Laying Fitting Of Rising Main, Gravity Main Distribution Network Of G.I.Pipes, Of Wss Kashirah As Per Sbd Laying Fitting Of Rising Main, Gravity Main Distribution Network Of G.I.Pipes, Of Wss Kashirah As Per Sbd
Tender Value
4.47 Crore
Estimated cost
Bid Submission
16 Jun 2022
0 days left
EMD
8.95 Lakhs
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
udhampur → Jammu And Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Laying Fitting Of Rising Main, Gravity Main Distribution Network Of G.I.Pipes, Of Wss Kashirah As Per Sbd Laying Fitting Of Rising Main, Gravity Main Distribution Network Of G.I.Pipes, Of Wss Kashirah As Per Sbd
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 04-Jun-2022 | date corrigendum | Date | 16-Jun-2022 |
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in bulk excavation by manual meansover areas (exceeding 30 cm in depth, 1.5m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil. |
| 2 | Earth work in excavation by manual means in trenches for foundation , drains , pipes cables etc (not exceeding 1.5 mtr in width) and for shafts wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed inall kinds of soils. |
| 3 | Laying and fitting of M.S. pipe ( all classes)complete excluding the cost of pipes ,fittingsand earth work. G.I Pipe 250mm dia |
| 4 | Laying and fitting of M.S. pipe ( all classes)complete excluding the cost of pipes ,fittingsand earth work. G.I Pipe 200mm dia |
| 5 | Laying and fitting of G.I pipe ( all classes)complete excluding the cost of pipes ,fittingsand earth work. G.I Pipe 150mm dia |
| 6 | Laying and fitting of G.I pipe ( all classes)complete excluding the cost of pipes ,fittingsand earth work. G.I Pipe 100mm dia |
| 7 | Laying and fitting of G.I pipe ( all classes)complete excluding the cost of pipes ,fittingsand earth work. G.I Pipe 80mm dia |
| 8 | Laying and fitting of G.I pipe ( all classes)complete excluding the cost of pipes ,fittingsand earth work G.I Pipe 65 mm dia |
| 9 | Laying and fitting of G.I pipe ( all classes)complete excluding the cost of pipes ,fittingsand earth work G.I Pipe 50 mm dia |
| 10 | Laying and fitting of G.I pipe ( all classes)complete excluding the cost of pipes ,fittingsand earth work. G.I Pipe 40 mm dia |
| 11 | Laying and fitting of G.I pipe ( all classes)complete excluding the cost of pipes ,fittingsand earth work G.I Pipe 32 mm dia |
| 12 | Laying and fitting of G.I pipe ( all classes)complete excluding the cost of pipes ,fittingsand earth work. G.I Pipe 25 mm dia |
| 13 | Laying and fitting of G.I pipe ( all classes)complete excluding the cost of pipes ,fittingsand earth work. G.I Pipe 20 mm dia |
| 14 | Laying and fitting of G.I pipe ( all classes)complete excluding the cost of pipes ,fittingsand earth work. G.I Pipe 15 mm dia |
| 15 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating eachdeposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 16 | Dismanttling manually/mechanically including stacking of serviceable material and disposal of unserviceable material within 50 meter lead as per direction of Engineer-in-charge: Water bound macadam road. |
| 17 | Dismanttling manually/mechanically including stacking of serviceable material and disposal of unserviceable material within 50 meter lead as per direction of Engineer-in-charge: Bituminous road. |
| 18 | Providing & Fixing brass bib cock of approved quality 15 mm nominal bore |
| 19 | Providing & fixingbrass ferrule with C.I . Mouth cover including boring & tapping the main 15 mm nominal bore |
| 20 | Welding of joints by electric arc welding including, testing and commissioning of joints including carriage of set and all other accessories including making arrangement for electric supply/arrangement for Generator etccomplete |
| 21 | Making interconnection of G I distribution branch with G IMainby providing and fixing tee, union incl. cutting and threading of pipe etc complete50mm to 80mm dia. |
| 22 | Making interconnection of G I distribution branch with G IMainby providing and fixing tee, union incl. cutting and threading of pipe etc complete25mm to 40mm dia. |
| 23 | Sliuce valve: ISI Marked/Heavy duty Sluice valve (Variety:PD) for water works purpose, CI double flanged type with hand wheels and pressure desiganation conforming to IS 4846/2000 with upto date amendments. Components/part of Sluice valves shall be manufactured from basis material given in relevant IS:Code. The valves shall be tested for (Closed end test) against hydrostatic test requirement. 250MM dia (PN 1.6 ) |
