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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹28.6 LAdmitted-Finance | -27.08% | ₹28.6 L | L1 | Admitted-Finance |
| 2 | L2₹32.9 LAdmitted-Finance | -16.10% | ₹32.9 L | L2 | Admitted-Finance |
| 3 | L3₹34.2 LAdmitted-Finance | -12.69% | ₹34.2 L | L3 | Admitted-Finance |
Tender Value
₹39.2 L
EMD Value
₹78,500
Closing Date
27 Feb 2026, 2:00 pmClosed
Executive Engineer
Executive Engineer Jal Shakti (PHE) City Div. No.1 BC Road Jammu
Damage of 150mm dia Rising main of Ziladar Tube Well and 200mm dia Rising main from Muthi V to Muthi Gaon flushed due to flood in the nallah and other damages under JMC Capex
2026_PHE_302701_1
e-NIT No. JS/PHECD-1/40 of 2025-26
Open Tender
Civil Works
90 days
JAMMU
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
CAO, JMC
₹78,500
2 Mar 2026
9 Feb 2026
28 Feb 2026
9 Feb 2026
27 Feb 2026
9 Feb 2026
(Improvement of rising main from muthi v to muthi gaon flushed due to flood in the nallah )Dismantling manualy /Mechanically including stacking of serviceable material and disposal of unserviceable material within 50 Meter lead as per the direction of Engineer-in -charge. i) Bituminous road
Addition layer of Bituminous road
Earthwork in execavation by manual means in trenches for foundations, drains, pipes , cables etc. (Not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 m² on plan, depth upto 1.5 mtr including disposal of execavated earth upto 1 mtr from cutting edge, disposed earth is to be levelled and neatly dressed in (All kinds of soil)
Supply of mild steel tubes, hot finished seemless type conforming to BIS 3589 incl GST &Contractor profits a)219.10 mm outer dia of wall thickness 6.3 mm weight 33.10 kg/m 540.00mtr
Laying in position centrifugally cast (spun) iron S&S or flanged pipes (excluding cost of pipe)
Welding including transportation plant at site etc. complete. By Electric Plant
Providing and laying S&S C.I. Standard specials suitable for mechanical jointing as per IS : 13382 Upto 300 mm dia.
Filling available excavated earth (excluding rock ) in trenches, plinth sides of foundation etc. Layers not exceeding 20 cm in depth, lead upto 50 mtr. and lift upto 1.5mtr..
Providing flanged joints to double flanged C.I. / D.I pipes and specials including testing to joints.
Providing and fixing C.I. sluice valves (with cap) complete with bolts,nuts, rubber insertions etc. (the tail pieces if required will be paid separately).200mm dia Class II
Providing and fixing C.I. check valves (with cap) complete with bolts,nuts, rubber insertions etc. (the tail pieces if required will be paid separately).200mm dia Class II(LMR)
Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapersetc. if required will be paid separately 50mm dia
(Construction of protection work to protect land and pump Room at Muthi Right Tubewell)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:
Hand-packing stones in wire-crates; excluding cost of crates and stones
Supply of stone bolder (nallah ) nominal size 225mm
Dumping of stones on level including supply of stone
Providing of 4mm B.A wire knitted crates of size (6.0mx1.50x1.50m) of mesh size 0.15mx0.15m with end lids including 4mm B.A wire complete item specification as per relevant IS Standard / Code(LMR)
Carrige of stone avg.9KmbyMechanical transport and manual labour upto 50 meter including loading,unloading and stacking
(Construction of Operator Quarter at Muthi Right Tubewell)Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees andsaplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.
Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sidesand ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres
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)
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:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
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)
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.1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
Providing & laying damp-proof Course 40 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone agg 12.5 mm nominal size) and curing complete
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)
Extra for brick work with common burnt clay bricks/cement concrete bricks insuperstructure above plinth level upto floor five level
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 Lintel, beams, plinth beams, girders, bressumers and cantilevers
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platforms
Centering and shuttering including strutting, propping etc. and removal of form for Edges of slabs and breaks in floors and wall Under 20 cm wide
Centering and shuttering including strutting, propping etc. and removal of form for Columns, pillars, piers, abutments, posts and struts
12mm Cement plaster of mix:1 : 6 ( 1 cement : 6 fine sand)
6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete upto plinth level Cold twisted bars
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
Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stoneaggregate) finished with a floating coat of neat cement including cementslurry and curing complete, but excluding the cost of nosing of steps etc.complete..complete.50 mm thick with 20mm nominal size stone aggregate.
