "providing and fixing isi marked flush door shutters conforming to is isto 2202 part i decorative type core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 30 mm thick including isi marked stainless steel butt hinges with necessary screws" "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. make sail or tata or jindal " 25 mm thick pvc flush door shutters made out of a one piece multi chamber extruded pvc section of the size of 762 mm into 25 mm or less as per requirement with an average wall thickness of 1 mm plus or minus 0.3 mm . pvc foam end cap of size 23x10 mm are provided on both vertical edges to ensure the overall thickness of 25 mm. m.s. tube having dimensions 19 mm into 19 mm and 1.0 mm plus or minus 0.1 mm is inserted along the hinge side of the door. core of the door shutter should be filled with high density polyurethane foam. the top and bottom edges of the shutter are covered with an end cap of the size 25 mm into 11 mm. door shutter shall be reinforced with special polymeric reinforcements as per manufacturer specification and direction of engineer in charge to take up necessary hardware and fixtures. stickers indicating the locations of hardware will be pasted at appropriate places "providing and fixing isi marked oxidised m.s. sliding door bolts with nuts and scrows etc. complete .as per the direction of directions of engineer in charge.300x16 mm " "providing and fixing ist quality ceramic glazed wall tiles conforming to is 15622 thickness to be specified by the manufacturer of approved make somany or kajaria or nitco 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 isto 3 1 cement 3 coarse sand and jointing with grey cement slurry at the rate 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. make isto somany or kajaria or nitco or asian or as per direction of eic" "providing and laying vitrified floor tiles in different sizes thickness to be specified by the manufacturer with water absorption less than 0.08percent and conforming to is 15622 of approved make in all colours and shades laid on 20mm thick cement mortar 1 isto 4 1 cement 4 coarse sand jointing with grey cement slurry at the rate 3.3 kg or sqm including grouting the joints with white cement and matching pigments etc. complete. size of tile 600x600 mm make somany or kajaria or nitco or asian or as per direction of eic" "providing and fixing water closet squatting pan indian type w.c.pan with 100 mm sand cast iron p or s trap 10 litre low level white p.v.c. flushing cistern including flush pipe 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 580x440 mm with integral type foot rests preferable make hindware or parrywair or hindustan or cera or direction of eic" "providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and c.p. brass spreaders with brass unions and g.i clamps complete including painting of fittings and brackets cutting and making good the walls and floors wherever required one urinal basin with 5 litre white p.v.c. automatic flushing cistern preferable make hindware or parrywair or hindustan or cera or direction of eic" "providing and fixing wash basin with c.i. 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 require isto white vitreous china wash basin size 630x450 mm with a single 15 mm c.p. brass pillar tap" "providing and fixing p.v.c. waste pipe for sink or wash basin including p.v.c. waste fittings complete. semi rigid pipe 32 mm dia" 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. "providing and fixing brass bib cock of approved quality 15 mm nominal bore" "providing and fixing brass stop cock of approved quality 15 mm nominal bore" providing and fixing circular or 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 or 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. providing and fixing isi marked oxidised m. s handles conforming to is 4992 with necessary screws etc. complete 125 mm providing and fixing bright finished brass hanging type floor door stopper with necessary screws etc. complete. providing and fixing is 12817 marked stainless steel butt hinges heavy weight with stainless steel screws etc. complete 100x60x2.50 mm "providing and fixing g.i. pipes complete with g.i. fittings including trenching and refilling etc. for external work a. 15 mm dia nominal bore preferable make tata or jindal or as per direction of eic" "providing and fixing g.i. pipes complete with g.i. fittings including trenching and refilling etc. for external work b. 20 mm dia nominal bore preferable make tata or jindal or as per direction of eic" providing and fixing g.i. pipes complete with g.i. fittings including trenching and refilling etc. for external work d. 50 mm dia nominal bore preferable make tata or jindal or as per direction of eic "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 single socketed pipes. 110 mm diameter" "providing and fixing gun metal gate valve with c.i. wheel of approved quality screwed end isto 20 mm nominal bore" "providing and fixing gun metal gate valve with c.i. wheel of approved quality screwed end isto 50 mm nominal bore" providing and placing on terrace at all floor levels polyethylene water storage tank is isto 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet outlet and overflow pipes but without fittings and the base support for tank. providing and fixing 100 mm sand cast iron grating for gully trap constructing brick masonry chamber for underground c.i. inspection chamber and bends with bricks in cement mortar 1 isto 4 1 cement 4 coarse sand c.i. cover with frame light duty 455x610 mm internal dimensions total weight of cover with frame to be not less than 38 kg weight of cover 23 kg and weight of frame 15 kg r.c.c. top slab with 1 isto 1.5 isto 3 mix 1 cement 1.5 