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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.4 LAdmitted-Finance | -20.00% | ₹2.4 L | L1 | Admitted-Finance |
| 2 | L1₹2.4 LAdmitted-Finance | -20.00% | ₹2.4 L | L1 | Admitted-Finance |
| 3 | L1₹2.4 LAdmitted-Finance | -20.00% | ₹2.4 L | L1 | Admitted-Finance |
| 4 | L1₹2.4 LAdmitted-Finance | -20.00% | ₹2.4 L | L1 | Admitted-Finance |
| 5 | L1₹2.4 LAdmitted-Finance | -20.00% | ₹2.4 L | L1 | Admitted-Finance |
Tender Value
₹9 L
EMD Value
₹18,000
Closing Date
20 Feb 2026, 2:00 pmClosed
Executive Engineer
Executive Engineer Jal Shakti (PHE) City Div. No.1 BC Road Jammu
Day to Day emergent nature of repairs, maintenance and restoration works in Bantalab, Barnai, Patoli Brahmana and Durga Nagar sections of PHE Sub-Division Muthi. 2.00 lacs 2.00 lacs 3.00 lacs 2.00 lacs 9lacs respectively.
2026_PHE_303176_3
E-NITNo.JS/PHECD-1/41 of 2025-26
Open Tender
Civil Works
45 days
JAMMU
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
CAO, JMC
₹18,000
23 Feb 2026
14 Feb 2026
20 Feb 2026
14 Feb 2026
20 Feb 2026
14 Feb 2026
Earthwork in excavation by manual means in trenches for foundations, 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 excavated earth as directed all kind of soil 1 mtr from cutting edge.
Earth work in excavation by Mechanical means (Hydraulic excavator) in foundations drains, pipes and cables etc (not exceeding 1.5 mtr. in width or 10 sqm on plan ) trenches including dressing of sides and ramming of bottoms lift upto 1.5 m including getting out excavated soil and disposal of surplus soil as directed within lead of 50 mtr.All kinds of soil.
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
ii) Water Bound Macadam Road.
Dismantling tile work in floors and roof laid in cement mortar including stacking material with in 50 Meters lead a) For Thickness of tiles 10 mm to 25 mm
b) For thickness of tiles above 25 mm and upto 40 mm.
Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 meter lead as per direction of Engineer-in-Charge.
Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in- charge.
Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge. sqm
Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1cement: 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment).
Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: a)1:3:6 or richer mix (i/c equivalent design mix)
b)1:4:8 or leaner mix (i/c equivalent design mix)
Providing & Fixing of GI pipes complete with GI fittings excluding trenching and refilling and fitting (external work) 15 mm dia. (Nominal Bore)
Providing & Fixing of GI pipes complete with GI fittings excluding trenching and refilling and fitting (external work) 20 mm dia. (Nominal Bore)
Providing & Fixing of GI pipes complete with GI fittings excluding trenching and refilling and fitting (external work) 25 mm dia (Nominal Bore)
Providing & Fixing of GI pipes complete with GI fittings excluding trenching and refilling and fitting (external work) 32 mm dia. (Nominal Bore)
Providing & Fixing of GI pipes complete with GI fittings excluding trenching and refilling and fitting (external work) 40 mm dia. (Nominal Bore)
Providing & Fixing of GI pipes complete with GI fittings excluding trenching and refilling and fitting (external work) 50 mm dia. (Nominal Bore)
Providing & Fixing of GI pipes complete with GI fittings excluding trenching and refilling and fitting (external work) 65 mm dia. (Nominal Bore)
Providing & Fixing of GI pipes complete with GI fittings excluding trenching and refilling and fitting (external work) 80 mm dia (Light)
Providing & Fixing of GI pipes complete with GI fittings excluding trenching and refilling and fitting (external work) 80 mm dia (M)
Providing & Fixing of GI pipes complete with GI fittings excluding trenching and refilling and fitting (external work) 100 mm dia (L)
Providing & Fixing of GI pipes complete with GI fittings excluding trenching and refilling and fitting (external work) 100 mm dia (M)
Providing & Fixing of GI pipes complete with GI fittings excluding trenching and refilling and fitting (external work) 150 mm dia (M)
Laying and fitting of G.I Pipes (all Classes) complete exculding cost of pipes, fitting and earthwork 15mm and 20mm dia G.I Pipes
Laying and fitting of G.I Pipes (all Classes) complete exculding cost of pipes, fitting and earthwork 25mm and 32mm dia G.I Pipes
Laying and fitting of G.I Pipes (all Classes) complete exculding cost of pipes, fitting and earthwork 40mm and 50mm dia G.I Pipes
Laying and fitting of G.I Pipes (all Classes) complete exculding cost of pipes, fitting and earthwork 65mm and 80mm dia G.I Pipes
Laying and fitting of G.I Pipes (all Classes) complete exculding cost of pipes, fitting and earthwork 100mm and 150mm dia G.I Pipes
Providing flanged joints to double flanged C.I. / D.I pipes and specials including testing to joints.80 mm dia. Pipe
100 mm dia. pipe
125 mm dia. Pipe
