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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.0 LAdmitted-Finance | L1 | Admitted-Finance |
Tender Value
₹3 L
EMD Value
₹6,000
Closing Date
11 Sept 2026, 2:00 pmClosed
Er. Sanjeev Sharma
XEN PWD Akhnoor
BOQ
2026_PWDJK_322543_4
e-NIT No. 48 of 2026-27 Dated 27-08-2026
Open Tender
Civil Works
Percentage
30 days
Akhnoor
NIT
2 documents required · 2 mandatory
₹600
XEN PWd Akhnoor
₹6,000
14 Sept 2026
28 Aug 2026
11 Sept 2026
28 Aug 2026
11 Sept 2026
28 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 | Providing, laying, spreading and compacting graded stoneaggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing thematerial with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, layingin uniform layers with mechanical paver finisher in sub- base/ base course on well prepared surface and compacting withvibratory roller of 8 to 10 tonne capacity to achieve thedesired density, complete incl carrige as per specificationsand directions of Engineer-in-Charge | 35.33 | cum | 1,885.95 | ₹66,630.61 |
| 2 | Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom. With rapid setting bitumen emulsion On W.B.M. /W.M.M. @ 0.4 Kg/sqm | 471 | Sqm | 30.9 | ₹14,553.9 |
| 3 | 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 runbitumen 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-30 with no solvent. | 471 | Sqm | 268.15 | ₹1,26,298.65 |
| 4 | 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-30 bitumen per cum of fine aggregate and0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete | 471 | Sqm | 102.85 | ₹48,442.35 |
| 5 | 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 : | 8.32 | cum | 256.85 | ₹2,135.96 |
| 6 | suppliying and Fixing of wire crates including supply of stones and cost of crates, including carriages (complete Job) (Size 6.0 x 1.2 x1.2 | 17.28 | cum | 1,909.72 | ₹32,999.96 |
| 7 | Engaging back hoe/JCB for General site clearance, removing unwanted materials etc. | 4 | hours | 1,200 | ₹4,800 |
| 8Carriage of material ( to be paid as per actual ) for 10 Kms | |||||
| 8.01 | aggregate below 40mm | 15.54 | cum | 279.04 | ₹4,337.12 |
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