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Tender Value
₹39.0 L
EMD Value
₹78,060
Closing Date
3 Jun 2026, 6:00 pmClosed
Executive Engineer Sgr Core
Office of the Executive Engineer Sgr Core
Macadamization of road From Illahi Bagh Grid Via Green Valley School Upto Parray Mohalla Rangpora, Gulab Bagh.
2026_PWDJK_310703_12
07 of RNB//Sgr-Core/2026-27
Open Tender
Civil Works
Percentage
Srinagar
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,100
Executive Engineer Sgr Core
₹78,060
23 May 2026
23 May 2026
4 Jun 2026
23 May 2026
3 Jun 2026
23 May 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 | 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. | 893.45 | SQM | 24.12 | ₹21,550.01 |
| 2 | Supplying and filling in plinth with fine sand under floors including, watering, ramming, consolidating and dressing complet | 87.39 | CUM | 1,204.5 | ₹1,05,261.26 |
| 3 | Providing and laying, watering and compacting with (80 - 100 KN) roller i.e Nallah muck (GSB) with aggregate size not exceeding 90mm granular sub-base material to specified lines, grades X sec and density furnished work to be measured. Incl carriage complete. | 160.05 | CUM | 950 | ₹1,52,047.5 |
| 4 | Supplying,stacking and Laying of WBM Grade II with graded stone aggregate at site of size 63-45mm size, (quarry Woyen), stone screenings, chippings, 13.2 mm nominal size (Type-A) & moorum (stonedust) including 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 with average lead 20 km. | 68.02 | CUM | 2,300 | ₹1,56,446 |
| 5 | 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 for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.Including carriage complete | 68.02 | CUM | 1,885.95 | ₹1,28,282.32 |
| 6 | 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 | 893.45 | SQM | 74.35 | ₹66,428.01 |
| 7 | Scarifying road surface including disposal of rubbish lead upto 50m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity | 2,680 | SQM | 24.45 | ₹65,526 |
| 8 | 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. | 2,680 | SQM | 55.2 | ₹1,47,936 |
| 9 | 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 Batch Type Hot Mix Plant/Drum type of required capacity including al carriages | 45.43 | CUM | 8,590.95 | ₹3,90,286.86 |
| 10 | 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 Batch Type Hot Mix Plant/Drum type of required capacity including all carriages. | 3,573.45 | SQM | 293.1 | ₹10,47,378.2 |
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