White washing with lime to give an even shade on New Work (three or more coats)
Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)
Providing and fixing strips in joints of terrazzo/ cement concrete floors.Glass strip 40 mm wide and 4 mm thick
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 approved steel primer. Using M.S. angles 40x40x6mm for diagonal braces)
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 steel windows by welding
Providing and fixing on wall face un-plasticized Rigid PVC rain waterpipes conforming to IS: 13592 Type A including jointing with seal ringconforming to IS: 5382 leaving 10 mm gap for thermal expansion.Single socketed pipes 110mm diameter
Painting with synthetic enamel paint of approved brand and manufactureto give an even shade Two or more coats on new work over an under coat ofsuitable shade with ordinary paint of approved brand and manufacture.
Filling available excavated earth (excluding rock ) in trenches, plinth sides of foundation etc. Layers not exceeding 20 cm in depth, lead upto 50 mtr. and lift upto 1.5mtr..
Disposal of surplus earth from the site of work to safe side outside Municipal limits 05 km by MT.
Carrige of sand and stone aggregate below 40mm lead upto 05km by Mechanical transport and 100 metre head load including loading,unloading and stacking
Carrige of stone aggregate above 40mm lead upto 05km by Mechanical transport including loading,unloading and stacking
Carrige of brick lead upto 20km by Mechanical transport including loading,unloading and stacking
Carrige of brick tiles lead upto 20km by Mechanical transport including loading,unloading and stacking
Electrical Fitting,including all accessories light holder including LED bulb 15W=5nos,two power point,fan point with 2no.celling fan and outside illumination(complete job)t(Payment as per bill verified by the concerned engineer-in-incharge)(ISI marked)(LMR).
(Construction of Bathroom as damage during flood at Muthi Right Tubewell)Earthwork in execavation by manual means in trenches for foundations, drains, pipes , cables etc. (Not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 m² on plan, depth upto 1.5 mtr including disposal of execavated earth upto 1 mtr from cutting edge, disposed earth is to be levelled and neatly dressed in (All kinds of soil)
Dumping of stones on level including supply of stone
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)
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)
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 with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete upto plinth level Cold twisted bars
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platforms
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 approved steel primer. Using M.S. angles 40x40x6mm for diagonal braces)
Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stoneaggregate) finished with a floating coat of neat cement including cementslurry and curing complete, but excluding the cost of nosing of steps etc.complete..complete.50 mm thick with 20mm nominal size stone aggregate.
12mm Cement plaster of mix:1 : 4 ( 1 cement : 4 fine sand)
Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturers) of 1st quality conforming to IS:15622 of approved make, laid on 20 mm thick bed of cement mortar 1: 4( 1 cement : 4 coarse sand) including pointing the joints with white cement and matching pigment etc., complete. In colour such as White, Ivory, Grey, Fume Red Brown
Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturers) of 1st quality conforming to IS:15622 of approved make, laid on 20 mm thick bed of cement mortar 1: 4( 1 cement : 4 coarse sand) including pointing the joints with white cement and matching pigment etc., complet In all colours, shades, except White, Ivory, Fume Red Brown
Chequerred precast cement concrete tiles 22mm thick in footpath and courtyard, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing, cleaning and curing complete, on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand) . Medium shade using 50% white cement and 50% ordinary cement.
Painting with synthetic enamel paint of approved brand and manufactureto give an even shade Two or more coats on new work over an under coat ofsuitable shade with ordinary paint of approved brand and manufacture.
Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 liter 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 andfloors wherever required:W.C. pan with ISI marked white solid plastic seat and lid.
Providing and fixing GI pipes complete,with GI Fittings,excluding trenching and refilling etc. (external work) 15 mm dia( light grade)
Providing and fixing brass bib cock of approved quality. 15 mm nominal bore
Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete 15 mm nominal bore
Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI: 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support i/c fittings & fixtures for tank shall be paid separately.
Providing and fixing toilet paper holder C.P. brass
Providing and fixing soil, waste and vent pipe Sand cast iron S and S pipe as per IS:1729
Steel work welded in built up sections/framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steelprimer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
Carrige of sand and stone aggregate below 40mm lead upto 20 km by Mechanical transport and 100 metre head load including loading,unloading and stacking
Carrige of brick lead upto 20km by Mechanical transport including loading,unloading and stacking
Electrical Fitting,including all accessories light holder including LED bulb 15W=3nos, power point,fan point with 1no.celling fan and outside illumination(complete job)(Payment as per bill verified by the concerned engineer-in-incharge)(ISI marked)(LMR).
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