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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.5 LAccepted-Finance | L1 | Accepted-Finance ok | |
| 2 | L2₹26.0 L+₹2.5 L (10.8%)Accepted-Finance | L2 | Accepted-Finance ok | |
| 3 | L3₹27.0 L+₹3.5 L (15.0%)Accepted-Finance | L3 | Accepted-Finance ok | |
| 4 | L4₹30.6 L+₹7.1 L (30.4%)Accepted-Finance | L4 | Accepted-Finance ok | |
| 5 | L5₹31.2 L+₹7.8 L (33.0%)Accepted-Finance | L5 | Accepted-Finance ok |
Tender Value
₹40 L
EMD Value
₹80,000
Closing Date
25 Aug 2026, 6:00 pmClosed
DFO Nowshera
O/o DFO Nowshera
Repair/renovation of Approach road from main road to DFO office in Nowshera Forest Division under U.T Capex 2026-27
2026_FD_321551_1
e-NIT-24 of 2026-27
Open Tender
Civil Works - Others
Percentage
60 days
Nowshera Range
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
DFO Nowshera
₹80,000
26 Sept 2026
19 Aug 2026
27 Aug 2026
19 Aug 2026
25 Aug 2026
19 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 | 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 | 1 | Cum | - | - |
| 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:1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) | 1 | Cum | - | - |
| 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 with1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 1 | Cum | - | - |
| 4 | Providing and laying flooring 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 | - | Sqm | - | - |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. | - | Sqm | - | - |
| 6 | Supplying and stacking at site 63 mm to 45 mm | - | Cum | - | - |
| 7 | Supplying and stacking at site 13.2 mm nominal size (Type A) | - | Cum | - | - |
| 8 | Supplying and stacking at site Crusher dust | 1 | Cum | - | - |
| 9 | Laying, spreading and compacting stone aggregate of specified sizes toWBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. | - | Cum | 1 | - |
| 10 | 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 (in patches/Stretches) | - | Cum | - | - |
stage.html
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tech_eval.pdf
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BOQ_1074263.xls
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