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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.7 LAdmitted-Finance | -40.00% | ₹4.7 L | L1 | Admitted-Finance |
| 2 | L2₹4.9 LAdmitted-Finance | -37.09% | ₹4.9 L | L2 | Admitted-Finance |
| 3 | L3₹5.7 LAdmitted-Finance | -26.26% | ₹5.7 L | L3 | Admitted-Finance |
| 4 | L4₹5.9 LAdmitted-Finance | -24.26% | ₹5.9 L | L4 | Admitted-Finance |
Tender Value
₹7.8 L
EMD Value
₹15,554
Closing Date
17 Feb 2026, 6:00 pmClosed
OFFICE OF THE EXECUTIVE ENGINEER REW JAMMU
OFFICE OF THE EXECUTIVE ENGINEER REW JAMMU
Improvement and development of Community Hall near Gurudwara Sahib Sai, Panchayat Sai Kalan Block Suchetgarh under CDF for the year 2025-26
2026_RDPR_302719_8
e-NIT No. 812- REWJ of 2025-26 dated 10-02-2026
Open Tender
Civil Works
45 days
OFFICE OF THE EXECUTIVE ENGINEER REW JAMMU
Improvement and development of Community Hall near Gurudwara Sahib Sai, Panchayat Sai Kalan Block Suchetgarh under CDF for the year 2025-26
2 documents required · 2 mandatory
₹500
Rural Development and Panchayati Raj
₹15,554
21 Feb 2026
10 Feb 2026
18 Feb 2026
10 Feb 2026
17 Feb 2026
10 Feb 2026
Earth work in excavation 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 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:
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: 4 Cast in situ c.concrete 1:5:10 using 40 mm nominal size stone aggregate.
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)
Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting , hoisting , fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes
Providing and fixing precoated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required
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) . Light shade using white cement
Carriage of Materials with in avg. Lead from source to site of work Sand 30 Kmby MT
Carriage of Materials with in avg. Lead from source to site of work Aggergate 30 Km by M/T
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