Construction of 02 No.s Pipe Culverts on Beehama Safapora road at larsun near Jamia masjid Larsun
Chief Engineer Central Kashmir · Ganderbal, Jammu and Kashmir · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹3.0L
- EMD: ₹6K
- Published: 29 Sep 2026
- Closing date: 06 Oct 2026
- Status: open
- Department: PWD
- Office: Ganderbal Circle
Description
Construction of 02 No.s Pipe Culverts on Beehama Safapora road at larsun near Jamia masjid Larsun.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Open Tender
- Evaluation: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (7)
- Providing/ laying and embedding of R.C.C. pipes including trench excavation in all status of surface to required width/depth and making of necessary cushioning with required material jointing of pipes all inclusive cost and carriage of pipes upto site of work complete — Qty: 21.87 Rm
- Supply, stacking and laying of GSB Naturally occurring gravel close graded maximum aggregate size range 75mm granular sub base course including sorting, spreading to template, watering and consolidation to required gradient and camber with 80-100KN road roller all inclusive leads, lifts, loading, unloading carriage of materials from approved source to site of work complete. Finished work to be measured. — Qty: 19.68 Cum
- Supply, stacking and laying of WBM grade 2nd with specified graded stone aggregate 63mm - 45mm size broken quarry stone @0.92cum/10 sqm and using of screening 11.20mm size @ 0.135cum/10sqm and binding material @0.06cum/10sqm of road surface including sorting, spreading to template, watering and consolidation to required gradient and camber with (80-100) KN road roller all inclusive leads, lifts, loading, unloading, head load if any and carriage of materials from nearest approved source to site of work complete — Qty: 1.97 Cum
- Supply, stacking and laying of WBM grade 3rd with specified graded stone aggregate 53mm – 22.40mm size broken quarry stone @0.92cum/10 sqm and using of screening 11.20mm size @ 0.135cum/10sqm and binding material @0.06cum/10sqm of road surface including sorting, spreading to template, watering and consolidation to required gradient and camber with (80-100) KN road roller all inclusive leads, lifts, loading, unloading, head load if any and carriage of materials from nearest approved source to site of work complete — Qty: 1.97 Cum
- Providing and applying tack coat using hot straight run bitumen of V-G 10 Grade on the prepared surface and cleaned with hydraulic broom as per technical specification clause 503 of MOST specifications including carriage of materials loading, unloading including all taxes involved on account of labour and material including cost of bitumen. — Qty: 149.5 Sqm
- 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 mm 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. — Qty: 7.47 Cum
- Providing and laying 40mm thick Dense Bituminous Concrete Grade using VG-10 Grade @ 5.5% (Percentage by weight of total mix) and lime filter @ 3% ( %age by weight of aggregate) prepared in batch type hot mix plant of 100-120 TPH Capacity using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hotmix to work site by tippers, laying with paver, finisher, equipped with electronic censor to the required graded 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. — Qty: 5.98 Cum
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