fine sand isto 3 graded stone aggregate 20 mm nominal size foundation concrete 1 isto 5 isto 10 1 cement 5 fine sand 10 graded stone aggregate 40 mm nominal size inside plastering 12 mm thick with cement mortar 1 isto 3 1 cement isto 3 coarse sand finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets isto with common burnt clay f.p.s. non modular bricks of class designation 7.5 "constructing masonry chamber 30x30x50 cm inside in brick work in cement mortar 1 isto 4 1 cement isto 4 coarse sand for stop cock with c. i. surface box 100x100 x75 mm inside with hinged cover fixed in cement concrete slab 1 isto 2 isto 4 mix 1 cement isto 2 coarse sand isto 4 graded stone aggregate 20 mm nominal size i or c necessary excavation foundation concrete 1 isto 5 isto 10 1 cement isto 5 fine sand isto 10 graded stone aggregate 40mm nominal size and inside plastering with cement mortar 1 isto 3 1 cement isto 3 coarse sand 12mm thick finished with a floating coat of neat cement complete as per standard design isto with common burnt clay f.p.s. non modular bricks of class designation 7.5" providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level isto 1 isto 1.5 isto 3 1 cement isto 1 coarse sand zone iii 3 graded stone aggregate 20 mm nominal size making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and s.w. drain pipe 100 mm diameter 1.8 m long complete as per standard design. with common burnt clay f.p.s. non modular bricks of class designation 7.5 "cement concrete flooring 1 isto 2 isto 4 1 cement isto 2 coarse sand isto 4 graded stone aggregate finished with a floating coat of neat cement including cement slurry but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate" "providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm plus 0.05 percent total coated thickness zinc coating 120 grams per sqm as per is 277 in 240 mpa steel grade 5 to 7 microns epoxy primer on both side of the sheet and polyester top coat 15 to 18 microns using self drilling or self tapping screws complete ridges plain 500 to 600mm " "providing and fixing precoated galvanised iron profile sheets size shape and pitch of corrugation as approved by engineer in charge 0.50 mm plus 0.05 percent total coated thickness with zinc coating 120 grams per sqm as per is 277 in 240 mpa steel grade 5 to 7 microns epoxy primer on both side of the sheet and polyester top coat 15 to 18 microns. sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by engineerin charge. the sheet shall be fixed using self drilling or self tapping screws of size 5.5 x 55 mm with epdm seal complete upto any pitch in horizontal or vertical or curved surfaces excluding the cost of purlins rafters and trusses and including cutting to size and shape wherever required." providing and fixing of glass panes with putty and glazing clips in steel doors and windows all complete with 4mm thick glass panes etc. complete. supply of led tube light fittings .make c.g. or philips fixing of led tube light fittings including supply of all hardwares as required. led fitting will be supplied by contractor. make c.g. or philips supply of 48 sweep ceiling fan complete with down rod.clamp canopy etc. fixing of 48 sweep ceiling fan complete with down rod.clamp canopy etc.fan hardwares required for fixing for i.e. nut bolts clamp screws etc wiil be supplied by contractor. supply and fixing of stepped type electronic fan regulator on existing switch board. wiring for light point fan point exhaust fan point with 1.5 sqmm frls pvc insulated copper conductor single core cable in consield with modular switch modular plate suitable gi box and earthing the point with 1.5 sqmm frls pvc insulated copper conductor cable as required. supply of frls pvc insulated copper conducter single core cable of size 6 sqmm. make havells or kei or polycab or national wiring for circuit or submain wiring along with earth wire with the following sizes of frls pvc insulated copper conductor single core cable in consield or recessed medium class pvc conduit in concield as required 2 x 6 sqmm plus 1 x 6 sqmm earth wire. all the three colours should be red blue and green supply and fixing of utility db p or s 20a dp metal plug and socket distribution board grey make anchor or havells supply and installation of three phase industrial box with 32 amp 4 pole mcb and 5 pin top plug. make neptune or reputed make supply of frls pvc insulated copper conducter single core cable of size 10 sqmm. make havells or kei or polycab or national wiring for circuit or submain wiring along with earth wire with the following sizes of frls pvc insulated copper conductor single core cable in surface or recessed medium class pvc conduit in concield as required 4 x 10 sqmm + 1 x 10 sqmm earth wire.all the five colours should be red blue yellow black and green preparation of earth pit with supply of all materials including 3m long 3.64mm thick perforted gi tube with salt and charcol in alternate layer and brick chamber at the top with chequered plate 6mm thick as per is 3043 with latest. supply and laying 25mm x 5 mm gi strip at 0.5 meter below ground or wall including connection with electrode with db. supply of all hardware are in scope of contractor supply ans fixing of surface mounting vertical type 415 volts tpn mcb distribution board of sheet steel dust proctected duly power coated painted inclusive 200 amp tinned copper bus bar common neutral link earth bar din bar for mounting mcb with provision of 100 amp tpn mccb as incomer interconnection between incomer mccb and busbar. supply and fixing of 5 to 32 amp rating 240 or 415 volt mcb suitable as per load. supply and fixing of four pole 100 amp rating 415 volt 16 ka mccb . laying of 1.1kv grade pvc al.cable of size 2 or 3 or 3.5 or 4c 2.5 or 6 or 10 or 16 or 25 or 35 sq.mm in underground trench of 760mm deepx760mm wide in single tier formation including trench excavation and back filling with bricks 15brick or m and sand protection route marker. road or concreete or bolder cutting and finishing the road to its original shape are in the scope of the contractor. supply and fixing of street light on wall including supply of all necessaryu hardware for fixing of fitting on wall. supply and fixing of bulk head fitting on wall including supply of all necessaryu hardware for fixing of fitting on wall. supply installation and commissioning of exhaust fan of size 300 mm dia. this includes cutting of wall and finishing and supply of hardware like nut bolts etc. make crompton

