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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.9 LAdmitted-Finance | -36.00% | ₹1.9 L | L1 | Admitted-Finance |
| 2 | L2₹2.5 L+₹59,797.73 (31.9%)Admitted-Finance | -15.56% | ₹2.5 L+₹59,797.73 (31.9%) | L2 | Admitted-Finance |
| 3 | L3₹3.0 L+₹1.1 L (60.2%)Admitted-Finance | +2.50% | ₹3.0 L+₹1.1 L (60.2%) | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹2.9 L
EMD Value
₹5,840
Closing Date
7 Sept 2026, 6:00 pmClosed
Executive Engineer, REW Jammu
Office of the Executive Engineer, REW Jammu
Constt. of lane/drain near H/o Nasib Singh to Rashpaul Singh W. no. 4 Pyt Platan Block Khour and Constt. of lane/platform near Gundawara to onwards at Dhar Wno 5 Pyt Platan Block Khour Distt Jammu Under the head CAPEX BUDGET (PRI Plan) 2026-27
2026_RDPR_322811_3
e-NIT No. 498 REWJ of 2026-27 dated 25-08-2026
Open Tender
Civil Works
Percentage
Jammu
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
MH0515
₹5,840
11 Sept 2026
31 Aug 2026
8 Sept 2026
31 Aug 2026
7 Sept 2026
31 Aug 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, cables etc(not exceeding 1.5m in width)including dressing of sides and ramming of bottom lifts upto 1.5m inc. getting out excavated earth and disposal of surplus excavated earth as directed:in all kinds of soil | - | cum. | 479.3 | - |
| 2 | P/L in position Cement conc. 1 cement:5fine sand:10graded crushed stone agg. 40 mm excluding the cost of centring & shuttering all work upto plinth level. | 1 | cum. | 4,826.5 | ₹4,821.67 |
| 3 | 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. | - | sqm. | 816.15 | - |
| 4 | P/L in position Cement conc. 1 cement:3fine sand:6graded crushed stone agg. 20 mm excluding the cost of centring & shuttering all work upto plinth level. | - | cum. | 5,733.6 | - |
| 6 | Centring & shuttering including strutting, propping etc. and removal of the formwork. FOR FOUNDATION , FOOTINGS AND BASES OF COLUMNS | - | sqm. | 286.35 | - |
| 7 | Carriage of constructed material OF SAND FOR 07 KM by MT | 1 | cum. | 232.06 | ₹231.83 |
| 8 | Carriage of constructed material OF AGGREGATE FOR 07 KM by MT | - | cum. | 232.06 | - |
| 9 | ADD COST OF SIGN BOARD | 1 | NO. | 1,000 | ₹1,000 |
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