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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.8 LAdmitted-Finance | -58.79% | ₹9.8 L | L1 | Admitted-Finance |
| 2 | L2₹11.3 LAdmitted-Finance | -52.52% | ₹11.3 L | L2 | Admitted-Finance |
| 3 | L3₹12.4 LAdmitted-Finance 60 4 MOTILAL GUPTA ROAD KOL 700008 | KOLKATA | WEST BENGAL | 700008 | -48.16% | ₹12.4 L | L3 | Admitted-Finance |
| 4 | L4₹13.6 LAdmitted-Finance 1 BARNAGAR BARNAGAR PAOTA JAIPUR RAJASTHAN 303106 UDYAM RJ 21 0039774 | JAIPUR | RAJASTHAN | 303106 | -43.11% | ₹13.6 L | L4 | Admitted-Finance |
| 5 | L5₹13.7 LAdmitted-Finance | -42.50% | ₹13.7 L | L5 | Admitted-Finance |
Tender Value
Refer Docs
EMD Value
₹47,780
Closing Date
17 Apr 2026, 6:00 pmClosed
Executive Engineer
Office of the Executive Engineer PMGSY DIvision K
Restoration of Duri Gahan road by way of construction of pucca drain and H.P Culvert.
2026_JKRRD_147237_25
ENIT No 02 of PMGSY Kishtwar, Dated- 09-04-2026
Open Tender
CIVIL
Kishtwar
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Executive Engineer PMGSY DIvision Kishtwar
₹47,780
25 Apr 2026
10 Apr 2026
18 Apr 2026
10 Apr 2026
17 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 soil70% & 30% Oridinary soil | - | 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: 1:5:10 (1 cement : 5 coarse sand : 10 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) with 30% plumb | - | cum | - | - | |
Cement concrete flooring 1:2:4 (1cement: 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. complete. 25mm thick with 12.5 mm nominal size stone aggregate. | - | Sqm | - | - | |
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 | - | - | |
Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns etc. for mass concrete. | - | Sqm | - | - | |
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion
of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete 1200 mm dia. R.C.C. pipe | - | Rmt | - | - | |
Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge In cement mortar | - | cum | - | - | |
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 | - | - |
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