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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.6 LAdmitted-Finance | -35.70% | ₹9.6 L | L1 | Admitted-Finance |
| 2 | L2₹9.8 LAdmitted-Finance | -34.90% | ₹9.8 L | L2 | Admitted-Finance |
| 3 | L3₹10.8 LAdmitted-Finance | -28.00% | ₹10.8 L | L3 | Admitted-Finance |
Tender Value
₹15 L
EMD Value
₹30,000
Closing Date
22 Jan 2026, 4:00 pmClosed
Er. Mohd Qasim
Executive Engineer PWD R and B Division Billawar
Please refer in BOQ
2026_PWDJK_300656_24
e-NIT No 93 of 2025-26 dated 09-01-2026
Open Tender
Civil Works
90 days
Billawar
Please refer Tender documents
2 documents required · 2 mandatory
₹600
Executive Engineer PWD R and B Division Billawar
₹30,000
29 Jan 2026
15 Jan 2026
23 Jan 2026
15 Jan 2026
22 Jan 2026
15 Jan 2026
Earthwork in excavation by mechanical means (Hydraulic excavator) in trenches for foundation, drains, pipes etc. (not exceeding 1.5m in width) and for shafts, wells, cesspits and the like not exceeding 10sqm on Plan, including dressing of sides and ramming of bottoms lift upto 1.5m, including getting out the excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 mtr. 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:1:5:10 (1 cement:5 coarse sand:10 graded stone aggregate 40mm 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 20mm nominal size) with 20% boulders.
Providing and laying cement concrete in retaining walls , return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks,anchors blocks, plain window sills, fillets etc upto floor V level, including cuing but excluding the cost of centring, suttering and fnishing with 1:3:6 ( 1 cement:3coarse sand :6 graded stone aggregate 20mm nominal size) with 20% Boulders.
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 A) 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
Centering and shuttering including strutting, propping etc.and removal of form work for :
Foundation, footings, bases of columns etc. for mass concrete.
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
Suspended floors, roofs, landings, balconies and access platform.
Edges of slabs and breaks in floors and walls Under 20 cm wide
Dumping stones in horizontal i.e. on level including cost of stones.
Steel Reinforcement for R.C.C. work including straightening, cutting bending, pacing in position and binding all complete above plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete
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.
Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes. A) 110 mm diametre
Hand-packing stones in wire-crates including cost of crates and stones
Demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge:A)In cement mortar
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 10 Km.
Stone aggregate (Crusher bajree) below 40mm nominal size for an average lead of 10 Km.
Stone aggregate 40mm nominal size & above for an average lead of 10 Km.
Stone/boulders for an average lead of 7 Km.
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