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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAccepted-Finance KATRA BUS STAND NIHARIKA BHAWAN BAN GANGA ROAD KATRA REASI | REASI | JAMMU AND KASHMIR | 182301 | ₹3.3 L | L1 | Accepted-Finance L1 |
| 2 | L2₹42,006.10−₹2.9 L (87.4%)Accepted-Finance | ₹42,006.10−₹2.9 L (87.4%) | L2 | Accepted-Finance L2 |
| 3 | L3₹4.7 L+₹1.3 L (39.0%)Accepted-Finance | ₹4.7 L+₹1.3 L (39.0%) | L3 | Accepted-Finance L3 |
| 4 | L4₹4.8 L+₹1.5 L (44.7%)Accepted-Finance | ₹4.8 L+₹1.5 L (44.7%) | L4 | Accepted-Finance L4 |
| 5 | L5₹4.8 L+₹1.5 L (44.8%)Accepted-Finance | ₹4.8 L+₹1.5 L (44.8%) | L5 | Accepted-Finance L5 |
Tender Value
₹5 L
EMD Value
₹10,000
Closing Date
31 Aug 2026, 6:00 pmClosed
Executive Engineer
PWD (RandB) Division Udhampur
Construction of road from Tawi bridge Ramnagar road to Chigla gair roun domail W.No. 06 Udhampur (3rd Call)
2026_PWDJK_322120_4
e-NIT 116 of 2026-27 Dated 24.08.2026
Open Tender
Civil Works
Percentage
30 days
Udhampur
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Executive Engineer PWD RandB Division Udhampur
₹10,000
18 Sept 2026
24 Aug 2026
1 Sept 2026
25 Aug 2026
31 Aug 2026
25 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 | Supplying and stacking at site graded crushed stone aggregate of size 63 mm to 45 mm | 167.4 | cum | 1,204.15 | ₹2,01,574.71 |
| 2 | Supplying and stacking at site stone Screening aggregate of size 13.2 mm nominal size (Type A) | 25.66 | cum | 1,204.15 | ₹30,898.49 |
| 3 | Supplying and stacking at site stone Dust | 13.39 | cum | 770 | ₹10,311.84 |
| 4 | Laying, spreading and compacting stone aggregate of specified sizes to WBM 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 | 768.15 | - |
| 5 | 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 | 256.85 | ₹256.59 |
| 6 | Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete Non-pressure NP-3 class (Medium duty) R.C.C. pipes 600 mm dia. R.C.C. pipe (laying by manual/mechanical means) | - | rmt | 2,415.8 | - |
| 7Carriage of material including loading,unloading and stacking complete. | |||||
| 7.1 | Carriage of sand 45 km by M.T | - | cum | 685.94 | - |
| 7.2 | Carriage of Stone Agg. below 40mm 5 km MT | - | cum | 200.74 | - |
| 7.3 | Carriage of Stone Agg. above 40mm 5 km MT | - | cum | 218.19 | - |
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