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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.5 LAdmitted-Finance | -54.10% | ₹3.5 L | L1 | Admitted-Finance |
| 2 | L2₹3.6 L+₹9,956 (2.85%)Admitted-Finance | -52.79% | ₹3.6 L+₹9,956 (2.85%) | L2 | Admitted-Finance |
| 3 | L3₹3.7 L+₹24,320.01 (6.97%)Admitted-Finance | -50.90% | ₹3.7 L+₹24,320.01 (6.97%) | L3 | Admitted-Finance |
| 4 | L4₹3.9 L+₹41,952.01 (12.0%)Admitted-Finance | -48.58% | ₹3.9 L+₹41,952.01 (12.0%) | L4 | Admitted-Finance |
| 5 | L5₹3.9 L+₹42,636.01 (12.2%)Admitted-Finance | -48.49% | ₹3.9 L+₹42,636.01 (12.2%) | L5 | Admitted-Finance |
Tender Value
₹7.6 L
EMD Value
₹15,200
Closing Date
2 Sept 2026, 4:00 pmClosed
Executive Engineer PWD Division Poonch
Executive Engineer PWD Division Poonch
Construction of Link road Naban to Khoran near the House of Zaffar Malik and other,Tehsil Haveli,District Poonch
2026_PWDJK_322172_1
e-NIT No.90/2026-27 dated 24-8-2026
Open Tender
Civil Works
Percentage
45 days
Poonch
Please refer Tender documents.
3 documents required · 3 mandatory
₹600
Yes
Executive Engineer PWD Division Poonch
₹15,200
Yes
5 Sept 2026
24 Aug 2026
3 Sept 2026
24 Aug 2026
2 Sept 2026
24 Aug 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% | 2,257 | Cum | 248.95 | ₹5,61,880.15 |
| 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 : | 36.74 | Cum | 256.85 | ₹9,436.67 |
| 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 ) | 1.2 | Cum | 4,826.5 | ₹5,791.8 |
| 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 20 mm nominal size) | 12.7 | Cum | 5,733.6 | ₹72,816.72 |
| 5 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone.Nallah | 13.66 | Cum | 2,793.8 | ₹38,163.31 |
| 6Centering and shuttering including strutting, propping etc. and removal of form for: | |||||
| 6.01 | Foundations, footings, bases of columns etc. for mass concrete. | 5.3 | Sqm | 286.35 | ₹1,516.8 |
| 6.02 | Walls (any thickness) including attached pilasters,buttreses,plinth and string courses etc. | 24.48 | Sqm | 628.95 | ₹15,396.7 |
| 7 | Dumping stone including cost of stones. On Horizontal on level. | 1 | Cum | 937.9 | ₹936.96 |
| 8 | Providing and laying non-pressure 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.Non-pressure NP-3 class (Medium duty) R.C.C. pipes.900 mm dia. R.C.C. pipe | 10 | Meter | 3,951.65 | ₹39,516.5 |
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