150 mm dia. Pipe
200 mm dia. Pipe
250 mm dia. Pipe
300 mm dia. Pipe
350 mm dia. Pipe
400 mm dia. Pipe
450 mm dia. Pipe
500 mm dia. Pipe
600 mm dia. Pipe
Laying in position Centrifugally cast (spun) Iron S&S or flanged pipes (excluding cost of pipes)
Laying in position S&S or flanged, CI standard special such as Tees, bends, collars, Tapers and caps etc (excluding cost of specials)
Providing & Laying S&S Centrifugally cast (spun)/ Ductile Iron pipes conforming to IS:8329 (a) 100mm dia Ductile Iron Class K-7 pipe
Providing & Laying S&S Centrifugally cast (spun)/ Ductile Iron pipes conforming to IS:8329 (b) 150mm dia Ductile Iron Class K-7 pipe
Providing & Laying S&S Centrifugally cast (spun)/ Ductile Iron pipes conforming to IS:8329 (c) 200mm dia Ductile Iron Class K-7 pipe
Providing & Laying S&S Centrifugally cast (spun)/ Ductile Iron pipes conforming to IS:8329 (d) 250mm dia Ductile Iron Class K-7 pipe
Providing & Laying S&S Centrifugally cast (spun)/ Ductile Iron pipes conforming to IS:8329 (e) 300mm dia Ductile Iron Class K-7 pipe
Providing & Laying S&S Centrifugally cast (spun)/ Ductile Iron pipes conforming to IS:8329 (f) 350mm dia Ductile Iron Class K-7 pipe
Providing & Laying S&S Centrifugally cast (spun)/ Ductile Iron pipes conforming to IS:8329 (g) 400mm dia Ductile Iron Class K-7 pipe
Laying S&S Centrifugally cast (spun) Ductile Iron pipes conforming to IS:8329 (Labour only) (a) 100mm dia Ductile Iron Class K-7 pipe
Laying S&S Centrifugally cast (spun) Ductile Iron pipes conforming to IS:8329 (Labour only) (b) 150mm dia Ductile Iron Class K-7 pipe
Laying S&S Centrifugally cast (spun) Ductile Iron pipes conforming to IS:8329 (Labour only) (c) 200mm dia Ductile Iron Class K-7 pipe
Laying S&S Centrifugally cast (spun) Ductile Iron pipes conforming to IS:8329 (Labour only) (d) 250mm dia Ductile Iron Class K-7 pipe
Laying S&S Centrifugally cast (spun) Ductile Iron pipes conforming to IS:8329 (Labour only) (e) 300mm dia Ductile Iron Class K-7 pipe
Laying S&S Centrifugally cast (spun) Ductile Iron pipes conforming to IS:8329 (Labour only) (f) 350mm dia Ductile Iron Class K-7 pipe
Laying S&S Centrifugally cast (spun) Ductile Iron pipes conforming to IS:8329 (Labour only) (g) 400mm dia Ductile Iron Class K-7 pipe
Welding by electric plant including transportation of electric plant at site etc. complete.
Dismantling GI pipes (External work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes with in 50 Mtrs lead as per direction of Engineer-in-charge a) 15mm to 40 mm dia nominal bore
Dismantling GI pipes (External work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes with in 50 Mtrs lead as per direction of Engineer-in-charge b) Above 40 mm nominal bore.
Dismantling CI pipes including excavation and refilling trenches after taking out the pipes manually by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes and lead at site with 50 Mtrs lead as per direction of Engineer incharge Upto 150 mm dia..
Dismantling CI pipes including excavation and refilling trenches after taking out the pipes manually by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes and lead at site with 50 Mtrs lead as per direction of Engineer incharge Above 150 mm to 300 mm dia
Dismantling CI pipes including excavation and refilling trenches after taking out the pipes manually by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes and lead at site with 50 Mtrs lead as per direction of Engineer incharge Above 300mm dia
Dismantling CI pipes excluding excavation and refilling trenches after taking out the pipes manually by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes and lead at site with 50 Mtrs lead as per direction of Engineer incharge a) Upto 150 mm dia.
Dismantling CI pipes excluding excavation and refilling trenches after taking out the pipes manually by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes and lead at site with 50 Mtrs lead as per direction of Engineer incharge b) Above 150 mm to 300 mm dia
Dismantling CI pipes excluding excavation and refilling trenches after taking out the pipes manually by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes and lead at site with 50 Mtrs lead as per direction of Engineer incharge c) Above 300mm dia
Providing lead caulked joints to spun iron or C.I and specials including testing of joints but excluding the cost of pig lead a) 100 mm dia.
b) 125 mm dia.
c) 150 mm dia.
d) 200 mm dia.
e) 250 mm dia
f) 300 mm dia.
g) 350 mm dia
h) 400 mm dia
i) 450 mm dia
j) 500 mm dia
k) 600 mm dia
Labour for cutting CI pipes with Steel saw a) 100 mm dia CI pipe
b) 125 mm dia CI pipe
c) 150 mm dia CI pipe
d) 200 mm dia CI pipe
e) 250 mm dia CI pipe
f) 300 mm dia CI pipe
g) 350mm dia CI pipe
h) 400mm dia CI pipe
i) 450mm dia CI pipe
Supply of mild steel Tubes Hard finished welded type
Supply of mild steel tubes hard finished seamless type
Supply of mild steel tubes electric resistant or induction butt welded.