Central Government/Public Sector

TRN :48280497 | 17 May, 2025

Tender Value : 4.14 Crore

Leh - Ladakh

Tender for tender for provision of central mi room at nimu(job no 01/nimu stn/amwp/2023-24); 1 lump sum price worked out by the contractor for building worksas listed in schedule ‘a’ part-i representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes b/f from sl page no. 43 2 lump sum price worked out by the contractor for (site clearance, excavation & earth work)as listed in schedule ‘a’ part-ii representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes b/f from sl page no. 44 3 lump sum price worked out by the contractor for (internal electrification)as listed in schedule ‘a’ part-iii representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes b/f from sl page no. 50 4 lump sum price worked out by the contractor for (internal water supply)as listed in schedule ‘a’ part-iv representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes b/f from sl page no. 52 5 lump sum price worked out by the contractor for (road, path & hardstanding)as listed in schedule ‘a’ part-v representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes b/f from sl page no. 54 6 lump sum price worked out by the contractor for (sewage disposal)as listed in schedule ‘a’ part-vi representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes b/f from sl page no. 55 7 lump sum price worked out by the contractor for (area drainage)as listed in schedule ‘a’ part-vii representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes b/f from sl page no. 56 8 lump sum price worked out by the contractor for (shed for dg set)as listed in schedule ‘a’ part-viii representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes b/f from sl page no. 58 9 lump sum price worked out by the contractor for (hot water supply)as listed in schedule ‘a’ part-ix representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes b/f from sl page no. 59 10 lump sum price worked out by the contractor for (external electrification)as listed in schedule ‘a’ part-x representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes b/f from sl page no. 65 11 lump sum price worked out by the contractor for (external water suplay)as listed in schedule ‘a’ part-xi representing percentage ( + or - denomination) derived under last column of this schedule above/belowthe lump sum price prepriced by the mes b/f from sl page no. 66 12 sch a part - xii (misc b/r & e/m items) (refer boq)note: this schedule is not pre-priced by mes and the rate indicated as rs 0.00 under col 5 signifies this fact only 13 internal electrifications&f double door three phase prewired distribution board vertical db vtpn 8 way with acrylic door made out of crca sheets 1.6 mm thick,phosphatised powder coated with copper bus bar 200 amps, 415 v,ip 43/ik09, earth stud, din rail, polymide terminal blocks for incoming and outgoing circuits, inbuilt loose wire box ,ground terminal blocks ,duly prewired with thimbled flame retardant copper conductors and poly layer for protection in and includingmccb4 pole 63 amp rating repturing capacity 16 ka.(note:- single phase mcbs are to be measured and paid for seperately) 14 s&f led building security light, pressure die cast aluminum housing, 20/25 watts capacity, 240v, ip 65 class, with suitable in-built electronic driver complete incld. fixed on a bracket made out of 1.5 mtr long med grade gi pipe 40 mm dia bend to shape as directed fitted on wall at a height not less than 5 mtr from groundwith ms clamp, nuts and bolts and washers as required at site and incld. connecting luminarie to the nearest ceiling rose/junction box with 1.5 sqmm pvc insulated 3 core wire complete all as directed and specified by engr-in-charge.note - cost of all minor spares and jobs required for fixing of light fixture on wall and for electrical connections are deemed to be included in the quoted rate. 15 s&f new wall mounted fan of approved make and type complete all as specified and as directed. 16 s&f tv co-axial socket 1 module, complete all as specified and as directed. 17 s&f single pole and neutral enclosure with a two pin and earth plug and socket complete with one double pole mcb 20 amps 18 internal water supplys&f single piece vitreous china wash down water closet pan pedestal pattern white, with seat white closed pattern with flat bottom and cover mild steel chromium plated or aluminized hinging deviced including flushing system , pipe and joint etc and connection to drain, flushing, pipe, anti-syphonage pipe, and fixing arrangements with fixing bolts etc including making good the disturbed portion of floor in cement concrete 1:2:4 type b-0, as in repairs complete all as spd & directed complete all as specified and directed by engr-in charge.. 19 s&f cp grating including jointing to waste pipe fixed in cement concrete type b-1 (1:2:4) dia of outlet is 100 mm complete all as specified and directed by engr-in charge. 