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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹100.0 LAdmitted-Technical | -48.13% | ₹100.0 L | L1 | Admitted-Technical All the documents required as per NIT have been uploaded by the Bidder. |
| 2 | L2₹1.0 Cr+₹4.6 L (4.59%)Admitted-Technical | -45.75% | ₹1.0 Cr+₹4.6 L (4.59%) | L2 | Admitted-Technical All the documents required as per NIT have been uploaded by the Bidder. |
| 3 | L3₹1.2 Cr+₹15.7 L (15.7%)Admitted-Technical | -40.01% | ₹1.2 Cr+₹15.7 L (15.7%) | L3 | Admitted-Technical All the documents required as per NIT have been uploaded by the Bidder. |
| 4 | L4₹1.2 Cr+₹15.7 L (15.7%)Admitted-Technical | -40.00% | ₹1.2 Cr+₹15.7 L (15.7%) | L4 | Admitted-Technical All the documents required as per NIT have been uploaded by the Bidder. |
| 5 | L5₹1.2 Cr+₹19.9 L (19.9%)Admitted-Technical | -37.79% | ₹1.2 Cr+₹19.9 L (19.9%) | L5 | Admitted-Technical All the documents required as per NIT have been uploaded by the Bidder. |
Tender Value
₹1.9 Cr
EMD Value
₹3.9 L
Closing Date
29 Jul 2026, 4:00 pmClosed
Executive Engineer RandB Division Bandipora
Office of the Executive Engineer RandB Division Bandipora
Up-gradation of Peer Bhutoo Dardgund Road Central Yali Goal Pathri road. (Under NABARD RIDF-XXXI)
2026_PWDJK_315066_1
e-NIT No.40 of 2026-27 Dated 08-07-2026
Open Tender
Civil Works
Percentage
540 days
Bandipora
As per NIT
2 documents required · 2 mandatory
₹2,600
Executive Engineer RandB Division Bandipora
₹3.9 L
Office of the SE PWD RandB Circle Bandipora
5 Aug 2026
8 Jul 2026
30 Jul 2026
9 Jul 2026
29 Jul 2026
10 Jul 2026
20 Jul 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 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 1000 meters and lift upto 3.5 m, as directed by Engineer-in-Charge. All kinds of soil, | - | Cum | 187.3 | - |
| 2 | 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 | - | Cum | 256.85 | - |
| 3 | Providing and laying of reinforced cement concrete pipe NP3 in proper positions and slope on first class bedding of granular material in single row ,incld earth work in excavation,back filling and cushioning over pipes to the required gradient and camber ,fixing collar with cement mortor 1:2 mix concrete incld cost of pipes and carriage by mechanical transport from source to site of work loading, unloading complete Job 450 mm dia. | - | Rm | 4,500 | - |
| 4 | Providing and laying of reinforced cement concrete pipe NP3 in proper positions and slope on first class bedding of granular material in single row ,incld earth work in excavation,back filling and cushioning over pipes to the required gradient and camber ,fixing collar with cement mortor 1:2 mix concrete incld cost of pipes and carriage by mechanical transport from source to site of work loading, unloading complete Job 900 mm dia. | - | Rm | 9,600 | - |
| 5 | Supply ,stacking, filling,laying and spreading of quarry muck in 15 cm layers to specified lines,grades and cross sections incld sorting , spreading to templete ,watering ,dresssing ,ramming and consolidation to the required gradient and camber with 8-10 tonne capacity Power road roller and also back fiiling behind R-Walls incld. carriage of material from approved source to site of work complete | - | Cum | 1,000 | - |
| 6 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and at desired places etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m | 1 | Cum | 218.4 | ₹218.18 |
| 7 | 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 by PRR complete incld. carriage of material from approved source to site of work | 1 | Cum | 1,200 | ₹1,198.8 |
| 8 | 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 | - | Cum | 1,100 | - |
| 9 | 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 | - | Cum | 5,771.85 | - |
| 10 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)incld. carriage of material from source to site of work complete | 1 | Cum | 8,331.9 | ₹8,323.57 |
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