Supplying Pig led at site of work
Filling available excavated earth (excluding rock ) in trenches, plinth sides of foundation etc. lead upto 50 mtr. and lift upto 1.5mtr.
Shifting of private connection from old pipe to new laid pipe(LMR)
Disposal of surplus excavated earth complete Job upto 5 Km by Mech Transport (Carriage)
Providing Push on joints to centrifugally (spun) cast- Iron pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket a) 100 mm dia.
b) 150 mm dia.
c) 200 mm dia.
d) 250 mm dia.
e) 300 mm dia.
f) 350 mm dia
g) 400 mm dia
h) 450 mm dia
i) 500 mm dia
j) 600 mm dia
Providing and fixing of C.I sluice valves (with cap) complete with bolts,nuts,rubber insertions etc.(Tail pieces if required shall be paid separately) 80mm dia (Class I)
100 mm dia (Class I)
100 mm dia (Class II)
125mm dia (class I)
125mm dia (class II)
150 mm dia(class I)
150 mm dia(class II)
200 mm dia(class I)
200 mm dia (class II)
250mm dia (class I)
250mm dia (class II)
300 mm dia (class I)
300 mm dia (class II)
laying & fixing of C.I sluice valves (with cap) complete with bolts,nuts,rubber insertions etc.(Tail pieces if required shall be paid separately)(LMR) 80mm dia (Class I)
100 mm dia (Class I)(LMR)
150 mm dia(class I)(LMR)
200 mm dia(class I)(LMR)
250mm dia (class I)(LMR)
300 mm dia (class I)(LMR)
Dismantling of CI Sluice valve including stacking of useful materials within a lead of 50m. a) upto 150mm dia
Dismantling of CI Sluice valve including stacking of useful materials within a lead of 50 m. b) Above 150mm dia
Providing & Fixing of Gun meatal gate valve with CI Wheel of approved quality (Screwed end)(LMR) 100 mm dia
Providing & Fixing of Gun meatal gate valve with CI Wheel of approved quality (Screwed end) 80 mm dia
65 mm dia
50 mm dia
40 mm dia
32 mm dia
25 mm dia
20 mm dia
Fixing of Gun meatal gate valve with CI Wheel of approved quality (Screwed end)(Tail pieces if required shall be paid separately)(LMR) 100 mm dia
80 mm dia(LMR)
65 mm dia(LMR)
50 mm dia(LMR)
40 mm dia(LMR)
32 mm dia(LMR)
25 mm dia(LMR)
20 mm dia(LMR)
Making connection of GI distribution branch with GI main of following sizes by providing and fixing of Tees, including cutting and threading of pipes etc,complete 25mm to 40mm nominal bore
50 mm to 80 mm nominal bore
Supply of bolts and nuts upto 300 mm dia inclusive of GST and Contractor profit.
Supply of spun Yarn inclusive of GST and Contractor profit
Hire Charges for Mini Truck for local Shifting ,inclusive of GST and Contractor profit
Repair of rods of sluice valve & gate valve by way of rethreading, making of nut of different dia (complete job)(LMR) 500 mm dia
450mm dia(LMR)
400 mm dia(LMR)
350 mm dia(LMR)
300 mm dia(LMR)
250 mm dia(LMR)
200 mm dia(LMR)
150 mm dia(LMR)
100 mm dia(LMR)
80 mm dia(LMR)
65 mm dia(LMR)
50 mm dia(LMR)
40mm dia(LMR)
32 mm dia(LMR)
Supply of Fitter/Mazdoor Fitter (Second Class)
Labour
Hirecharges of Hydraulic Excavator (3D) with driver and fuel.(inclusive of GST/overhead and contractors profit)
Clearing jungle including uprooting of rank vegetation, grass, brushwood, trees and saplings of girth upto 30 cm measured at height of 1 M above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.
Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like.
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 1:3:6 (1 cement: 3 coarse sand 6 Graded stone aggregate of 20 mm nominal size) (Crushed)
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 (1: 4: 8) 1. Cement : 4 coarse sand 8 Graded stone aggregate 40mm nominal size) crushed.
Dumping of stone (excluding cost of stone) in horizontal on level.
Cleaning of under ground sump, Over Head R.C.C. Tank (independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:- (i)Tank shall be emptied of water by pumping & bottom shall be cleaned of silt and other deposits. (ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water. (iii) Chlorination of RCC internal surface by liquid chlorine. (iv) The treated surface shall be dried using air jetting and all loose particles shall be removal from the surface. (v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction of Engineer-in-Charge
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