20 s&f hand shower (health faucet ) with 8mm dia and 1 meter long cp flexible tube and wall hookcomplete all as specified make: cera, jaquar , marc & hindware as per sample and directed by engr -in charge 21 s&f soap dish (s/s), any type, fixed to plugs with chromium plated brass screws, all as specified and directed by engr-in charge. 22 road, path & hard standingm&l for wet mix macadam (wmm) for 150mm thick (compacted thickness) laid in two layers of 75mm each grading as per table 400-13 of morth (ministry of road transport & highways) specification of road and bridge works 2013. manufactured in wmm plant, material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100 kn static weight and conslidating required gradient and camber. the finished surface tolerance to be as per table 900-1 of morth specification for road and bridge works 2013 complete all as specified and directed by engr-in-charge. 23 m&l for applying thermoplastic paint marking 2.5mm thick centerline ,stop line,dashes,arrows etc and n exc 10cm wide on roads pavements with hot applied thermoplastic road marking paint ofapproved colour confirming to bs 3262-1989 with special applicater machine all as per manufacturers instructionof any colour on road surfaceincluding cleaning with gunny bags removing all loose dirt/dust complete all as specified and directed. 24 m&l for rcc septic tank designed to carry sewage and sullage water, excavation in any type of soil, pcc 1:4:8 below foundation, rcc m-30 design mix in walls , base slab , baffle walls and roof slab including beams etc with vent shaft , manhole openings with cover connection etc, complete with effective depth of 1.5 meter and overall depth of 3 meter for 100 users. 25 m&l for soakage wells excavation, in any type of soil, foundation in pcc 1:3:6, walls of honey combed masonry with top ring of m25 concrete including intercepting chamber and screen chamber made of brick masonary in cm, rcc cover slab in m25/ sfrc cover, interconnecting pipes of rcc/dwc complete filled with brick bats of size 3m dia and 3 m depth. 26 s&f pvc junction boxes ip 65 protection of size 0.200 x 0.250 x 0.155 m complete with 1 nos mcb sp 2.5 amp & 4 way industrial connector including clamp made out of ms flat 30x5mm connection from junction box to street light fitting with three single core pvc insulated, pvc sheathed wire 2.5 sqmm copper & pvc conduit 20 mm dia complete all as specified and directed by engr-in-charge. 27 excavation in trenches by cutting of road crossing/pcc hard standing, under boundary wallfor laying of pipe/cable including making good the existing surface with same finish to match the original finish complete all as specified and directed by engr-in-charge. 28 s&fht/lt ms cable route indicator 4 dia fixed with two nos of nut, bolt and washers and provision of pcc 1 : 4 : 8 type d-2 using 40 mm grade stone aggregate of not less than 0.018 cum in each at base buried under the groundincl necessary earth work complete all as specified and directed by engr-in-charge. 29 supply, installation, testing and commissinoning lt panel board suitable for working on 3 phase ,4 wire ,415 volts, ac ,50hz indoortype, cubicle, floor mounted, free standing, dust and vermin proof, air ventilation factory fabricated made out of 2 mm thick crca sheetduly powder coated and shall be cpri approved and as approved by ge. the panel shall have front and rear opening, locking arrangement, cable alleys, bus bar chamber and switch gear compartment, hinged door with rubber gasket, bottom cable entry holes for incoming and out going cables, earthing terminals, affix danger notice plate, glands, copper bus bar duly covered with heat shrink sleeves colour coaded duly fixed ondmc/smc insulators, housed in a separate bus bar chamber and control wiring with copper conductor cables of adequate size and length, incoming and outgoing mccbs shall have extended bus bar links and mounted on 50x50x5mm sizems angle iron frame duly painted including pcc 1:2:4 type b1 (using 20 mm graded stone aggregate ) in foundation design subject to approved of age (i) nimu to sent the site requirementcomplete all as specified and directed including comprising of following :- 30 (a) mccb 400 amps, fp, 36 ka, 415 volts, 50hz - 01 no (i/c)(b) mccb 200 amps, fp, 25 ka, 415 volts, 50hz - 02 no ( chs)(c) mccb 125 amps, fp, 18 ka, 415 volts, 50hz - 04 nos (apfc, tpn db -02, spare )(d) mcb spn 40 amps, 10 ka, 220 volts, 50hz - 03 nos (garage,street light, spare-1)(e) on load chengeover 630 amps 4 pole -01 no (f)digital voltmeter, with vss - 01set(g) digital ammeter, with cts & ass - 01 set(h) led phase indication lamps ryb - 01 set(j)single phase rotary automatic light controller nature switch with voltage range 120-440v,ac,20 amps,ip-65,50hz-01 nos(k) copper bus bar tpn 600 amps rating - 01 set 31 labour for boring underground upto 100 mm bore for road crossing 3 mtr to 10 mtr not exceeding 1.5 mtr in depth for laying of electric cable and gi tubing in soft/loose soil complete all as specified. 32 m&lfor cutting existing gi pipes and insertion of new tee branches of suitable size to take branch connection of 50mm dia pp-r.note : suitable size of tee branch is deemed to be included in the quoted rate. 33 construction of stone masonary valve pit chamber of size 90cm x 90 cm x 90 cm (internal dimension) including all necessary excavation and earthwork in hard / dense soil and disposal of surplus soil to a distance not exceeding 50 meters & deposting the same as directed includingpcc in foundation of the mixture (1:4:8) d-2 stone masonary in cement motor 1:4 rendering 15mm thick in cement mortar 1:4 internally finished even and fair and pointing flush externally as the work proceeds in the same mortar as of stone masonary including mild steelframe (made out ofangle in 40x40x6mm) ms steel cover 3.15 mm thick with handle and locking arrangement with ginges angle iron flat as requiredat site including painting of all posed ms work with two coat of synthetic enamel paint over a coat of red oxide primer and painting all the steel surfaces embedded in pcc with two coats of black bituminuos paint andall other relevant work complete . 