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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.6 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹7.6 L+₹3,740.80 (0.49%)Accepted-Finance | L2 | Accepted-Finance L2 | |
| 3 | L3₹7.8 L+₹24,133.55 (3.18%)Accepted-Finance | L3 | Accepted-Finance L3 | |
| 4 | L4₹8.5 L+₹92,117.39 (12.2%)Accepted-Finance | L4 | Accepted-Finance L4 | |
| 5 | L5₹9.2 L+₹1.6 L (20.8%)Accepted-Finance | L5 | Accepted-Finance L5 |
Tender Value
₹11.7 L
EMD Value
₹23,380
Closing Date
22 Jul 2026, 6:00 pmClosed
Executive Engineer
PWD (RandB) Division Udhampur
construction of nallah and steps From Industrial Estate Mandir towards Bhartiya College Ward no 21 Udhampur, Construction of lane and drain from H O Govind ji to Attri Ward No.20 Udhampur
2026_PWDJK_315849_11
e-NIT 73 of 2026-27 dated 13.07.2026
Open Tender
Civil Works
Percentage
90 days
Udhampur
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Executive Engineer PWD RandB Division Udhampur
₹23,380
12 Aug 2026
13 Jul 2026
23 Jul 2026
14 Jul 2026
22 Jul 2026
14 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 | Demolishing R.C.C. work manually/by mechanical means including
stacking of steel bars and disposal of unserviceable material within 50
meters lead as per direction of Engineer-in-charge. | 3.3 | cum | 2,516.85 | ₹8,305.61 |
| 2 | Demolishing cement concrete manually/by mechanical means including
disposal of material within 50 meters lead as per direction of Engineer-incharge:
1:3:6 or reacher mix (i/c equivalent design mix) | - | cum | 1,725.2 | - |
| 3 | Demolishing cement concrete manually/by mechanical means including
disposal of material within 50 meters lead as per direction of Engineer-incharge:
1:4:8 or leaner mix (i/c equivalent design mix) | 0.9 | cum | 1,064.55 | ₹958.1 |
| 4 | 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: All kinds of soil | - | cum | 479.3 | - |
| 5 | 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) | - | cum | 4,826.5 | - |
| 6 | 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 | 20 | sqm | 416.5 | ₹8,330 |
| 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 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)with 20% Plum. | - | cum | 4,774.46 | - |
| 8 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge | 125 | sqm | 816.15 | ₹1,02,018.75 |
| 9 | 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) | 6.74 | cum | 7,788.4 | ₹52,493.82 |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Hot rolled deformed bars | 606.6 | kg | 123.2 | ₹74,733.12 |
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