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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹72.0 LAccepted-Finance SULEMAPUR SHIVRAMPUR VARANASI | ₹72.0 L | 1st | Accepted-Finance L-1 |
| 2 | 2nd₹76.0 LAccepted-Finance | ₹76.0 L | 2nd | Accepted-Finance L-2 |
| 3 | Rejected-Technical 0 AHAMADPUR AHAMADPUR AHAMADPUR JAUNPUR UTTAR PRADESH 222180 | JAUNPUR | UTTAR PRADESH | 222180 | - | - | Rejected-Technical DOCUMENT NOT COMPLETED |
Tender Value
Refer Docs
EMD Value
₹1.5 L
Closing Date
7 Apr 2026, 12:00 pmClosed
EXECUTIVE ENGINEER
OFFICE CUM SHOPPING COMPLEX JAWAHAR NAGAR BHELUPUR VARANASI
TOURISM DEVELOPMENT WORK FOR PRACHIN PANCHMUKHI SHRI BHAGWAN VISHWAKARMA TEMPLE AT KHIDKIYA GHAT ON NAMO GHAT DISTRICT- VARANASI.
2026_UPHDB_1129430_1
554/M-11/195 dt. 17.03.2026(2)
Open Tender
Civil Works
270 days
NAMO GHAT DISTRICT- VARANASI.
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,540
EXECUTIVE ENGINEER CD VARANASI-02 UPAVP VARANASI
₹1.5 L
13 Apr 2026
24 Mar 2026
7 Apr 2026
24 Mar 2026
7 Apr 2026
24 Mar 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 |
|---|---|---|---|---|---|
| 1Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 2.8.1 | |||||
| 2Filling of earth in plinth in 20cm layer including leveling, dressing and watering and also including of supply of earth including carted loading & unloading as per direction of Engineer incharge.. DSR 2.25a | |||||
| 3Sand filling in plinth under floors including watering, ramming, consolidating and dressing complete including lead up to 50m and lift upto 1.5m and including cost of sand. DSR 2.27 | |||||
| 4Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. (DSR-4.1.8) | |||||
| 5Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration DSR 2.35.3.1 | |||||
| 6Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (Plinth beam) DSR 5.1.2 | |||||
| 7Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (Raft foundation) DSR 5.1.2 | |||||
| 8Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (Column) DSR 5.1.2 | |||||
| 9Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). DSR 5.3 (Slab) | |||||
| 10Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). DSR 5.3Slab beam | |||||
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