34 m&l for providing tracer/anti freezing cable required to keep the pipe warm upto avoiding freezing all as specified including electrical wiring cable for connection of suitable size 35 (central heating system)electric hot water generator : supply, installation, testing and commissioning ofpackage type electric hot water generator constructed out of ms sheet having top open-able cover for easy access and removal of heaters. the hwg shall be suitable for indoor mounting. the generator shall be provided with 50mm thick fibre glass insulation 32 kg density finished with 0.8mm / 22g aluminium cladding sheet. the generator shall have electrical capacity of 50 kw. the heater shall be electrical resistance type, copper tube with chromium plating. the generator shall be complete with float valve, pressure gauge with ball valve, master and bank thermostats, etc. the generator shall be suitable for 3 phase, 415+ 10% volts, 50 hz. ac supply. the generator shall complete with self-contained incoming isolation, ammeter, voltmeter, contactors for heater banks in three steps complete with manual/auto rotary switches. 36 notes:- (i) allneccassary accessories required for the proper fucntioning of hot water genearator are included in price.(ii) the prices should include lifting, shifting and positioning of units at site.(iii) hot water genearator installation to done as per manufacturer recommendation with all installation requirements i.e foundation, vibration isolator,insulationetc as recommended by manufacturer for the ambient temperature of site. odu installation is included in odu price which includes the civil struture, mechanical structureetc as recommended bymanufacturer.(iv) the contractor/oem will shall submit the hot water generator capacity/burner capacity conforming to relevant is code(v) oem should submit the installation and maintenance schedule/ manual for the boiler. 37 glycol circulation centrifugal pumps: supply, installation, testing & commissioning of pn16 ratedaxial split coupled vertical inline water pump set with ci casing, bronze impeller, ss shaft and externally flushed outside type balanced mechanical seal and non overloading motor, as per specifications and drawings. with suitable hp, tefc squirrel cage induction motor with ie3 type class f insulation, motor shall be rating of ip 55, operating on 415 ±10% volts, 3 phase, 50hz ac supply. the external flush line must be used for the purpose of heat dissipation from the mechanical seal.pumps with performance characteristics as given below:the internal components of pumps including mechanical seal shall be suitable to sustain a fluid temperature of -25 degree celcius to 120 degree celcius. vendor shall be provide antivibration arrangement for pumps . 38 the scope also shall include following below mentioned:(i) electrical by pass starter for pump setas recommended by oem. (ii) 25 mm thick polyviny nitrile rubber insulation duly cladded between aluminium sheets of 0.5mm thickness and properly clamped to pump.(iii) pressure gauges 150 mm dia -03 nos (iv) mounting frame with antivibration pads (in case pumps are inline, anti vibration system shall be as per manufacturers recommendation) (v) rcc/cement concrete foundation for the pump unit. (in case pumps are inline, foundation shall be as per manufacturers recommendation).pump capacity are as under:capacityand pump headnot less than flow 25 usgpm , head 20 mtr (refernce model no. : armstrong : series 4300 - 40-150 - 2p - 1.5 kw) each including the triple duty valve and end suction guide. 39 expansion tank and pressurisation unit:supply, installation, testing and commissioning of insulated pressurised closed water expansion tank suitable for total volume ofglycol - water solution, circuit along with necessary accessories such as along with necessary accessories such as 2 nos pumps (1working +1standby) with pressure transmitter andinterconnecting pipe & isolating valve complete with piping connections, safety relief valve, drain valve, pressure gauge, automatic air purging arrangement, etc.with pressure transmitter andinterconnecting pipe & isolating valve complete with piping connections, safety relief valve, drain valve, pressure gauge, automatic air purging arrangement, etc. the tank shall be pre-charged. expansion tank shall be with replaceable heavy duty butyl rubber bladder. the tankconnections should be as per oem recommendationsand 20 mm drain and charging valve connection to facilitate the on site charging of nitrogen in the tank.the tank shall be fitted with lifting rings and a floor mounting skirt for vertical installation. the tank must be constructed in accordance with is-standard 2825-1969 (withlates revision)and rated at pn 16 . the complete system shall be sourced from single manufacturer and supplied and installed with all accessories and safety fixtures required for proper functioning of the complete hydronic system.the tank shall be duly painted in approved colour shall be complete with pressure switches and power distribution and control panelip55 control panel, pressure transmitter, interconnecting piping & wiring. (tank capacity 500 ltrs). hot glycol - water closed vessel pressurized expansion tank as described above shall be duly insulated with 50 mm thick puf/nitrile rubber insulating material or equivalent u valueinsulating material and cladded with aluminium sheet (20g). electrical by pass starter for pump setas recommended by oem. 40 expansion tank of 500 lts capacity 41 pressurization unit: for pump set -03 nos with control panel and accessories. 