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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.1 LAdmitted-Finance | -48.10% | ₹4.1 L | L1 | Admitted-Finance |
| 2 | L2₹4.6 LAdmitted-Finance | -42.19% | ₹4.6 L | L2 | Admitted-Finance |
| 3 | L3₹4.6 LAdmitted-Finance | -42.00% | ₹4.6 L | L3 | Admitted-Finance |
| 4 | L4₹4.7 LAdmitted-Finance | -41.00% | ₹4.7 L | L4 | Admitted-Finance |
| 5 | L5₹5.1 LAdmitted-Finance | -36.36% | ₹5.1 L | L5 | Admitted-Finance |
Tender Value
₹7.9 L
EMD Value
₹15,880
Closing Date
28 Apr 2026, 4:00 pmClosed
Office of the Executive Engineer PMGSY Div. Poonch
Office of the Executive Engineer PMGSY Div. Poonch
Permanent Restoration by way of construction of protection works and other allied works on PMGSY road from Lassana to Bachianwali under Package No. Jk11-99 Block Lassana
2026_JKRRD_147336_2
e-NIT No. 07/EE/PMGSY/POONCH OF 2026-27 DATED 21.04.2026
Open Tender
Civil Works - Roads
180 days
Surankote
As per NIT
2 documents required · 2 mandatory
₹600
Office of the Executive Engineer PMGSY Div. Poonch
₹15,880
Office of the Executive Engineer PMGSY Div. Poonch
2 May 2026
22 Apr 2026
29 Apr 2026
22 Apr 2026
28 Apr 2026
22 Apr 2026
22 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 |
|---|---|---|---|---|---|
| 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: 2.9.1 All kinds of soil : | - | Cum | - | - |
| 2 | Demolishing cement concrete manually/by mechanical means including
disposal of material within 50 meters lead as per direction of Engineer-incharge:
15.2.1 1:3:6 or richer mix (i/c equivalent design mix) | - | Cum | - | - |
| 3 | 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: 4.4.8 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) | - | Cum | - | - |
| 4 | 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. | - | Cum | - | - |
| 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: 4.4.5 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | - | Cum | - | - |
| 6 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) coping, including curing but excluding the cost of centring, shuttering
and finishing with.1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | - | Cum | - | - |
| 7 | Providing and laying of boulder apron laid in wire crates with 4 mm dia Gl wire conforming to 15:200 and 15:4826 in 100 mm x 100 mm mesh (woven diagonally) Including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications | - | cum | - | - |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and
string courses etc. | - | sqm | - | - |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms. | - | sqm | - | - |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for:
5.9.1 Foundations, footings, bases of columns etc. for mass concrete | - | sqm | - | - |
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