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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.1 LAdmitted-Finance | -16.10% | ₹3.1 L | L1 | Admitted-Finance |
| 2 | L2₹3.5 L+₹32,314.70 (10.3%)Admitted-Finance | -7.46% | ₹3.5 L+₹32,314.70 (10.3%) | L2 | Admitted-Finance |
| 3 | L3₹3.7 L+₹56,475.92 (18.0%)Admitted-Finance | -1.00% | ₹3.7 L+₹56,475.92 (18.0%) | L3 | Admitted-Finance |
| 4 | L4₹3.7 L+₹57,635.36 (18.4%)Admitted-Finance | -0.69% | ₹3.7 L+₹57,635.36 (18.4%) | L4 | Admitted-Finance |
Tender Value
₹3.7 L
EMD Value
₹7,480
Closing Date
14 Sept 2026, 6:00 pmClosed
Er. Sanjeev Sharma
XEN PWD Akhnoor
BOQ
2026_PWDJK_323579_10
e-NIT No. 50 of 2026-27 Dated 05-09-2026
Open Tender
Civil Works
Percentage
90 days
Akhnoor
NIT
2 documents required · 2 mandatory
₹600
XEN PWD Akhnoor
₹7,480
21 Sept 2026
7 Sept 2026
15 Sept 2026
7 Sept 2026
14 Sept 2026
7 Sept 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 | Supply, filling, digging carrying by Lorry, filling River Bed Material mixed with coarse sand and round nallah, shingle as per lines cross section, grade and camber, including water and consolidation and layers with 8 to 10 tonne power roller complete (finished work including material and labour) | 97.5 | cum | 350 | ₹34,125 |
| 2 | Providing and Laying water bound Macadam with Broken Nallah stone aggregate of 63 mm to 45 mm size and binding material including screening of 13.20 mm size and stone dust sorting spreading to template and consolidation with power road roller 8 to 10 tonne apacity complete (Finished work including material and Labour) | 39 | cum | 2,237.2 | ₹87,250.8 |
| 3 | Providing and Laying water bound Macadam with Broken Nallah stone aggregate of Base course with 53 mm to 22.40 mm size and binding material including screening of 13.2 mm size and stone dust sorting spreading to template and consolidation with power road roller 8 to 10 tonne apacity complete (Finished work including material and Labour) | 29.25 | cum | 2,327.65 | ₹68,083.76 |
| 4 | Providing and applying tack coat using hot straight run bitumen of grade – VG-30, 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. | 390 | sqm | 75.75 | ₹29,542.5 |
| 5 | 2.0 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-30 with no solvent (Manually) | 390 | sqm | 221.35 | ₹86,326.5 |
| 6 | 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 and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete (16.48A) | 390 | sqm | 102.85 | ₹40,111.5 |
| 7Carriages of Material by MT in all terrain including cost of loading/unloading and stacking at site | |||||
| 7.01 | Stone aggregates Above 40 mm for an average lead of 10.0 kms.kms | 39 | cum | 303.34 | ₹11,830.26 |
| 7.02 | Stone aggregates Below 40 mm for an average lead of 10.0 kms | 60 | cum | 279.04 | ₹16,742.4 |
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