42 make up tank: supply, installation, testing and commissioning of factory made make up water tank, rectangular/circular shape, of 4 mm thick ms sheet (is 2062), of capacity of 550 litres complete with inlet, outlet, overflow, drain pipe of ms and vent with flame arrestor. tank will be provided with supports made out of minimum 50mm angle iron duly painted, to keep tank base at minimum (1000mm) above ffl. service platform shall be provided as per recommendations of oem. the tank shall be provided with remote indication of levels provided level switches for on-off operation of tranfer pump. extra high level and extra low level alarm shall be provided. tank and structure shall be painted with two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.make up water tank as describedabove should beduly insulated with 50 mm thick puf/nitrile rubber insulating material and cladded with aluminium sheet (20g). 43 supply, installation, testing and commissioning ofsteel plate radiator( wall mounted) confirming en- 442 , working pressurerange from 10-13 bar having workinh temparture of 110°c, complete with top grill side cover as standard along with inlet ,outlet valve, air purge valve andwith threaded plug, flow regulator as per oem.the below desired capacity should be calculated at altitude of 3600 mts above sea level. capacity calculation sheet to be provided to engineer in charge. the below mentioned capacity is at inlet temp: 75 degree celcius , outlet temp: 65 degree celcius. referemcwe model series. 44 1.5 kw, type: 33- dkek, length is 1000 mm and height is 600 mm of radiator. 45 2.5 kw, type: 33- dkek, length is 1000 mm and height is 600 mm of radiator. 46 3.5 kw,type: 33- dkek, length is 1600 mm and height is 600 mm of radiator. 47 5 kw,type: 33- dkek, length is 1600 mm and height is 900 mm of radiator. 48 5 kw,type: 33- dkek, length is 2000 mm and height is 600 mm of radiator 49 m & l for pre-insulated ms pipe,class c havingminimum thicknes of puf insulation as mentioned below and of density 36 kg/cum and 26 gauge al cladding complete suitable for above ground as per sizes shown.the pipes should be insulated with closed cell puf of density 36±2 kg/cum of below mentioned thickness. the pipe should be workable in the temp. range of-50 degree celciusto120 degreec celcius. note:-the pipes size 150mm & below shall be m.s. ‘c’ class as per is : 1239 50 80 mm with 36 mm puf thicknes and 26 gauge al cladding. 51 50 mm with 36 mm puf thicknes and 26 gauge al cladding. 52 50 mm with 36 mm puf thicknes and 26 gauge al cladding. 53 40 mm with 36 mm puf thicknes and 26 gauge al cladding. 54 20 mm with 36 mm puf thicknes and 26 gauge al cladding. 55 buried under ground/exposed to ambient:80 mm with 50 mm puf thicknes and hdpe cladding, 26 gauge al cladding. 56 cabel tray :-supplying and installing following size of perforated painted with powder coating m.s. cable trays with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling/ground/wall with m.s. suspenders as per is code including bolts & nuts, painting suspenders etc. as required of size 150 mm width x 50 mm depth x 1.6 mm thickness 57 supplying, fixing, testing and commissioning of following diameter valves (pn-16 rating) (complete with flanges integral or welded, fittings, nuts, bolts & gaskets (pn-16 rating), strainers (complete with flanges integral or welded, fittings, nuts, bolts & gaskets (pn-16 rating), gauges etc for condenser water circulation as per specifications. insulation thickness ofvalves should be equal to the insulation of puf and gi cladding of pipe section as specified. butterfly valve ( insulated valves) with ci body ss disc nitrile sheet & o ring, complete with fittings, nuts, bolts & gaskets.butterfly valve ( insulated valves) with ci body ss disc nitrile sheet & o ring, complete with fittings, nuts, bolts & gaskets. 58 80 mm dia butterfly valve 59 65 mm dia butterfly valve 60 50 mm dia butterfly valve 61 supplying, fixing, testing and commissioning of y-strainer (insulated valves) of ductile ci body flanged ends with stainless steel strainer forhot water circulation including insulation thickness ofvalves should be equal to the insulation of puf and gi cladding of pipe section as specified of size 50 mm dia y strainer. 62 supplying, fixing, testing and commissioning of non - return valve (insulated valves) with duel plate of ci body ss plates vulcanized nbr seal flanged end & pn 16 pressure rating forhot water circulation includinginsulation thickness ofvalves should be equal to the insulation of puf and gi cladding of pipe section as sepcified of size 50 mm dia nrv. 63 supplying, fixing, testing and commissioning of automatic air purge valves forhot water circulation headeras specified of size automtic air purge valve 20 mm dia. 64 supplying, fixing, testing and commissioning of air separator compleate allas specified of size 50 mm dia. 65 supplying, fixing, testing and commissioning of water pressure gauge (100 mm dia) bourdon type with brass ball valve of 3/8 dia and ss tubing, socket.range (0-50) / (0-100) as required by engineer in charge. 66 supplying, fixing, testing and commissioning of mercury in glass industrial thermometer in ss-304 casing with 0.5 c least count, range 0-50 c. brass oil filled thermowell of 1/2 size as required by engineer in charge. 