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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical ARAZI NO 256 MAHESHI BAHRAICH DINDASPUR CHANDAULI | CHANDAULI | CHANDAULI | UTTAR PRADESH | Accepted-Technical Ok |
| 2 | Accepted-Technical 0 AHAMADPUR AHAMADPUR AHAMADPUR JAUNPUR UTTAR PRADESH 222180 | JAUNPUR | UTTAR PRADESH | 222180 | Accepted-Technical OK |
Tender Value
₹62.5 L
EMD Value
₹1.3 L
Closing Date
16 May 2026, 12:00 pmClosed
EXECUTIVE ENGINEER
CONSTRUCTION DIVISION VARANASI-01 UPAVP VARANASI
TOURISM DEVELOPMENT WORK OF KALI JI TEMPLE LOCATED IN NAGAR PANCHAYAT SAIYADRAJA OF DISTRICT-CHANDAULI
2026_UPHDB_1143098_1
870/M-11/324, Dt. 25.04.2026
Open Tender
Civil Works
Fixed-rate
CHANDAULI
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,540
Yes
CONSTRUCTION DIVISION VARANASI-01 UPAVP VARANASI
₹1.3 L
Yes
18 May 2026
28 Apr 2026
16 May 2026
28 Apr 2026
16 May 2026
28 Apr 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 excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.All kinds of soil | 128.58 | CUM | 133.11 | ₹17,115.28 |
| - | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 48.73 | CUM | 5,108.49 | ₹2,48,936.72 |
| - | Treatment 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: | 143.06 | SQM | 232.51 | ₹33,262.88 |
| - | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | 51.5 | CUM | 525.32 | ₹27,053.98 |
| - | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 13.73 | CUM | 1,592.65 | ₹21,867.08 |
| - | Providing and laying in position ready mixed or site batcheddesign mix cement concrete for reinforced cement concrete work;using coarse aggregate and fine aggregate derived from naturalsources, Portland Pozzolana / Ordinary Portland /Portland Slagcement, admixtures in recommended proportions as per IS: 9103to accelerate / retard setting of concrete, to improve durabilityand workability without impairing strength; including pumpingof concrete to site of laying, curing, carriage for all leads; butexcluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for thefollowing grades of concrete. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum foundation | 27.43 | CUM | 7,127.85 | ₹1,95,516.93 |
| - | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. | 40.04 | SQM | 294.08 | ₹11,774.96 |
| - | All works above plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum column | 52.29 | CUM | 8,138.9 | ₹4,25,583.08 |
| - | Centering and shuttering including strutting, propping etc. and removal of form for columns, pillers, piers, abutments etc. | 83.1 | sqm | 720.9 | ₹59,906.79 |
| - | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers. | 138.79 | SQM | 552.24 | ₹76,645.39 |
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