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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹13.9 LAdmitted-Finance | -25.25% | ₹13.9 L | L1 | Admitted-Finance |
| 2 | L1₹13.9 LAdmitted-Finance H NO 553 B 4 SHIV NAGAR JAMMU JAMMU KASHMIR 180001 UDYAM JK 07 0047850 | JAMMU | JAMMU AND KASHMIR | 180001 | -25.25% | ₹13.9 L | L1 | Admitted-Finance |
| 3 | L1₹13.9 LAdmitted-Finance | -25.25% | ₹13.9 L | L1 | Admitted-Finance |
| 4 | L2₹16.4 LAdmitted-Finance | -11.50% | ₹16.4 L | L2 | Admitted-Finance |
Tender Value
₹18.5 L
EMD Value
₹37,060
Closing Date
26 Feb 2026, 6:00 pmClosed
Executive Engineer
BC Road Jammu
as refer boq
2026_PHE_304055_1
e-NIT No. 37 of 2025-26
Open Tender
Civil Works
30 days
BC Road Jammu
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Executive Engineer
₹37,060
Yes
28 Feb 2026
20 Feb 2026
27 Feb 2026
20 Feb 2026
26 Feb 2026
20 Feb 2026
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 min width) and for shafts, wells, cesspitsand the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil:
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: 1:4:8 (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 but excluding 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)
Reinforced cement concrete work in walls (any thickness) including attached pilasters,buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts andstrutsupto floor five level including curing but excluding cost of centering shuttering,finishingandreinforcement. 1:1½:3(1cement:1½coarsesand:3graded stone aggregate 20mm nominal size)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars
Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns
Centering and shuttering including strutting, propping etc. and removal of form work for: Chimney and shafts
Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10cm length and drilling holes upto 10mmdia.etc.complete.
12mm Cement plaster of mix: 1:4 (1cement: 4 coarse sand)
Providing and fixing G.I. chain link fabric fencing of required width inmesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.
Fencing with angle ironpost placed at required distance embedded incement concrete blocks, every 15th post, last but one end post and cornerpost shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum),between the two posts fitted and fixed with G.I. staples, turn buckles etc.complete. (Cost of posts, struts, earth work and concrete work to be paidforseparately). Payment to be made per meter cost of total length o fbarbed wire used.With G.I.barbed wire
Structural steel work in built up sections,trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Welded
Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 65 mm dia. nominal bore
Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 50 mm dia. nominal bore
Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 40 mm dia. nominal bore
Taking out existing CC interlocking paver blocks from footpath/ centralverge, 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 50meter lead as per direction of Engineer-in-Charge.
Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in-charge: 1:3:6 or richermix (i/cequivalent design mix)
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 bedof coarse sand, filling the jointswith fines and etc.all complete a sper the direction of Engineer-in-charge. Old Tiles
Providing and laying 60 mm 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 50 mm thick compacted bed of fine sand,filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge. New Tiles
Filling available excavated earth (excluding rock) intrenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m.
Carriage of sand from source (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of Average 45 km by MT
Carriage of stone aggregate (Crushed) 20 mm nominal size from source (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of Average 45 km by MT
Carriage of stone aggregate (Crushed) 40 mm nominal size and above from source (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of Average 45 km by MT
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