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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹5.3 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 2 | L2₹5.7 L+₹40,683.96 (7.68%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | ||
| 3 | L3₹6.0 L+₹70,947.76 (13.4%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹9.1 L
EMD Value
₹18,120
Closing Date
31 Jul 2026, 4:00 pmClosed
Executive Engineer RnB Division Uri
Executive Engineer RnB Division Uri
Construction/Upgradation of lone Mohalla A to Lone Mohalla B bela Boniyar by way of E w, RB walls, G- 1 and G II RCC Spun Pipes.
2026_PWDJK_317026_1
enit no 41 of 2026-27
Open Tender
Civil Works
Percentage
URI
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Yes
Executive Engineer RnB Division Uri
₹18,120
Yes
4 Aug 2026
21 Jul 2026
1 Aug 2026
21 Jul 2026
31 Jul 2026
21 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 | Providing ,laying, fiiling, stacking of RBM/GSB/Nallah Muck/Quarry Muck including spreading , leveling, dressing and then consolidating with PRR 8-10 Tonne capacity complete job | - | cum | 1,000 | - |
| 2 | Laying, spreading and compacting stone aggregate of sizes 63mm to 45mm (WBM G-II) 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 all cost and carriage complete job as per directions of Engineer Incharge at site | - | cum | 2,400 | - |
| 3 | R/wall | - | - | - | - |
| 4 | Earth work in excavation 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, within a lead of 50 metres: All kinds of soil. | 1 | Cum | 256.85 | ₹256.59 |
| 5 | Providing and filling of stone soling hand packed, including ramming, dressing and watering all complete job as per direction of Engineer Incharge at Site. | - | Cum | 1,200 | - |
| 6 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | - | Cum | 5,202.9 | - |
| 7 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 1 | Cum | 5,733.6 | ₹5,727.87 |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, wall, bases for columns etc | - | Sqm | 286.35 | - |
| 9 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations 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 |
| 10 | Carriage of materials by Mechanical Transport including loading, unloading and stacking complete job: | - | - | - | - |
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