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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.8 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹12.4 L+₹56,216.13 (4.76%)Accepted-Finance | L2 | Accepted-Finance L2 | |
| 3 | L3₹12.5 L+₹68,583.67 (5.81%)Accepted-Finance VILL NARYANPUR BARNOTI TEH DISTT KATHUA | KATHUA | JAMMU AND KASHMIR | 184101 | L3 | Accepted-Finance L3 | |
| 4 | L4₹13.6 L+₹1.8 L (15.3%)Accepted-Finance | L4 | Accepted-Finance L4 |
Tender Value
₹18.7 L
EMD Value
₹37,480
Closing Date
10 Aug 2026, 6:00 pmClosed
Executive Engineer
PWD (RandB) Division Udhampur
CONSTRUCTION OF PMGSY ROAD TO H/O DAUD PANCHAYAT DEBRAH BY WAY OF PROTECTION WORK , CROSS DRAINAGE WORK AND SHINGLE LENGTH ABOUT 750 Mtr. BLOCK UDHAMPUR
2026_PWDJK_319146_2
e-NIT 97 of 2026-27 dated 03.08.2026
Open Tender
Civil Works
Percentage
120 days
Udhampur
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Executive Engineer PWD RandB Division Udhampur
₹37,480
25 Aug 2026
3 Aug 2026
11 Aug 2026
4 Aug 2026
10 Aug 2026
4 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 bulk excavation by mechanical means (hydraulic excavator) over areas
(exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including
disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by
Engineer-in-Charge.
All kinds of soil : | - | cum | 187.3 | - |
| 2 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas
(exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including
disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by
Engineer-in-Charge. ordinary rock | - | cum | 392.8 | - |
| 3 | 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 | - |
| 4 | 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 | - |
| 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 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) ( 20% PLUM) | - | cum | 4,774.46 | - |
| 7 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:1:5:3 (1 cement : 1:5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | - | cum | 7,788.4 | - |
| 8 | steel reinforcement for rcc work including straightening , cutting , bending , placing in position and binding all complete upto plinth level cold twisted bars | - | kg | 123.2 | - |
| 9 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone | - | CUM | 2,793.8 | - |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form work for:
Foundations, footings, bases for columns | - | sqm | 286.35 | - |
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