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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹15.4 LAdmitted-Finance | -51.66% | ₹15.4 L | L1 | Admitted-Finance |
| 2 | L2₹15.7 LAdmitted-Finance | -51.00% | ₹15.7 L | L2 | Admitted-Finance |
| 3 | L3₹16.8 LAdmitted-Finance | -47.31% | ₹16.8 L | L3 | Admitted-Finance |
| 4 | L4₹16.9 LAdmitted-Finance 1 BARNAGAR BARNAGAR PAOTA JAIPUR RAJASTHAN 303106 UDYAM RJ 21 0039774 | JAIPUR | RAJASTHAN | 303106 | -47.13% | ₹16.9 L | L4 | Admitted-Finance |
| 5 | L5₹18.2 LAdmitted-Finance | -43.00% | ₹18.2 L | L5 | Admitted-Finance |
Updated dates
Tender Value
Refer Docs
EMD Value
₹63,900
Closing Date
18 Apr 2026, 4:00 pmClosed
Executive Engineer
Office of the Executive Engineer PMGSY Division Marwah
Permanent Restoration of Road Nowpachi to Deherna upto Hanzal Package No. JK04-166
2026_JKRRD_147244_3
01/EE/PMGSY/M OF 2026 27 DATED 10/04/2026
Open Tender
CIVIL
Kishtwar
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Executive Engineer PMGSY DIvision Marwah
₹63,900
Yes
7 May 2026
10 Apr 2026
20 Apr 2026
10 Apr 2026
18 Apr 2026
10 Apr 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 |
|---|---|---|---|---|---|
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 | - | - | |
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 | - | - | |
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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | - | cum | - | - | |
Hand packed stone filling in hroizontal level including cost of stone | - | cum | - | - | |
Providing and laying non-pressure (Non-pressure NP-3 class (Medium duty) R.C.C. pipes) 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. 1000 mm dia. R.C.C. pipe (laying by manual/mechanical
means) (including carriages) | - | RMT | - | - | |
Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse
sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) | - | cum | - | - | |
Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone | - | cum | - | - | |
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:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) | - | cum | - | - | |
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 | - | - | |
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 40 mm nominal size) | - | cum | - | - |
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