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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.5 LAdmitted-Fee/PreQual/Technical/Finance 12 VILLAGE SOMBRONA P O NOWGAM KUTHAR VILLAGE SOMBRONA ANANTHNAG JAMMU KASHMIR 192201 UDYAM JK 01 0016545 | ANANTNAG | JAMMU AND KASHMIR | 192201 | -15.55% | ₹2.5 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹2.8 L+₹28,655.36 (11.3%)Admitted-Fee/PreQual/Technical/Finance | -6.00% | ₹2.8 L+₹28,655.36 (11.3%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹2.9 L+₹34,656.48 (13.7%)Admitted-Fee/PreQual/Technical/Finance | -4.00% | ₹2.9 L+₹34,656.48 (13.7%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹3 L
EMD Value
₹6,000
Closing Date
28 Jul 2026, 4:00 pmClosed
Executive Engineer
Hydraulic Division Uri
Improvement to water supply for Chowala, Thajal by construction of Collection Chamber and other allied works.
2026_IFC_316166_3
eNIT No. 06/Hyd/Uri of 2026-27
Open Tender
Civil Works
Percentage
15 days
Uri
Please refer Tender documents.
2 documents required · 2 mandatory
₹200
Executive Engineer Hydraulic Division Uri
₹6,000
7 Aug 2026
15 Jul 2026
29 Jul 2026
15 Jul 2026
28 Jul 2026
15 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 |
|---|---|---|---|---|---|
| 1Earth work in bulk excavation by manual means 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 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. | |||||
| 1.1 | In all kinds of soils | - | Cum | 1 | - |
| 2Earth work in excavation by manual means 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: | |||||
| 2.1 | In all kinds of soils | - | Cum | - | - |
| 2.2 | Ordinary Rock | - | Cum | 1 | - |
| 3Laying hand packed stonesoling (stones avaliableto be brought from near by Nallah pockets) | |||||
| 4 | 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 | 1 | - |
| 5 | 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) | - | Cum | 1 | - |
| 6Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | |||||
| 7Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | |||||
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