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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.0 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹3.5 L+₹50,972.06 (17.3%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹4.0 L+₹1.1 L (35.9%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹4.1 L+₹1.2 L (40.0%)Admitted-Finance | L4 | Admitted-Finance |
Tender Value
₹5.8 L
EMD Value
₹11,640
Closing Date
25 Sept 2026, 6:00 pmClosed
Executive Engineer REW Jammu
Executive Engineer REW Jammu
Construction of Waiting Shed at Shamshanghat Sai Pyt Sai Kalan Block Suchetgarh Under UT Capex Community Development for FY 2026-27
2026_RDPR_324448_1
e-NIT No. 579 REWJ of 2026-27 dated 12-09-2026
Open Tender
Civil Works
Percentage
30 days
Executive Engineer REW Jammu
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
MH0515
₹11,640
12 Oct 2026
12 Sept 2026
26 Sept 2026
12 Sept 2026
25 Sept 2026
12 Sept 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | 12.49 | cum | 479.3 | ₹5,986.46 |
| 2 | 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) | 1.39 | Cum | 4,826.5 | ₹6,708.83 |
| 3 | 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) | 11.8 | Cum | 7,788.4 | ₹91,903.12 |
| 4 | 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) | 12.38 | Cum | 9,821.85 | ₹1,21,594.5 |
| 5 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level | 21.76 | Qtls | 12,320 | ₹2,68,083.2 |
| 6 | Centring and shuttering including strutting, propping etc and removal of form for foundations, footings, bases of column etc. for mass concrete | 49.82 | sqm | 286.35 | ₹14,265.96 |
| 7 | Centring and shuttering including strutting, propping etc and removal of form . for suspended floors | 66.91 | sqm | 718.2 | ₹48,054.76 |
| 8 | Centring and shuttering including strutting, propping etc and removal of form . Edges of Slab under 20 cms | 18.06 | m | 262.2 | ₹4,735.33 |
| 9 | CIB (citizen information Board ) | 1 | Nos | 3,500 | ₹3,500 |
| 10 | 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 intothe 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. | 3 | nos | 207.65 | ₹622.95 |
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