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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹16.1 LAdmitted-Finance | -43.11% | ₹16.1 L | L1 | Admitted-Finance |
| 2 | L2₹17.5 L+₹1.4 L (8.78%)Admitted-Finance | -38.12% | ₹17.5 L+₹1.4 L (8.78%) | L2 | Admitted-Finance |
| 3 | L3₹17.6 L+₹1.5 L (9.36%)Admitted-Finance | -37.79% | ₹17.6 L+₹1.5 L (9.36%) | L3 | Admitted-Finance |
| 4 | L4₹27.9 L+₹11.8 L (73.6%)Admitted-Finance | -1.22% | ₹27.9 L+₹11.8 L (73.6%) | L4 | Admitted-Finance |
| 5 | L5₹28.1 L+₹12.1 L (75.1%)Admitted-Finance | -0.40% | ₹28.1 L+₹12.1 L (75.1%) | L5 | Admitted-Finance |
Tender Value
₹28.3 L
EMD Value
₹56,520
Closing Date
24 Mar 2026, 4:00 pmClosed
Er. Layaqit Ali (Executive Engineer)
OFFICE OF THE EXECUTIVE ENGINEER PWD DIVISION SURANKOTE
Please Refer to BOQ.
2026_PWDJK_306342_1
e-NIT No.197 of 2025-26 Dated 16-03-2026
Open Tender
Civil Works
Percentage
120 days
SKT
Please Refer to Technical Bid as per Conditions of e-NIT.
2 documents required · 2 mandatory
₹1,100
EXECUTIVE ENGINEER PWD DIVISION SURANKOTE
₹56,520
24 Apr 2026
16 Mar 2026
25 Mar 2026
16 Mar 2026
24 Mar 2026
16 Mar 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 30cm in depth, 1.5 m in width as well as 10 sqm on plan ) including disposal of excavated earth, lead up to 50m and lift upto 1.5 m, as directed by Engineer-in-Charge. Classification of soil All kinds of Soil 70% ,Ordinary Rock = 30%. | 914.6 | Cum | 248.95 | ₹2,27,689.67 |
| 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: All kinds of soil : | 195 | Cum | 256.85 | ₹50,085.75 |
| 3 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering . All work up to plinth level with :1:5:10 ( 1 cement :5 coarse sand :10 graded stone aggregate 40 mm nominal size ) | 13.2 | Cum | 4,826.5 | ₹63,709.8 |
| 4 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering .All work up to plinth level with :1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) with 20% Boulders | 60.7 | Cum | 4,774.34 | ₹2,89,802.44 |
| 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) | 87.69 | Cum | 7,564.8 | ₹6,63,357.31 |
| 6 | 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 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | 8.76 | Cum | 9,821.85 | ₹86,039.41 |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more | 876.24 | Kg | 123.2 | ₹1,07,952.77 |
| 8 | 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).Nallah | 82.86 | Cum | 5,402.9 | ₹4,47,684.29 |
| 9 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone | 96.65 | Cum | 2,793.8 | ₹2,70,020.77 |
| 10 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete | 37.5 | sqm | 416.5 | ₹15,618.75 |
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