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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.2 LAdmitted-Finance | -46.00% | ₹4.2 L | L1 | Admitted-Finance |
| 2 | L2₹4.4 LAdmitted-Finance | -43.11% | ₹4.4 L | L2 | Admitted-Finance |
| 3 | L3₹4.5 LAdmitted-Finance | -42.42% | ₹4.5 L | L3 | Admitted-Finance |
| 4 | L4₹5.3 LAdmitted-Finance | -31.61% | ₹5.3 L | L4 | Admitted-Finance |
| 5 | L5₹5.7 LAdmitted-Finance | -26.26% | ₹5.7 L | L5 | Admitted-Finance |
Tender Value
₹7.8 L
EMD Value
₹15,542
Closing Date
17 Feb 2026, 6:00 pmClosed
OFFICE OF THE EXECUTIVE ENGINEER REW JAMMU
OFFICE OF THE EXECUTIVE ENGINEER REW JAMMU
Construction of Community hall near kabir bhawan parlah panchayat parlah Block Suchetgarh under CDF for the year 2025-26
2026_RDPR_302719_3
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
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Rural Development and Panchayati Raj
₹15,542
21 Feb 2026
10 Feb 2026
18 Feb 2026
10 Feb 2026
17 Feb 2026
10 Feb 2026
Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge.
Earthwork in Excavation by manual means in trenches for foundations, drains, pipes, cable etc(Not Exceeding 1.5m in width) and for shafts, wells, cesspits and the like not exceeding 10sqm on plan, depth upto 1.5m including disposal of excavated earth upto 1m from cutting edge, disposed earth is to be levelled and neatly dressed in all kind of soil.
Providing and laying in position Cement Concrete of specified grade excluding the cost of centring and shuttering, all work upto plinth level (1:5:10) 1 cement:5 coarse sand:10 graded stone aggreagate 40mm nominal size (crusher)
Providing and laying in position Cement Concrete of specified grade excluding the cost of centring and shuttering, all work Upto plinth level (1:3:6) 1 cement:3 coarse sand:6 graded stone aggreagate 20mm nominal size (crusher)
Supply and dumpping of stones
Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works 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.1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
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 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level
Centring and shuttering including strutting, propping etc and removal of form for foundations, footings, bases of column etc. for mass concrete
Centring and shuttering including strutting, propping etc and removal of form . for COLOUMNS
Centring and shuttering including strutting, propping etc and removal of form . for suspended floors
Centring and shuttering including strutting, propping etc and removal of form . Edges of Slab under 20 cms
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.
CIB (citizen information Board )
Providing and fixing circular/hexagonal cast iron box for ceiling fan clamp, of internal dia 140 mm, 73mm height, top lid of 1.5mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/M.S. sheet box by means of 3.3mm dia. round headed screws, one lock at the corners. Clamps shall be made of 12mm dia M.S. bar bent to shape as per standard drawing.
Carriage of Sand Stone Agg av. 30 KM by M.T
Carriage of Stone Agg av. 30 Km by MT
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