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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹24.7 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹26.0 L+₹1.3 L (5.25%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹27.8 L+₹3.2 L (12.8%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹30.4 L+₹5.8 L (23.4%)Admitted-Finance | L4 | Admitted-Finance | ||
| 5 | L5₹32.0 L+₹7.3 L (29.7%)Admitted-Finance | L5 | Admitted-Finance |
Tender Value
₹32 L
EMD Value
₹64,000
Closing Date
25 Jul 2026, 6:00 pmClosed
Executive Engineer PWD(RandB)nagrota Jammu
Executive Engineer PWD(RandB)nagrota Jammu
Restoration Lane And Drain At Asif Colony Near Master Sohan Lal Chowk,Raipur-Domana (2nd Call)
2026_PWDJK_315513_13
Short e-NIT No. 39 of 2026-2027/Nagrota Dated 10-07-2026
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
₹64,000
Yes
4 Aug 2026
11 Jul 2026
27 Jul 2026
11 Jul 2026
25 Jul 2026
11 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 : | 240 | cum | 256.85 | ₹61,644 |
| 2 | 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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 27.6 | cum | 5,202.9 | ₹1,43,600.04 |
| 3 | 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) | 100.8 | cum | 5,733.6 | ₹5,77,946.88 |
| 4 | Providing and laying in position 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level. | 11.25 | cum | 7,788.4 | ₹87,619.5 |
| 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. | 288 | sqm | 416.5 | ₹1,19,952 |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | 900 | kg | 123.2 | ₹1,10,880 |
| 7 | Providing and laying watering and compacting in layers not exceeding 200mm thick with 80-100 KN road roller, river bed material free of organic material mixed with coarse aggregate / round Nallah shingle maximum aggregate size 75mm including carriage from source of supply to site of work inclusive of all leads and lifts complete. | 400.5 | Cum | 450 | ₹1,80,225 |
| 8 | Providing and Laying , spreading WBM Gr-II (with speacified stone aggergrates Stone screenings and binding Material complete including sorting , spreading to templete and consiolidations with power Road Roller 8 to 10 ton capacity etc. and base stone aggerate 63 mm to 45 mm size incl. stone screning size 13.20mm | 157.5 | Cum | 2,234.85 | ₹3,51,988.88 |
| 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 compating with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge | 157.5 | Cum | 1,885.95 | ₹2,97,037.13 |
| 10Centering and shuttering including strutting, propping etc. and removal of form work for :- | |||||
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