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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.5 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹3.8 L+₹27,744.12 (7.89%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹4.3 L+₹80,544.36 (22.9%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹4.5 L+₹94,944.42 (27.0%)Admitted-Finance | L4 | Admitted-Finance |
Tender Value
₹4.8 L
EMD Value
₹9,600
Closing Date
27 Jul 2026, 4:00 pmClosed
Executive Engineer PWD Division Poonch
Executive Engineer PWD Division Poonch
Restoration of road Qasba to Chountra road via PS Chountra Km 2nd RD 500-950,Block NSSB,Tehsil Haveli,District Poonch
2026_PWDJK_316601_3
e-NIT No.54/2026-27 dated 17-07-2026
Open Tender
Civil Works
Percentage
15 days
Poonch
Please refer Tender documents.
3 documents required · 3 mandatory
₹600
Yes
Executive Engineer PWD Division Poonch
₹9,600
Yes
29 Jul 2026
17 Jul 2026
28 Jul 2026
17 Jul 2026
27 Jul 2026
17 Jul 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 = 20% & Hard rock =10%(Blasting prohibited ) | 340 | Cum | 322.54 | ₹1,09,663.6 |
| 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 : | 18 | Cum | 256.85 | ₹4,623.3 |
| 3 | 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 | 15 | Rmt | 3,951.65 | ₹59,274.75 |
| 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) | 22 | Cum | 5,733.6 | ₹1,26,139.2 |
| 5Centering and shuttering including strutting, propping etc. and removal of form for: | |||||
| 5.01 | Foundations, footings, bases of columns etc. for mass concrete. | 56 | Sqm | 286.35 | ₹16,035.6 |
| 6 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone | 34 | Cum | 2,793.8 | ₹94,989.2 |
| 7 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. | 145 | Cum | 218.4 | ₹31,668 |
| 8 | Supply and filling RBM in open area including levelling,watering and hand ramming and all carriages upto site of work complete | 34.12 | Cum | 450 | ₹15,354 |
| 9Carriage of material by M.T incl loading/unloading & stacking complete | |||||
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