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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.7 LAdmitted-Finance | -32.50% | ₹4.7 L | L1 | Admitted-Finance |
| 2 | L2₹5.2 LAdmitted-Finance | -26.00% | ₹5.2 L | L2 | Admitted-Finance |
| 3 | L3₹5.3 LAdmitted-Finance | -24.99% | ₹5.3 L | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Non-Responsive |
Tender Value
₹7 L
EMD Value
₹14,000
Closing Date
15 Apr 2026, 6:00 pmClosed
Executive Engineer PWD (RandB) Division Nagrota
Executive Engineer PWD (RandB) Division Nagrota
Construction of lane and drain of interconnected link in keran Bhalwal ward no. 63 (Under MPLADS)
2026_PWDJK_307247_14
Short e-NIT No. 01 of 2026-2027/Nagrota Dated 02-04-2026
Open Tender
Civil Works
30 days
Executive Engineer PWD (RandB) Division Nagrota
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
Executive Engineer PWD (RandB) Division Nagrota
₹14,000
Yes
22 Apr 2026
4 Apr 2026
16 Apr 2026
4 Apr 2026
15 Apr 2026
4 Apr 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 | 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: in all kinds of soil | - | CUM | 479.3 | - |
| 2 | Providing and laying WBM grade 2 with specified Stone aggregates, 63MM to45MM of size, including Stone screenings, 13.20 nominal size and binding material complete, including sorting, spreading to template and consolidations, with power road, roller 8 to 10 capacity, etc. | - | CUM | 2,190.9 | - |
| 3 | Providing and laying WBM grade 3 with specified Stone aggregates, 53mm to45mm of size, including Stone screenings, 11.20 nominal size and binding material complete, including sorting, spreading to template and consolidations, with power road, roller 8 to 10 capacity, etc. | - | CUM | 2,280.8 | - |
| 4 | Providing and applying tack coat using hot straight run bitumen of grade – VG-30, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On W.B.M. @ 0.75 Kg/sqm. | - | SQM | 75.75 | - |
| 5 | 2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonn capacity etc complete | - | SQM | 268.15 | - |
| 6 | Providing and laying seal coat of premix, fine aggregate passing 2.36 MM and retain on 180 micron sieve, with bitumen using 128KG of bitumen of grade VG30 bitumen per CUM of fine aggregate and 0.6 cum of fine aggregate per 100 SQM of road surface, including rolling and finishing with the road all complete. | - | SQM | 102.85 | - |
| 7 | 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:1:5:10(1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size | 10.21 | CUM | 4,826.5 | ₹49,259.26 |
| 8 | 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) | 26.08 | CUM | 5,733.6 | ₹1,49,543.76 |
| 9 | Providing and laying in position Reinforced cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 1.44 | CUM | 7,275.3 | ₹10,476.43 |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars | 100.8 | KG | 123.2 | ₹12,418.56 |
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