| 24 | Sliuce valve: ISI Marked/Heavy duty Sluice valve (Variety:PD) for water works purpose, CI double flanged type with hand wheels and pressure desiganation conforming to IS 4846/2000 with upto date amendments. Components/part of Sluice valves shall be manufactured from basis material given in relevant IS:Code. The valves shall be tested for (Closed end test) against hydrostatic test requirement. 150MM dia (PN 1.6 ) |
| 25 | Sliuce valve: ISI Marked/Heavy duty Sluice valve (Variety:PD) for water works purpose, CI double flanged type with hand wheels and pressure desiganation conforming to IS 4846/2000 with upto date amendments. Components/part of Sluice valves shall be manufactured from basis material given in relevant IS:Code. The valves shall be tested for (Closed end test) against hydrostatic test requirement. 100MM dia (PN 1.6 ) |
| 26 | Sliuce valve: ISI Marked/Heavy duty Sluice valve (Variety:PD) for water works purpose, CI double flanged type with hand wheels and pressure desiganation conforming to IS 4846/2000 with upto date amendments. Components/part of Sluice valves shall be manufactured from basis material given in relevant IS:Code. The valves shall be tested for (Closed end test) against hydrostatic test requirement. 80MM dia (PN 1.6 ) |
| 27 | Sliuce valve: ISI Marked/Heavy duty Sluice valve (Variety:PD) for water works purpose, CI double flanged type with hand wheels and pressure desiganation conforming to IS 4846/2000 with upto date amendments. Components/part of Sluice valves shall be manufactured from basis material given in relevant IS:Code. The valves shall be tested for (Closed end test) against hydrostatic test requirement. 65 MM dia (PN 1.6 ) |
| 28 | Cast Steel Sliuce valve: ISI Marked/Heavy duty Sluice valve (Variety:PD) for water works purpose, CI double flanged type with hand wheels and pressure desiganation conforming to IS 4846/2000 with upto date amendments. Components/part of Sluice valves shall be manufactured from basis material given in relevant IS:Code. The valves shall be tested for (Closed end test) against hydrostatic test requirement. 250MM dia (PN 1.6 ) |
| 29 | Cast Steel Sliuce valve: ISI Marked/Heavy duty Sluice valve (Variety:PD) for water works purpose, CI double flanged type with hand wheels and pressure desiganation conforming to IS 4846/2000 with upto date amendments. Components/part of Sluice valves shall be manufactured from basis material given in relevant IS:Code. The valves shall be tested for (Closed end test) against hydrostatic test requirement. 200MM dia (PN 1.6 ) |
| 30 | Cast Steel Sliuce valve: ISI Marked/Heavy duty Sluice valve (Variety:PD) for water works purpose, CI double flanged type with hand wheels and pressure desiganation conforming to IS 4846/2000 with upto date amendments. Components/part of Sluice valves shall be manufactured from basis material given in relevant IS:Code. The valves shall be tested for (Closed end test) against hydrostatic test requirement. 150MM dia (PN 1.6 ) |
| 31 | Cast Steel Reflux valves: ISI Marked/Heavy duty swing check type Reflux (Non return) valves for water works purposes single door pattern conforming to IS: 5312(Part - I) - 1984 with upto date amendments nominal pressure as mentioned 250 mm dia (PN 1.6) |
| 32 | Cast Steel Reflux valves: ISI Marked/Heavy duty swing check type Reflux (Non return) valves for water works purposes single door pattern conforming to IS: 5312(Part - I) - 1984 with upto date amendments nominal pressure as mentioned 200 mm dia (PN 1.6) |
| 33 | Cast Steel Reflux valves: ISI Marked/Heavy duty swing check type Reflux (Non return) valves for water works purposes single door pattern conforming to IS: 5312(Part - I) - 1984 with upto date amendments nominal pressure as mentioned 150 mm dia (PN 1.6) |
| 34 | Providing and fixing CI double acting air valve of approved quality with bolts, nuts, insertions, etc. ( the tail piece, tapers etc. if required will be paid separately) 50mm dia |
| 35 | Providing and fixing of gun metal gate valvewith C.I. wheel of approved quality as per BIS specifications (screwed end) 100 mm nominal bore |
| 36 | Providing and fixing of gun metal gate valvewith C.I. wheel of approved quality as per BIS specifications (screwed end) 80 mm nominal bore |
| 37 | Providing and fixing of gun metal gate valvewith C.I. wheel of approved quality as per BIS specifications (screwed end) 65 mm nominal bore |
| 38 | Providing and fixing of gun metal gate valvewith C.I. wheel of approved quality as per BIS specifications (screwed end) 50 mm nominal bore |
| 39 | Providing and fixing of gun metal gate valvewith C.I. wheel of approved quality as per BIS specifications (screwed end) 40 mm nominal bore |
| 40 | Providing and fixing of gun metal gate valvewith C.I. wheel of approved quality as per BIS specifications (screwed end) 32 mm nominal bore |
| 41 | Providing and fixing of gun metal gate valvewith C.I. wheel of approved quality as per BIS specifications (screwed end) 25 mm nominal bore |
