Design procurement installation commissioning of lifting 3.0 MGD water from CPS Muthi 2 MGD surface water 1 MGD ground water to Roop Nagar Stage 2of 3 Chinore and its adjoining area under UT Capex Budget and Op. and Maint. of scheme for 5 years.
PHE · Jammu, Jammu and Kashmir · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹7.9Cr
- EMD: ₹15.8L
- Published: 24 Oct 2026
- Closing date: 13 Nov 2026
- Status: open
- Status as of: 04 Nov 2026 05:16 UTC
- Department: Jal Shakti (PHE)
- Office: Executive Engineer, Jal Shakti (PHE) City Division North, Jammu
Description
Design, procurement, installation and commissioning of a 3.0 MGD water-lifting scheme from CPS Muthi to Roop Nagar Stage 2/3, Chinore and adjoining areas, including construction of a sump tank, rising main, pump room, water treatment plant, intake and collection structures, and allied works. Operation and maintenance is included for 5 years.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (223)
- 2 — Qty: 3 4
- Part A(Construction of 2.00 Lakh gallons Sump Tank at CPS Muthi. )Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) includingdisposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : — Qty: 1200 Cum
- Extra for every additional lift of 1.5 m or part thereof in excavation/bankingexcavated or stacked material All kinds of soil — Qty: 600 Cum
- Dumping of stones on level including supply of stone — Qty: 56.45 cum
- Providing and laying in position cement concrete of specified grade including curing bu texcluding the cost of centring and shuttering. All work upto plinth level with:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) — Qty: 37.64 cum
- 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, improveworkability without impairing strength and durability as per direction of Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works upto plinth level — Qty: 94.09 cum
- 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, improveworkability without impairing strength and durability as per direction of Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works above plinth level upto floor V level — Qty: 152.58 cum
- Extra for providing richer mixes at all floor levels. Note:- Excess/ lesscement over thespecified cement content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum) — Qty: 246.67 cum
- Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. — Qty: 27.16 sqm
- Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc. — Qty: 515.62 sqm
- Centering and shuttering including strutting, propping etc. and removal of form work for:Suspended floors, roofs, landings, balconies and access platforms. — Qty: 302.76 sqm
- Centering and shuttering including strutting, propping etc. and removal of form work for: Lintel, beams, plinth beams, girders, bressumers and cantilevers. — Qty: 187.92 sqm
- Centering and shuttering including strutting, propping etc. and removal of form work for:Edges of slabs and breaks in floors and walls Under 20 cm wide — Qty: 71.6 meter
- 12mm Cement plaster finished with a floating coat of neat cement of mix: 1 : 3 ( 1 cement : 3 fine sand) — Qty: 567.78 sqm
- Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete upto plinth level Cold twisted bars — Qty: 22200 Kg
- Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. (1 kg of water proofing material in 50 kg of cement) — Qty: 2023 kg
- 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.girder — Qty: 130 Kg
- Painting top of roofs with bitumen of approved quality at 17 kg per 10sqm impregnated with a cost of coarse sand at 60 cudm per 10 sqm including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete. with residual type petroleum bitumen of grade VG-10 — Qty: 302.76 sqm
- 10cm thick (average) mud phaska of damped brick earth on roofs laid toslope consolidated and plastered with 25 mm thick mud mortar mixedwith bhusa at 35kg per cum of earth and gobri leaping with mix 1:1 (1clay: 1 cow dung) and covered with specified tile bricks grouted withcement mortar 1:3 (1 cement: 3 fine sand) mixed with 2% of integral waterproofing compound by weight of cement and finishing neat With common burnt clay (non modular) brick tiles of classdesignation 10.0 — Qty: 302.76 sqm
- Providing and fixing plain bend of required degree: 100 mm dia. — Qty: 6 each
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