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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 2 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 3 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹48.5 L
EMD Value
₹97,000
Closing Date
17 Sept 2026, 6:00 pmClosed
Executive Engineer
PWD (RandB) Division Udhampur
CONSTRUCTION OF ROAD FROM JIB THATHI TO GARHI PALTYAR (3rd Call)
2026_PWDJK_324409_4
Fresh e-NIT 133 of 2026-27 Dated 12.09.2026
Open Tender
Civil Works
Percentage
180 days
Udhampur
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Executive Engineer PWD RandB Division Udhampur
₹97,000
18 Sept 2026
12 Sept 2026
18 Sept 2026
12 Sept 2026
17 Sept 2026
12 Sept 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 | - | CUM | 256.85 | - |
| - | 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: ORDINARY ROCK | - | CUM | 493.5 | - |
| - | Earth work in bulk excavation by mechanical means over area(exceeding 30cm in depth 1.5tr in width as well as 10sqm on plan) including disposal of excavated earth lead upto 50mtr and lift upto 1.5mtr as directed by Engineer-in-charge. ALL KINDS OF SOIL | - | CUM | 187.3 | - |
| - | Earth work in bulk excavation by mechanical means over area(exceeding 30cm in depth 1.5tr in width as well as 10sqm on plan) including disposal of excavated earth lead upto 50mtr and lift upto 1.5mtr as directed by Engineer-in-charge. ORDINARY ROCK | - | CUM | 392.8 | - |
| - | 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 | - |
| - | 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 | - |
| - | 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) | - | CUM | 5,733.6 | - |
| - | Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. 50mm thick with 20 mm nominal size stone aggregate. | - | SQM | 562.15 | - |
| - | 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) | - | CUM | 7,788.4 | - |
| - | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Cold twisted bars | - | KG | 123.2 | - |
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