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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹11.1 LAdmitted-Finance | -52.66% | ₹11.1 L | L1 | Admitted-Finance |
| 2 | L2₹11.5 LAdmitted-Finance | -51.21% | ₹11.5 L | L2 | Admitted-Finance |
| 3 | L3₹15.1 LAdmitted-Finance | -36.00% | ₹15.1 L | L3 | Admitted-Finance |
| 4 | L4₹15.1 LAdmitted-Finance | -35.86% | ₹15.1 L | L4 | Admitted-Finance |
| 5 | L5₹15.7 LAdmitted-Finance | -33.36% | ₹15.7 L | L5 | Admitted-Finance |
Tender Value
₹23.6 L
EMD Value
₹47,100
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 Seri-Khawaja to Naraian under Package No. Jk11-170 Block Lassana
2026_JKRRD_147336_14
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
₹800
Office of the Executive Engineer PMGSY Div. Poonch
₹47,100
Office of the Executive Engineer PMGSY Div. Poonch
4 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 H.S 40% & SR 30% HR 30% : | - | Cum | - | - |
| 2 | 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 | - | - |
| 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 | 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 | - | - |
| 5 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness)
including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses,
string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills,
fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering
and finishing with. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | - | Cum | - | - |
| 6 | 5.9.16 Edges of slabs and breaks in floors and walls
5.16.1.2 Above 20 cm wide | - | sqm | - | - |
| 7 | 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 | - | - |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms. | - | sqm | - | - |
| 9 | 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 | - | - |
| 10 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°,
landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral
stair cases upto five level including curing but excluding the cost of centring, shuttering,
finishing and reinforcement with
5.3.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | - | Rmt | - | - |
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