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Tender Value
₹68.5 L
EMD Value
₹1.4 L
Closing Date
27 Aug 2026, 4:00 pm3d left
Executive Engineer rnb division Awantipora
Executive Engineer rnb division Awantipora
Internal Road with Side Drain for SWM Facility Gallander Pampore.
2026_PWDJK_321008_1
94/EEA/ RNB/2026-27/4830-40 Dated 14-08-2026
Open Tender
Civil Works
Percentage
45 days
PAMPORE
AS PER NIT
6 documents required · 6 mandatory
₹1,600
JK Bank Account Bearing No 0470010200000099
₹1.4 L
14 Aug 2026
14 Aug 2026
28 Aug 2026
14 Aug 2026
27 Aug 2026
15 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 | Internal Road with Side Drain. | - | - | - | - |
| 2 | Supply and filling of GSB/Quarry/Nallah material including leveling dressing, ramming watering and consolidation with power roller to required gradient and camber with carriage of all material involved loading, unloading and stacking complete. | - | cum | - | - |
| 3 | Supplying and stacking of graded stone aggregate at site of size 63-45mm size, (quarry Woyen), stone screenings, chippings, 13.2mm nominal size (Type-A) & moorum (stone dust) including Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density including carriage of all material involved with loading unloading and stacking complete all as directed by Engineer-Incharge. | - | cum | - | - |
| 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 | - | cum | - | - |
| 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 WBM/WMM @ 0.75 kg/sqm | - | sqm | - | - |
| 6 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder,, trasported 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 -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. | - | cum | - | - |
| 7 | 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. | - | sqm | - | - |
| 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 | - | sqm | 1 | - |
| 9 | Earth wk in excavation by mechanical means (hydraulic excavat) in trenches f foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and f 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. | - | Cum | - | - |
| 10 | Providing & Laying of stone soling (dully hand packed)including watering dressing and ramming with all carriages loading un-loading and stacking etc complete | - | Cum | - | - |
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