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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.2 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹9.1 L+₹1.8 L (25.3%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹9.7 L+₹2.4 L (33.9%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹9.8 L+₹2.5 L (35.2%)Admitted-Finance | L4 | Admitted-Finance | ||
| 5 | Rejected-Technical | - | Rejected-Technical Non-Responsive |
Tender Value
₹9.7 L
EMD Value
₹19,340
Closing Date
3 Aug 2026, 6:00 pmClosed
Executive Engineer PWD(RandB)nagrota Jammu
Executive Engineer PWD(RandB)nagrota Jammu
Construction of Lane and drain near H/O Rehmat Khan at village Kote (Manually) (Under UT Capex Roasd sector (New works)2025-26
2026_PWDJK_315669_4
Short e-NIT No. 40 of 2026-2027/Nagrota Dated 11-07-2026
Open Tender
Civil Works
Percentage
30 days
Executive Engineer PWD(RandB)nagrota Jammu
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Yes
Executive Engineer PWD(RandB)nagrota Jammu
₹19,340
Yes
17 Aug 2026
11 Jul 2026
4 Aug 2026
11 Jul 2026
3 Aug 2026
13 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 | Earth work in excavation by mechanical means (hydraulic excavator) 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, within a lead of 50 metres:All kinds of soil: | 84.75 | cum | 256.85 | ₹21,768.04 |
| - | 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 : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) | 15.21 | cum | 4,826.5 | ₹73,411.07 |
| - | 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) | 77.39 | cum | 5,733.6 | ₹4,43,723.3 |
| 4 | 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) | 1.97 | cum | 7,788.4 | ₹15,343.15 |
| 5 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete | 60.75 | sqm | 416.5 | ₹25,302.38 |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level
Thermo-Mechanically Treated bars of grade Fe-500D or more. | 177.69 | kg | 123.2 | ₹21,891.41 |
| 7 | Supply including digging, carring by lorry ,filling river bed material mixed with coarse sand and round nallahshingle 75mm as per lines, cross sections, grade and camber, including watering and consolidation in layers with 8-10 ton power road roller complete.(Finished work including material and labour) | 64.8 | cum | 450 | ₹29,160 |
| 8Providing and Laying, water bound macadam with specified stone aggregate, stone screening and binding material,including sorting spreading to template and consolidation with power road roller 8 to 10 tonne capacity. | |||||
| 8.01 | Base cource with 63mm to 45mm size including stone screening 13.2mm size (150mm thick) WBM Gr-II | 18.9 | cum | 2,234.8 | ₹42,237.72 |
| 9 | 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 | 18.9 | cum | 1,885.95 | ₹35,644.46 |
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