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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹11,821.90Admitted-Finance | -65.00% | ₹11,821.90 | L1 | Admitted-Finance |
| 2 | L2₹23,309.35Admitted-Finance | -31.00% | ₹23,309.35 | L2 | Admitted-Finance |
Tender Value
₹4.9 L
EMD Value
₹9,800
Closing Date
18 May 2026, 4:00 pmClosed
Executive Engineer PWD Division Poonch
Executive Engineer PWD Division Poonch
Day to Day Maintenance of Ext. of Chikriban road Rajpura to Balnoi road and Police Station Arai Moorian and other allied road nearby,Sub Division Mandi
2026_PWDJK_309467_5
e-NIT No.11/2026-27 dated 07-05-2026
Open Tender
Civil Works
180 days
Poonch
Please refer Tender documents.
3 documents required · 3 mandatory
₹600
Yes
Executive Engineer PWD Division Poonch
₹9,800
Yes
20 May 2026
7 May 2026
19 May 2026
7 May 2026
18 May 2026
7 May 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 | Providing and applying tack coat using hot straight run bitumen of grade –VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications.On W.B.M. @ 0.75 Kg/sqm. | 1 | Sqm | 74.35 | ₹74.35 |
| 2 | 2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).With paving Asphalt grade VG-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt. | 1 | Sqm | 269.85 | ₹269.85 |
| 3 | Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete. | 1 | Sqm | 101.4 | ₹101.4 |
| 4 | Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m respectively ). Wet | 1 | Cum | 184.95 | ₹184.95 |
| 5 | Slip Clearance:In soils; mixed with moorum/Kankar/shingle/boulders; disposal
lead upto 50 m and lift upto 1.5 m. | 1 | Cum | 331.15 | ₹331.15 |
| 6 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : | 1 | Cum | 187.3 | ₹187.3 |
| 7 | 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:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 1 | Cum | 5,733.6 | ₹5,733.6 |
| 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 | 1 | Cum | 5,402.9 | ₹5,402.9 |
| 9 | Dry random rubble masonry with hard stone in foundation and plinth:Without bond stone.Nallah | 1 | Cum | 2,793.8 | ₹2,793.8 |
| 10 | Stone Filling in wire crates , including cost of wire crates and all carriages upto site of work complete. | 1 | Cum | 2,400 | ₹2,400 |
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