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Tender Value
₹2.3 L
EMD Value
₹4,540
Closing Date
28 Sept 2026, 4:00 pm3d left
Executive Engineer RnB Division Ganderbal
Executive Engineer RnB Division Ganderbal
Construction of Pipe Culvert on Beehama Safapora road near Wandhama Near the land of gh Mohd Sheikh at Gousia Colony Wandhama.
2026_PWDJK_325250_1
NIT No.72-2026-27
Open Tender
Civil Works
Percentage
20 days
Ganderbal
as per NIT
2 documents required · 2 mandatory
₹200
Executive Engineer RnB Division Ganderbal
₹4,540
28 Sept 2026
19 Sept 2026
29 Sept 2026
19 Sept 2026
28 Sept 2026
19 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/ laying and embedding of R.C.C. pipes incld. 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 24" (600mm) dia RCC spun pipes | 14.58 | Rm | 6,000 | ₹87,480 |
| 2 | 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. | 13.12 | Cum | 1,000 | ₹13,120 |
| 3 | 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 (To be laid as per guide line of MOST specification). Finished work to be measured and paid. | 1.31 | Cum | 2,350 | ₹3,078.5 |
| 4 | 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 (To be laid as per guide line of MOST specification). Finished work to be measured and paid. | 1.31 | Cum | 2,450 | ₹3,209.5 |
| 5 | 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 incld. Carriage of materials loading, unloading incld. All taxes involved on account of labour and material incld. cost of bitumen. On WBM surface @0.75kg/sqm. | 130 | Sqm | 74.35 | ₹9,665.5 |
| 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. 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. | 6.5 | Cum | 8,590.95 | ₹55,841.18 |
| 7 | 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. | 5.2 | Cum | 10,554 | ₹54,880.8 |
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