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Tender Value
₹2.5 Cr
EMD Value
₹5.1 L
Closing Date
29 Aug 2026, 4:00 pmDue tomorrow
Executive Engineer RandB Division Bandipora
Office of the Xen RandB Division Bandipora
Widening/Up gradation of Athwatoo Bunkote Sonarwani Road
2026_PWDJK_321993_1
Fresh e-NIT No.68 of 2026-27 Dated 22-08-2026
Open Tender
Civil Works
Percentage
270 days
Bandipora
As per NIT and SBD
2 documents required · 2 mandatory
₹5,500
Executive Engineer RandB Division Bandipora
₹5.1 L
Office of the SE PWD RandB Circle Bandipora
24 Aug 2026
24 Aug 2026
31 Aug 2026
24 Aug 2026
29 Aug 2026
24 Aug 2026
27 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 | R-Wall :-Earth work in excavation in all kinds of soil by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for 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 by site Engineer | 192.44 | Cum | 256.85 | ₹49,428.21 |
| 2 | Supply and filling of dry stone soling in foundation trenches/under floors tightly hand packed with hand ramming, dressing ,watering incld. carriage of material from source to site of work complete | 28.22 | Cum | 1,000 | ₹28,220 |
| 3 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work up to plinth level 1:4:8 (1 Cement: 4 coarse sand: 8 grade stone aggregate 40mm nominal size) incld. carriage of material from source to site of work complete | 28.22 | Cum | 5,899.6 | ₹1,66,486.71 |
| 4 | Random Rubble masonry with hard stone in foundation and plinth using Quarry Stone including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with Cement mortar 1:6 (1 Cement : 6 coarse sand) incld. carriage of material from source to site of work complete | 236.06 | Cum | 8,445.2 | ₹19,93,573.91 |
| 5 | Dry random rubble masonry with hard stone in foundation and plinth using quarry stone with bond stone incld. carriage of material from source to site of work complete | 157.37 | Cum | 6,148.45 | ₹9,67,581.58 |
| 6 | Random Rubble masonry with hard stone in foundation and plinth using Quarry Stone including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with Cement mortar 1:6 (1 Cement : 6 coarse sand) incld. carriage of materialby involved MT/HL upto to site of work complete . (Labour Only Stones Available at site). | 98.35 | Cum | 4,200 | ₹4,13,070 |
| 7 | Providing and laying cement concrete coping 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size )incld. carriage of material from source to site of work complete | 140.33 | Sqm | 451.8 | ₹63,401.09 |
| 8 | Supply and filling with 2nd class Quarry stones as per specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment ,wing wall,return wall,crate bund,Retaining wall to the full height ,compacted to firm condition complete incld. carriage of material from approved source to site of work incld. all carriages. | 213.82 | Cum | 1,400 | ₹2,99,348 |
| 9 | Providing and fixing of PVC pipe,(B-Class) of Prince/Phenolex or equivalent make of 75 mm dia for weep holes in brick masonary/stone masonary,plain/reinforced concrete abutments,wing walls,retaining walls etc as per the direction of site Engineer incld. carriage of material from source to site of work | 30.49 | Rm | 150 | ₹4,573.5 |
| 10 | B-wall :-Earth work in excavation in all kinds of soil by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for 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 by site Engineer | 103.58 | Cum | 256.85 | ₹26,604.52 |
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