Tender For Construction Of 3000 Gln. Gsr/Sump Tank 1 No, 10000 Gln Gsr/Sump Tank, 02 No,15000 Gln Gsr/Sump Tank, 01 No Construction Of Pump Room/Ortr Qtr 01 No,Improvement Of Existing Civil Structure 05 Nos, Providing Laying And Fitting Of G.I Pipes
Tender Value
1.19 Crore
Estimated cost
Bid Submission
12 Aug 2026
6 days left
EMD
2.39 Lakhs
Bank guarantee accepted
Document Fee
2600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Poonch → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of 3000 Gln. Gsr/Sump Tank 1 No, 10000 Gln Gsr/Sump Tank, 02 No,15000 Gln Gsr/Sump Tank, 01 No Construction Of Pump Room/Ortr Qtr 01 No,Improvement Of Existing Civil Structure 05 Nos, Providing Laying And Fitting Of G.I Pipes In Rising Main And Distribution System Including Installation Of Pumping Machinery And Drilling Of Borewell 01 Nos For Providing Water Supply To Uncovered Habitation For Water Supply Scheme Dalhan Of Jal Shakti (Phe) Division Poonch Under Ut Capex.Note:- The Completion Of Gsrs Includes Laying And Fitting Of Pipes Viz. Delivery, Washout , Overflow Upto Valve Pit Inc. Fixing Of Valves For Testing & Commissioning Note : The Complete Detail Of Pumping Machinery & Equipments To Be Installed Is Given In Scope Of Work+Ba14:Ba24
BOQ
| Sl. No. | Item Description |
| 1 | Pipes Works |
| 2 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m inwidth) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed:All kinds of soil |
| 3 | Refilling of Excavated soil back into trunches |
| 4 | Providing and Laying / Fititng of G.I Pipes 15mm Dia |
| 5 | Providing and Laying / Fititng of G.I Pipes 20mm Dia |
| 6 | Providing and Laying / Fititng of G.I Pipes 25mm Dia |
| 7 | Providing and Laying / Fititng of G.I Pipes 32mm Dia |
| 8 | Providing and Laying / Fititng of G.I Pipes 40mm Dia |
| 9 | Providing and Laying / Fititng of G.I Pipes 65mm Dia (M) |
| 10 | Carriage of G.I Pipes for average 1.50 Km by HL |
| 11 | Dismantling of GI Pipes including taking out pipe from alignment earthwork and refilling of surplus soil back to trenches-32mm dia |
| 12 | Dismantling of GI Pipes including taking out pipe from alignment earthwork and refilling of surplus soil back to trenches 50mm dia |
| 13 | Labour engaged for cutting, bending, Rethreading of pipes (FITTER) |
| 14 | Labour engaged for cutting, bending, Rethreading of pipes (MAZDOOR) |
| 15 | Laying Fitting of GI Pipes excluding cost of pipe and earthwork 32 mm dia |
| 16 | Laying Fitting of GI Pipes excluding cost of pipe and earthwork 50 mm dia |
| 17 | Welding of Joints bt Electric arc Welding including testing and commissioning of joints includes carriage if set and all other accessories including making arrangement for electric supply /arrangement for generator etc. Complete job |
| 18 | Making interconnection of G.I distribution branch with G.I main by providing and fixing tee, Union including cutting and threading of pipes etc, Complete 25 mm to 40 mm Dia |
| 19 | Making interconnection of G.I distribution branch with G.I main by providing and fixing tee, Union including cutting and threading of pipes etc, Complete 50 mm to 80 mm Dia |
| 20 | CI CHECK VALVE 65MM |
| 21 | Sluice Valve 80mm C1 of Class 1 |
| 22 | Manufacturing /fabrication and fixing of M.S surface box chamber of size(0.60x0.60x0.75m)made out of 6mm thick MS Sheet using 40x40x5mm angle iron for frame including cutting and fiixing in position incl. all locking arrangements and applyingprimer coat of approved Quality.Job include providing laying of CC in 1:2:4 mix including carriage and fixing on the base of frame complete Job |
| 23 | Providing and Fixing of GM gate valve of approved Quality 20mm |
| 24 | Providing and Fixing of GM gate valve of approved Quality 25mm |
| 25 | Providing and Fixing of GM gate valve of approved Quality 32mm |
| 26 | Providing and Fixing of GM gate valve of approved Quality 40mm |
| 27 | Providing and Fixing of GM gate valve of approved Quality 50mm |
| 28 | Providing and Fixing of GM gate valve of approved Quality 65mm |
| 29 | Providing and Fixing of GM gate valve of approved Quality 80mm |
| 30 | Civil Work |
| 31 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m inwidth) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil |
| 32 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m inwidth) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed:All kinds of soil |
| 33 | Fill available excavated earth (excluding rock)in trenches , Plinths, sides of foundation etc. Layers not exceeding 20 cm in depth, consolidating each deposited layer excluding ramming and watering lead up to 50 m and lift up to 1.5 M |
| 34 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 35 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering – All work up to plinth level 1:4:8 (1 cement: 4 Coarse sand: 8 graded stone Agg. 40 mm nominal size) Crushed |
| 36 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering – All work up to plinth level 1:3:6 (1 cement: 3 Coarse sand: 6 graded stone Agg. 40 mm nominal size) Crushed |
| 37 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 infoundation and plinth including curing in : Cement lime mortar 1:1:6 ( 1 cement : 1 lime putty : 6fine sand) Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 38 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 39 | 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 inrecommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improveworkability without impairing strength and durability as per direction of Engineer-in-charge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used asper design mix is contentconsidered payable or recoverable separately.1 All works upto plinth level |
| 40 | 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 perapproved design mix, including pumping of concrete to site of laying but excluding thecost of centering, shuttering, finishing andreinforcement, including admixtures inrecommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improveworkability without impairing strength and durability as per direction of Engineer-in-charge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used asper design mix is content considered payable or recoverable separately. |