67 electrical distribution panel supply, installation, commissioning and testing of factory made, chs plant, indoor type made out of crca sheet 2 mm thick, frame factory fabricated with front and back openable double door with locking arrangement, with ms angle section 50x50x6 mm support, duly powder coated painting having thickness not less than 100 microns provided suitable gasket to make it dust and vermin proof, suitable for 3 phase4 wire, 415 volts, 50 hz, ac supply system, floor mounted and grounting the legs of panel in pcc foundation 1:4:8 complete as all directed suitable for and including the following :- 68 incomers(i) bus bar tpn al extensible type main bus bars of minimum of 600 a capacity (as per capacity of corresponding incoming / bus couplers) , and auxilliary bus bars ofsuitable capacity with heat shrunk coloured sleeves and i/c smc bus bars supports at required intervals complete for cross section, size supports & their spacing etc. for withstanding fault level of50ka .(ii)mccb 400 amps, 415 volt, 36 ka, 4 pole,microprocessor release- 01 no for incoming (extended rotary operating handle, phase spreader links and phase barriers ) make: legrand/schenider/simensoutgoings(i) 3nos- 125a ,25 ka tpnmccb/acbwith microprocessor release (3# hot water generator)(ii) mcb 10 amp,tpn,10ka, c curve - 06, 3 nos for pumps , 2 nos for pumps ,01 nos for glycol transfer pump(iii) led phase indication lamps (01 set) with 2amp back up mcb,breaker on/off indicating light with 2a mcb, test terminal block set, circuits as per standard practice, auxiliary contacts for positive interlocking of the breakers as required. - 2 set (iv) digital ammeter with in built ass,metering c.t.scast resin type, 15va, and accuracy class-1of 800/5a for measuring current in each phase - 01 set.(v) all accessories prewired with appropriate size copper strip or wire and thimbles etc. all as required including foundations as per manufacturers recommendations all as directed by engnr-in-charge.note : contractor will submit the drawing for approval of panel to ge before execution. 69 lt cables : supply & laying/ fixing of following size xlpe insulated and pvc sheathed copper conductor armoured cable/unarmoured as required of 1.1 kv grade complete as require (isi marked) (in ground/in pipe/in duct/on surface/on cable tray) 70 3.5 core x 70 sq.mm. (electric hot water generator) 71 4.0 core x 10 sq.mm. (pump) and (pressurization unit) 72 2 core x 10 sq.mm. (pump) 73 2 core x 6 sq.mm (pressurization unit) 74 earthing complete with copperearth plate electrode of size 60cm x 60cm x 6mm buried directly in ground vertically at a depth not less than 2.25 metre below normal ground level with top edge of earth plate at a depth not less than 1.5 metre below normal ground level surrounded from all sides by 15 cm thick and packed layer of charcoal dust and common salt filling in alternate layers etc and connected to and including copper strip of size 32x6 mm up to 7.5 mtr by means of bolts, nuts, check nuts and washers made of brass and protected by light grade 40mm dia upto 7.5 mtr long gi pipe connected to main controlboard and gi pipe light grade 20mm bore for watering and including funnel, wire mesh, rcc pit cover 50mm thick and pcc chamber pit with pcc 1:2:4 type c2 (including excavation and earth work disposal of surplus soil to a distance not exceeding 50 metre) and testing making test point and testing after completion all as specified and shown on plate no 3 of ssr part-i 2009 complete all as specified & directed by engr-in-charge 75 s&f rubber matting conforming to is-15652-2006 complete as required. of size2m x 1m x 25 mm 76 glycol - water solutionsupplying of ethylene glycol concentrate along with the necessary additives and inhibitor in cognition in sealed barrels complete all as directed.note;- (i) the glycol concentrate shall be mixed with potable water supplied by contractor and filled in central heating system pipe line after proper leak test of entire circuit. the glycol water mixture ratio shall be 45 : 55 and freezing temperature shall be - 45 degree celcius (ii) first charge of glycol is included in the quoted rate. first charge include charge in chs pipe linestorage tank. (glycol 45 % ,water 55 %) 77 for chs 78 supply of gycol for running of plant for 12 months 79 glycol circulating pump: supply, erection, testing and commissioning oftransfer pumps for the capacity of 5 lpm 5 meter head for glycol fluidtransfer with base frame foundation, bolts coupling coupling guard,tefc, (oem design hp for the required flowand head ) andother accessories for proper function of the pump. 80 oxygen gas manhold : supply , installation , testing and commission 4+4 oxygen manifold with middle frame, tail pipe, nrv and essab make 10x14 regulator complete all as specified and directed by engr in charge . 81 supply , installation , testing and commission 3 cylinder emergency inlet for oxygen complete all as specified and directed by engr in charge . 82 supply , installation , testing and commission automatic control panel with analog display 02 for oxygen complete all as specified and directed by engr in charge. 83 s&f of copper tubing of size 15 mm od, en -13348 grade , 0.9 mm wall thickness including proper saddling , clamping and insertion of branches connections including all fitting for medical use, complete all as specified and directed by engr in charge. 84 s&f of copper tubing of size 12 mm od, en -13348 grade , 0.9 mm wall thickness including proper saddling , clamping and insertion of branches connections including all fitting for medical use, complete all as specified and directed by engr in charge. 85 s&f bs type gas outle with probe for oxygen for medical compleate all as specified and directed by engr in charge 86 s&f 1/2 brass ball valve with end fittings including all fittings for medical usecomplete all as specified and directed by engr in charge. 