| 42 | Providing and fixing of gun metal gate valvewith C.I. wheel of approved quality as per BIS specifications (screwed end) 20 mm nominal bore |
| 43 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work up to plinth level with 1:4:8 (1 cement : 4 coarse sand : 8 graded stone upto 40mm thick size nominal size) |
| 44 | Providing &layingin position cement concrete of specified grade excluding the cost of centering and shuttering -all work upto plinth level in 1:3:6 (1 cement:3coarse sand : 6 graded stone upto 20mm thick size nominal size) |
| 45 | Supply of stone in Horizontal on level |
| 46 | Dumping andfilling of stone in Horizontal on level |
| 47 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 48 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering finishing and reinforcement with1:1½:3 (1 cement: 1½ Coarse sand : 3 graded stone aggregate 20mm nominal size)using crushed stone agg.) |
| 49 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 50 | Reinforced cement concrete work in walls (any thickness) including attached pilasters,buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement in 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 51 | Reinforcement cement concrete work in Arches, archribs, domes, vaults shells, folded plate and roofs having slope more than 15°upto floor five level level including curing but excluding the cost of centering, shuttering finishing and reinforcement with 1:1½:3 (1cement : 1½ coarse sand: 3 graded stone aggregate 20mm nominal size) |
| 52 | Providing and laying in position machine batched and machine mixed design mix M-25grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workabilitywithout impairing strength and durability as per direction of Engineer-incharge..All works upto plinth levelNote: - Minimum cement content considered is @ 330 kg/ cum. Any quantity less than 330 kg/cum as per design mix shall be deducted @ Rs 976.70/Qtl (As per SSR 2020). However no extra shall be paid for higher quantity of cement used as per design mix. |
| 53 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. All works above plinth level upto floor V levelNote: - Minimum cement content considered is @ 330 kg/ cum. Any quantity less than 330 kg/cum as per design mix shall be deducted @ Rs 976.70/Qtl (As per SSR 2020). However no extra shall be paid for higher quantity of cement used as per design mix. |
| 54 | Extra for providing richer mixes at all floor levels. Providing M-30 grade concrete instead of M-25 grade BMC/RMC.Note: - Minimum cement content considered is @ 340 kg/ cum. Any quantity less than 340 kg/cum as per design mix shall be deducted @ Rs 976.70/Qtl (As per SSR 2020). However no extra shall be paid for higher quantity of cement used as per design mix. |
| 55 | 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-500 or more |
| 56 | Brick work with common burnt clay (non modular) bricks of class designation 7.5 in foundation and plinth including curing in: Cement mortar 1:6 (1 cement: 6 coarse sand) |
| 57 | Extra for Brick work with common burnt clay bricks in superstructure above plinth level up to floor V level |
| 58 | Centering and shuttering including strutting, propping etc and removal of form work for foundation,footings, base for columns etc for mass concrete . |
| 59 | Extra for shuttering in circular work |
| 60 | Centering and shuttering including strutting, propping etc and removal of form work for Walls(any thickness) including pilasters, butresses,plinth and string courses etc. |
| 61 | Extra for shuttering in circular work |
| 62 | Centering and shuttering including strutting, propping etc and removal of form work fo Suspended floors, roofs, landings, balconies and access platforms. |
| 63 | Columns, pillars, piers, abutments, posts and struts. |
| 64 | Centering and shuttering including strutting, propping etc and removal of form work forLintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 65 | Centering and shuttering including strutting, propping etc. and removal of form for:Arches, domes, vaults upto 6 m span |
| 66 | Extra for arches, domes, vaults exceeding 6 m span |
| 67 | Edges of slabs and breaks into floor & walls under 20 cm wide |
| 68 | Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete40mm thick with 20mm nominal size stone aggregate |
| 69 | 12mm thick cement plaster of mix 1 : 4 (1 cement : 4 Coarse Sand) |
| 70 | 15 mm thick cement plaster of mix 1 : 4 (1 cement : 4 Coarse Sand) |
| 71 | Extra for plastering on circular work not exceeding 6.0 m in radious (in One coat) |