| 41 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°,landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiralstair cases upto five level including curing but excluding the cost of centring, shuttering,finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size |
| 42 | Reinforced cement concrete work in arches, archribs, domes, vaults shells, folded plate androofs having slope more than 15° upto floor five level level including curing but excludingthe cost of centering, shuttering finishing and reinforcement with:1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 43 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete upto plinth leveCold twisted bars |
| 44 | Structural steel work in built up sections, trusses and framed work,including cutting, hoisting, fixing in position and applying a priming coat ofapproved steel primer all complete. Welded |
| 45 | Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns etc. for mass concrete. |
| 46 | Centering and shuttering including strutting, propping etc. and removal of form for:Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc. |
| 47 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platforms |
| 48 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 49 | Centering and shuttering including strutting, propping etc. and removal of form for:Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 50 | Edges of slabs |
| 51 | Extra F/Work for Foundation footing |
| 52 | Extra F/Work for Foundation Wall |
| 53 | Extra F/Work for Foundation Beam |
| 54 | 15mm Cement plaster on the rough side of single or half brick wall of mix:1 : 4 ( 1 cement : 4 fine sand) |
| 55 | Extra for Plaster in Circular Work |
| 56 | Providing and applying crystalline mortar by mixing in the ratio of 4.5 : 1 (4.5 parts crystalline mortar : 1 part water) for the treatment of faulty construction joints, cracks, tie rod holes and spalled &honeycombed surface of RCC underground tructures like basement, water tanks, bridge deck etc. to ensure water tightness. The crystallie mortar shall conform to the EN 1504-3 having compressive strength Class R4 > 45 MPa and adhesive bond strength Class R3 > 1.5 MPa. The work shall be carried out all complete as per specification and the direction of the Engineer-In-Charge. The product performance shall carry uarantee for 10 years against any leakage. 23.23.1 For sealing cracks and faulty construction joints, routed ut/making U-shape groove size 25x25mm and then primed the area with integral crystalline slurry @0.05kg/ running metre and while the surface is tacky filled the groove upto surface with crystalline mortar @1.50kg/ running metre. Once crystalline mortar is touch dry then finally applied two coats of integral crystalline slurry @0.05kg/running metre per coat |
| 57 | Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservoir,sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystallineslurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of selfhealing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per recification and the direction of the engineer-incharge. The product performance shall carry guarantee for 10 years against any leakage. For vertical surface two coats @ 0.70 kg per sqm |
| 58 | Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservoir,sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystallineslurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of selfhealing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per recification and the direction of the engineer-incharge. The product performance shall carry guarantee for 10 years against any leakage. For horizontal surface one coat @1.10 kg per sqm |
| 59 | Cement concrete flooring 1:2:4 (1cement: 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.complete. 50 mm thick with 20mm nominal size stone aggregate |
| 60 | Making plinth protection 50mm thick of cement concrete 1:3:6 ( 1: Cement 3 : coarse sand : 6 graded stone agg. 20mm nominal size ) over 75 mm bed of dry brick blast 50 mm thick with 20mm nominal size stone aggregate |
| 61 | 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, all necessary fittings complete, including applying a priming coat of approvedsteel primer. Using M.S. angles 40x40x6mm for diagonal braces |
| 62 | Finishing walls with acrylic smooth exterior paint of required shade on New work (Two or more coats applied @ 1.67 liter/10sqm over andincluding priming coat of exterior primer applied @ 2.20kg/10sqm) |
| 63 | Extra for water proofing material 01kg per 50kg cement is = 115 bags @ 57.90 per kg |
| 64 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work |
| 65 | Priming coat on steel work |
| 66 | Providing and fitting concealed intemal Electnfication of room including 4 Nos LED lights, Fan points 2 No, Fuse box 1 No., 2 no 15 Amp sockets with switch, 5 Amp 2 no. sockets with switch - of approved brand and 04 nos LED security ights 30 watts, Main switch with complete wiring, with MS bracket for pole mounting complete including service line up to a length of 10 meters. |
| 67 | Providing and fixing S.CI.I & S 100 mm dia bend 4 no @265.0 /No . Providing and fixing 100 mm Slotted cowl ( Terminal Guard) S.C.I .S & S 4 No @ 264.0/No |
| 68 | Carriage of Sand 50KM from nallah to site of work by Mechanical Transport |
| 69 | Carriage of Sand avg distance 1.5KM by Manual Labour |
| 70 | Carriage of Stone aggregate30 KM from crusher to site of work by Mechanical Transport |
| 71 | Carriage of Stone aggregate 1.5 KM by Manual Labour |
| 72 | Carriage of Brick 240 KM from source to site of work by Mechanical Transport |
| 73 | Carriage of Brick 1.5 KM by Manual Labour |
| 74 | Carriage of cement by Mechanical Transport average distance 30 KM by head load |
| 75 | Carriage of cement by manual labour average distance 1.5 KM by head load |
| 76 | Carriage of steel by Mechanical transport average distance 30.00 Km by Head Load |
| 77 | Carriage of steel by manual labour average distance 1.5 Km by Head Load Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 04, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysAug 13, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender