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Tender Value
₹1.0 Cr
EMD Value
₹2.0 L
Closing Date
10 Jul 2026, 4:00 pm
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer
Executive Engineer PWD RnB Division Marwah
BALANCE WORK/ IMPROVEMENT UPGRADATION OF LINK ROAD FROM YOURDOO BHATTA TO PETHGAM
2026_PWDJK_313163_1
e-NIT No.09 of 2026-27 dated 20-06-2026
Open Tender
Civil Works
180 days
Marwah
BALANCE WORK/ IMPROVEMENT UPGRADATION OF LINK ROAD FROM YOURDOO BHATTA TO PETHGAM
2 documents required · 2 mandatory
₹3,000
Executive Engineer PWD RnB Division Marwah
₹2.0 L
Executive Engineer PWD RnB Division Marwah
20 Jun 2026
20 Jun 2026
11 Jul 2026
20 Jun 2026
10 Jul 2026
20 Jun 2026
23 Jun 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 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 : | 527.44 | Cum | 256.85 | ₹1,35,472.96 |
| 2 | Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc.and rerolling the subgrade. | 3,080 | Sqm | 2.8 | ₹8,624 |
| 3 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC,carriage of mixed material by tippers to work site, for all leads & lifts,spreading in uniform layers of specified thickness with motor grader on
prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of
Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to
0.075 mm) having CBR Value-30 | 924 | Cum | 1,880.3 | ₹17,37,397.2 |
| 4 | 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 mix
plant, 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 | 231 | Cum | 1,885.95 | ₹4,35,654.45 |
| 5 | 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. | 2,904 | Sqm | 74.35 | ₹2,15,912.4 |
| 6 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 16.63.1 50 to 100 mm average compacted thickness with bitumen of
grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity | 145.2 | Cum | 8,590.95 | ₹12,47,405.94 |
| 7 | 2 cm premix carpet surfacing with 1.8cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 size respectively, per 100 sqm and
52kg 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. | 2,904 | Sqm | 269.85 | ₹7,83,644.4 |
| 8 | 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. | 2,904 | Sqm | 101.4 | ₹2,94,465.6 |
| 9 | Excavating, supplying and filling of local earth (including royalty)by mechanical
transport upto a lead of 5 km also including ramming and watering of the earth in
layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | - | Cum | 276.6 | - |
| 10 | In ordinary soils disposal lead upto 50 m and lift upto 1.5 m. | - | Cum | 154.15 | - |
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