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Tender Value
₹59.5 L
EMD Value
₹1.2 L
Closing Date
26 Sept 2026, 2:00 pm3d left
Executive Engineer PWD RnB Division Pa
office of Executive Engineer PWD RnB Division Pa
Macadamisation of Main Road District Headquarters along with Main markets with allied links
2026_PWDJK_325447_1
ENIT NO 75 of 2026-27
Open Tender
Civil Works
Percentage
15 days
Pahalgam
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,600
Centralized Designated Pooling Bank Account
₹1.2 L
21 Sept 2026
21 Sept 2026
26 Sept 2026
21 Sept 2026
26 Sept 2026
21 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 | 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 medium setting bitumen emulsion On W.B.M. /W.M.M. @ 0.4 Kg/sqm | 2,938.25 | SQM | 27.7 | ₹81,389.53 |
| 2 | 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 bitumen surface @ 0.50 Kg/sqm. | 3,258.36 | SQM | 48.39 | ₹1,57,672.04 |
| 3 | Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material within all lifts and lead upto 1 km (by mechanical means). | 3,258.4 | SQM | 4.87 | ₹15,868.41 |
| 4 | 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. 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. | 340.78 | Cum | 7,531.64 | ₹25,66,632.28 |
| 5 | Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 25 mm compacted thickness with bitumen of grade VG- 10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. | 6,196.65 | Sqm | 257.09 | ₹15,93,096.75 |
| 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. | 6,196.65 | Sqm | 90.17 | ₹5,58,751.93 |
| 7 | Surface dressing of the ground including removing vegetation and in-equalities
not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto
1.5 m in -All kinds of soil. | 18.25 | Per 100 Sqm | 2,114.59 | ₹38,591.27 |
| 8 | P/L of MS pipes in proper position and grade including laying of requisite cushion and carriage complete job, 10 inch dia | 6 | RM | 3,898.31 | ₹23,389.86 |
| 9 | Eangement of JCB for clearnce of Debris/Unwanted material from site to all Complete Job | 8 | Hour | 1,016.95 | ₹8,135.6 |
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