| 72 | Providing and laying Vitrified 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 brand & manufacturer, in all colours and shades, in skirting, riser of steps, laid with cement basedhigh polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints |
| 73 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, allnecessary fittings complete, including applying a priming coat of approved steel primer Using flats 30x6mm for diagonal braces and central cross piece. |
| 74 | Painting with synthetic enameled paints of approved brand and manufacture to give an even shade two or more coats on new work over an under coats of suitable shade with ordinary paints of approved brand and manufacture. New work (two or more coats) applied @ 3.84 kg/10 Sqm. |
| 75 | Providing and mixing water proofing material in cement concrete work @ 1 kg per 50 kg of cement |
| 76 | Finishing exterior & Interior with Water proofing cement paint of approved brand and manufacture to give an even shade new work(Two or more coats [email protected]/10Sqmt) |
| 77 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade on New work (two or more coats) over and including priming coat with water thinnable cement primer |
| 78 | Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 79 | Supply and fixing rolling shutter of approved mark made of requiredsize M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength confirming to IS:4454 part-1 and M.S. top with push and pull operation complete, including the cost of providing and cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover |
| 80 | Providing and fixing Glass strips in joints of terrazzo/ cement concrete floors. 40 mm wide & 4 mm thick |
| 81 | Providing and incorporating ( During concretingGP sheet strings water seal 1.25 mm nominal thick at const. joints includingends so as to form a continues barrier strips area excluding laps to bemeasured |
| 82 | Providing and fixing on wall face un-plasticized Rigid PVC rain waterpipes 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 75 mm diametre |
| 83 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete |
| 84 | Providing and fixingM.S. pipes complete with G.I. fittings excludingtrenching and refilling etc. (external work) 200mm dia (Medium)(for washout/delivery main/welded with MS plate thick 300x300mm size and for suction pipe) |
| 85 | Providing and fixing water closet squatting pan (Indian type W.C. pan)with 100 mm sand cast Iron P or S trap, 10 liter low level white P.V.C.flushing cistern, including flush pipe (of approved make) with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete, including cutting and making good the walls andfloors wherever required. White vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. |
| 86 | Providing and fixing wash basin with C.I. brackets, 15mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required : White Vitreous China Wash basin size 630x450 mm with a pairof 15 mm C.P. brass pillar taps. |
| 87 | Providing and fixing 15mm nominal bore C.P brass bib cock of approved quality conforming to I.S 8931 |
| 88 | Providing and fixing 15mm nominal bore C.P brass long nose bib cock of approved quality conforming to I.S standereds and weight not less than 810 grms |
| 89 | Providing and fixing 15mm nominal bore C.P brass angle valve for basin mixer and geyser points of approved make conforming to IS |
| 90 | Providing and fixing C.P brass extension nipple of approved make and quality as per direction of Engineer in charge |
| 91 | Providing and fixing 15mm nominal bore of standered back type C.P brass close hole Basin mixer piller tap of approved quality and make weighing not less than 1.970kg |
| 92 | Providing and fixing PTMT soap dish holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106gms |
| 93 | Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour15 mm nominal bore, weighing not less than 32gms |
| 94 | Polyethylene water storage tank with cover and suitable locking arrangement |
| 95 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps,including cutting and making good the walls etc.: Internal work-Exposed on wall 15 mm dia. nominal bore (Light) |
| 96 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc.:Internal work-Exposed on wall 20 mm dia. nominal bore (Light) |
| 97 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per I.S. 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink without drain board 470x420mm bowl depth 178mm |
| 98 | Providing and fixing brass bib cock of approved quality.15 mm nominal bore |
| 99 | Providing and fixing 15 mm nominal bore C.P. brass angle valve for basin mixer and geyser points of approved make conforming to IS : 8931 |
