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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹36.3 LAdmitted-Finance | -46.70% | ₹36.3 L | L1 | Admitted-Finance |
| 2 | L2₹37.7 LAdmitted-Finance R O WARD NO 03 KATHUA DISTRICT KATHUA | -44.57% | ₹37.7 L | L2 | Admitted-Finance |
| 3 | L3₹37.8 LAdmitted-Finance | -44.50% | ₹37.8 L | L3 | Admitted-Finance |
| 4 | L4₹38.2 LAdmitted-Finance | -43.87% | ₹38.2 L | L4 | Admitted-Finance |
| 5 | L5₹39.4 LAdmitted-Finance | -42.11% | ₹39.4 L | L5 | Admitted-Finance |
Updated dates
Tender Value
₹68.0 L
EMD Value
₹1.4 L
Closing Date
5 Mar 2026, 4:00 pmClosed
Er. Mohd Qasim
Executive Engineer PWD R and B Division Billawar
Please refer in BOQ
2026_PWDJK_303796_1
e-NIT No 116 of 2025-26 dated 18-02-2026
Open Tender
Civil Works
180 days
Billawar
Please refer Tender documents
2 documents required · 2 mandatory
₹600
Executive Engineer PWD R and B Division Billawar
₹1.4 L
10 Mar 2026
18 Feb 2026
6 Mar 2026
18 Feb 2026
5 Mar 2026
18 Feb 2026
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 sides and 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: a) All kinds of soil :
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) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil =70%.
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:A)1:5:10 (1 cement : 5 coarse sand : 10 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:a)1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
Providing,laying, spreading dry stone aggeregates including carriages etc. all complete.(LMR)
Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering,shuttering, finishing and reinforcement. All work 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.A)1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 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)
Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level
Halft brick masonary with common burnt clay (non modular) bricks of class designation 7.5 in super structure above plinth level upto floor V level. a) Cement mortar 1:4 (1 cement: 4 coarse sand).
Extra for half Brick masonry in superstructure above plinth level upto floor V level.
Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc.
12mm Cement plaster of mix: A)1 : 6 ( 1 cement : 6 fine sand)
15mm Cement plaster on the rough side of single or half brick wall of mix: A)1 : 6 ( 1 cement : 6 coarse sand)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level A) Thermo-Mechanically Treated bars of grade Fe-500D or more.
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.A)In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
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.a)Welded
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts,bolts and washers as required complete as per the direction of Engineer-incharge.A) Made of G.I. wire of dia 4 mm
Applying priming coat:With ready mixed red oxide Zinc Chromate primer of approved brand and manufacture on steel galvanized iron/steel works
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade.A)Two or more coats on new work
Stone tile (polished) work for wall lining over 12mm thick bed of cement mortar 1:3 (1cement : 3 coarse sand) and cement slurry @ 3.3kg/sqm including pointing in white cement with curing complete.i) Granite of any colour and shade.
Providing edge moulding to 18 mm/16 mm thick marble stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.Granite Work
Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)
Shingle /boulders clearance from canals, Nallah.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete
Providing and laying 100 mm dia PVC pipes for weep holes. (LMR)
Disposal of excavetd earth for an evrage lead of 1 km by Mechanical transport.
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.
Carriage of the following materials by Mechanical Transport from source to site of work incl. loading, unloading and stacking complete :-
Sand for an average lead of 5 Km.
Stone aggregate below 40mm nominal size for an average lead of 5 Km.
Stone aggregate 40mm nominal size & above for an average lead of 5 km.
Bricks for an average lead of 60 Km.
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