87 s&f bpc flow meter (0-15 lpm) including humidfire bottle complete all as specified and directed by engr in charge . 88 s&f 3/8 brass ball valveincluding all fittings for complete all as specified and directed by engr in charge. 89 stand by dg set : supply,install, test and commissioning of silent diesel engine generating set 415 volts, 3 phase, 4 wireengine as per is08528 conforming to cpcb norms iv, and alternator as per is08528 of capacity 400 kva at ntp with control panel having meters, sound proof canopy etc with foundation (as per oem design) including all accessories as per manufactures standard and as per the details given below and independent relay panel for automatic on mains failure:- ac generator should be suitable for ambient conditions at nimu leh area. 90 (a) alternator : standard design alternator rated at 400 kva (320kw)net output at power factor 0.8, ac, 3 phase 4 wire, 415 v, 50 cycles/second, 1500 rpm self excited, self regulated, screen protected, drip proof ip 23 enclosure, brush less design, voltage regulation ± 2.5 % rated voltage from no load to full load and frequency regulation within ± 1.5 % tolerence. (b)diesel engine : vertical diesel engine of suitable capacity, water cooled, closed circuit as per bs-649 or is-1002 direct injection type turbo charged, electric starting system having rated speed 1500 rpm. the dg set shall be capable for running with 10% over loading for 01 hour in every 12 hours as perbs-5514/bs-649. engine shall be multi cylinder, multi stroke, direct injection andequipped with all standard fitting as per manufactures recommendations and mounted on common base frame with following specifications.(a) fly wheel with housing (i) common base frame of sturdy design suitable for anti vibration mounting and permanent concrete foundation for mounting engine and alternator as per manufacturers instructions (b) cooling system (i) radiator with fan & belts & guard, rubber hoses and thermostat. (ii) cooling water pump centrifugal type . 91 (c) governer : electronic governer (d) electric starting system : electric self starter , 24 volts dc(12 volt, 150 ah battery 2 nos)charging alternatoraspermanufacturers design,copper leads with lugs of adequate size complete with initial charging of maintenance free battery 2x12 volt 150 ah capacity. (e) generator monitoring panel : comprising of following :- (i) microprocessor based genset controller for metering, monitoring, governing and protection. (ii) engine protection for low lub oil pressure, high coolant temperature (alarm & shutdown) (iii) alternator protection parameters like under voltage, over current, under frequency, over frequency (alarm & shut down) (f) accessories:avm pads built or separately mounted to manufacturer base frames. (g) coupling arrangements: fixed coupling, flywheel to suit fixed coupling and fly wheel housing.(h) exhaust system : should have equipped with emission control device as per latest govt norms. silencer complete with exhaust pipe of suitable size upto and out side the building all covered with asbestos rope of suitable size all as specified and as directed.(j) fuel tank: daily service fuel tank of capacity suitable for 8 hours continuous operation made out of 3 mm thick (heat retardant) sheet with indicating gauge, built inside the acoustic enclosures or as per manufacturers design 92 (c)acoustic enclosure : all as per cpcb norms iv and oem of dg sets design.(d)amf panel : supply, install, testing and commissioning of amf panel outdoor type, cubical body,dust and vermin proofmade up of crca sheet painted with two coats of synthetic enamelled paint over a coat of red oxide primer confirming to ip 45 with front and rear opening with louvers andmounted on floor with pcc pedestal pillars with a clearance of atleast 0.3 m above ground level with glands sockets etc with provision of cable entry from bottom all pre wired and connected complete with following accessories:-(i) microprocessor based panel -01 no(ii) power contactor heavy duty suitable for generator and mains (iii) over load relay for genset (iv) suitable rating isolating switch mccb for both dg & main supply.(v) multi functioning meter to indicate voltage, current, frequency, p f, kw & kwh etc (vi) emergency stop push button.(vii)set of indicaters : - (a)low lube oil pressure (b) dg set over load(viii) push button to start, stop (ix) mode selector switch i.e auto/manual/test/ off.(x) set of instrument fuse (xi)set of aluminium bus bar of 600 amps capacity 3 ph, 4 wire system (xii) automatic battery charging unit with dc voltmeter, ammeter and selector switch for trickle/ boost charging.(xiii) by pass arrangement of main supply when amf circuit fail due to any fault with provision of suitable rating change overs and switches. 93 the following items are deemed to be included in the rate quoted for all dg sets:- (i) dhpp for testing purpose shall be supplied by the contractor without any extra cost to department. (ii)the contractor shall arrange for artificial load (water load/electrical load) for testing for final testing of dg set at site and the cost is deemed to be including in above offer. (iii) testing of sound level should carried out at the site in presence of engineer-in-charge(iv) one set of latest spare part catalogue with price, exploded view of parts and users manual are deemed to be included in the quoted rate.(v) all civil works including foundation for dgset as per manufacturers drawing/ specification, foundation for amf panel shall deemed to be included in the quoted rate.(vi) the rate quoted is deemed to be included for initial filling of radiator coolant and lubricating oil upto level.

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