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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.9 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹3.0 L+₹4,349.72 (1.49%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹3.4 L+₹45,947 (15.8%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹4.0 L+₹1.1 L (37.3%)Admitted-Finance | L4 | Admitted-Finance |
Tender Value
₹5 L
EMD Value
₹10,000
Closing Date
29 Jul 2026, 4:00 pmClosed
Executive Engineer PWD RandB Division R S Pura
Executive Engineer PWD RandB Division R S Pura
BOQ
2026_PWDJK_316981_1
Short e-NIT No. DRSP/50 of 2026-27 Dated 20-07-2026
Open Tender
Civil Works
Percentage
30 days
Bishnah
eNIT/SBD
3 documents required · 3 mandatory
₹600
Executive Engineer PWD RandB Division R S Pura
₹10,000
R S Pura
4 Aug 2026
20 Jul 2026
30 Jul 2026
20 Jul 2026
29 Jul 2026
20 Jul 2026
22 Jul 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 | JCB Engaged for site clearance and berm dressings | 10 | Hrs. | 950 | ₹9,500 |
| 2 | Providing and laying RBM in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., (incl. all leads, lifts and carriage complete) | 425 | CUM | 395 | ₹1,67,875 |
| 3 | Providing & Laying WBM Grade - II with specified stone agg. & binding material including Screaning, sorting. spreading to template & consolidation with power road roller of minimum 8-10 ton capacity. Base course with 63mm to 45mm size including stone screaning 13.20mm size with complete job | 72.75 | CUM | 2,237.2 | ₹1,62,756.3 |
| 4 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge | 72.75 | CUM | 1,885.95 | ₹1,37,202.86 |
| 5Carriage of material by mechanical transport including loading/unloading and stacking at site for an avg. lead 10 KM | |||||
| 0.9 | Stone Agg. below 40mm size/C. bajri/Sand | 61 | CUM | 279.04 | ₹17,021.44 |
| 0.0 | Stone Agg. above 40mm size/C. bajri/Sand | 18.5 | CUM | 303.34 | ₹5,611.79 |
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