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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.7 LAdmitted-Finance NOT AVAILABLE | L1 | Admitted-Finance | ||
| 2 | L2₹2.7 L+₹4,422.86 (1.65%)Admitted-Finance | L2 | Admitted-Finance |
Tender Value
₹5.0 L
EMD Value
₹9,940
Closing Date
5 Aug 2026, 4:00 pmClosed
Executive Engineer PWD RandB Division R S Pura
Executive Engineer PWD RandB Division R S Pura
BOQ
2026_PWDJK_318336_1
Short e-NIT No. DRSP/57 of 2026-27 Dated 28-07-2026
Open Tender
Civil Works
Percentage
248 days
R S Pura
eNIt/SBD
3 documents required · 3 mandatory
₹600
Executive Engineer PWD RandB Division R S Pura
₹9,940
R S Pura
8 Aug 2026
28 Jul 2026
6 Aug 2026
28 Jul 2026
5 Aug 2026
28 Jul 2026
31 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 | Earthwork Excavation in all kinds of soil by mechnical means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5m in width) and for shafts, wells cesspits and the like not exceeding 10 sqm on plan, depth upto 1.5m including disposal of excavated earth upto 1mtr from cutting edge, disposed earth is to be levelled and neatly dressed. | 72 | Cum | 256.85 | ₹18,493.2 |
| 2 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mixplant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge . | 37.5 | Cum | 1,885.95 | ₹70,723.13 |
| 3 | 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 | 375 | Sqm | 75.75 | ₹28,406.25 |
| 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 bitumen surface @ 0.50 Kg/sqm. | 450 | Sqm | 56.1 | ₹25,245 |
| 5 | 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 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. 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 | 825 | Sqm | 268.15 | ₹2,21,223.75 |
| 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-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 | 825 | Sqm | 102.85 | ₹84,851.25 |
| - | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. Layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m | 27 | Cum | - | - |
| - | Providing and laying 450mm Dia. Of Hume pipe in proper slope including carriages complete as per directions of Engineer Incharge. | 17.01 | Rm | 2,475.7 | ₹42,111.66 |
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