| 100 | Providing and fitting concealedElectrification of operator room/ Pump Room/ Intake including kitchen, bathroom, verandah etc. (complete job) i.e. LED lights = 10 Nos including Fuse box 1 No. Main switch (with complete wiring and switches), 4 no 15 Amp sockets , 5 Amp 5 no. sockets, 01 no fan, etc as per BIS standards ( as per directions of Engineer- In-charge) |
| 101 | Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm |
| 102 | Supplying and stacking at site Graded crushed stone aggregate of size 53 mm to 22.4 mm |
| 103 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening/ binding material to fill up interstices of coarse aggregate, watering and compacting to the required density |
| 104 | Supplying and stacking at site Stone screening of size 11.2 mm nominal size (Type B) |
| 105 | Supplying and stacking at site Good Earth |
| 106 | Supplying and stacking at site Stone Dust |
| 107 | Providing and applying tack coat using hot straight run bitumen of grade – VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications.On W.B.M. @ 0.75 Kg/sqm |
| 108 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity |
| 109 | Providing and applying tack coat using hot straight run bitumen of grade – VG-10, including heating the bitumen, spraying the bitumen withmechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On bitumen surface @ 0.50 Kg/sqm |
| 110 | 2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).With paving Asphalt grade VG-30 with no solvent |
| 111 | Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg ofbitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete |
| 112 | Carriage ofG I Pipesfrom Departmental Store at Udhampur by Mechanical Transport to site of work including cost for loading ,unloading& stacking for an av. distance ofAverage 20 km |
| 113 | Carriage ofG I Pipes by Manual mean from Road side (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance ofAverage 100 m |
| 114 | Carriage ofstone aggregate (Crushed) above 40 mmby Mechanical Transport from source (to be identified by engineer in charge) to road side including cost for loading and unloading.for an av. distance of 20 km |
| 115 | Carriage ofstone aggregate (Crushed) above 40 mmby Head Load from source (to be identified by engineer in charge) to road side including cost for loading and unloading.for an av. distance of 100 m |
| 116 | Carriage of Sandby Mechanical Transport from source (to be identified by engineer in charge) to road side including cost for loading and unloading.for an av. distance of 70 km |
| 117 | Carriage ofstone aggregate (Crushed) upto 20 mmby Mechanical Transport from source (to be identified by engineer in charge) to road side including cost for loading and unloading.for an av. distance of 20 km |
| 118 | Carriage of sand andstone aggregate (Crushed) above 20 mmby Manual means from road side(to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of100 m |
| 119 | Carriage of Soling stone/ boulders by Mechanical Transport from permitted Blocks/ Nallah(to be identified by engineer in charge) to site of work including loading and unloading. for an average distance of20 km |
| 120 | Carriage of Soling stone/ boulders by manual means fromroad side (to be identified by engineer in charge) to site of work including loading and unloading. for an average distance of100 m |
| 121 | Carriage ofBricks by Mechanical Transport from source (to be identified by engineer in charge) to road side including cost for loading and unloading.for an av. distance ofAverage80 km |
| 122 | Carriage ofBricks by manual Menas from road side (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance ofAverage 100m |
| 123 | Carriage ofcement & steelfrom nearest market (as approved by Engineer in Charge)to road sideby Mechanical Transport to site of work including cost for loading ,unloading& stacking for an av. distance ofAverage 15 km |
| 124 | Carriage ofcement by manual means from road side (to be identified by Engineer in Charge)to site of work including cost for loading ,unloading& stacking for an av. distance ofAverage 100 m |
| 125 | Carriage ofsteel by manual means from road side (to be identified by Engineer in Charge) by Head Load to site of work including cost for loading ,unloading& stacking for an av. distance ofAverage 100 m |
| 126 | Providing & installation of Sign Board of size 8ft x 6ft with angle Iron frame of size 50 x 50 x 6 mm PBI sheet of 1.25mm thickness including painting and writing as directed by Engineer- In- charge. |
AI Tender Summary
Tender Timeline
Jun 04, 2022
11:30 IST
Tender Published
Tender notice published.
Completed
Jun 16, 2022
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedJun 16, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 17, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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