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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 | Accepted-Technical OK |
| 3 | Accepted-Technical 0 DHANA TEJA BARARI DHANA TEJA MATHURA MATHURA UTTAR PRADESH 281005 | MATHURA | UTTAR PRADESH | 281005 | Accepted-Technical OK |
| 4 | Accepted-Technical 0 AHAMADPUR AHAMADPUR AHAMADPUR JAUNPUR UTTAR PRADESH 222180 | JAUNPUR | UTTAR PRADESH | 222180 | Accepted-Technical Ok |
| 5 | Accepted-Technical | Accepted-Technical Ok |
Tender Value
₹1.2 Cr
EMD Value
₹2.5 L
Closing Date
16 Apr 2026, 12:00 pmClosed
EXECUTIVE ENGINEER
CONSTRUCTION DIVISION VARANASI-01 UPAVP VARANASI
TOURISM DEVELOPMENT WORK OF HANUMAN TEMPLE IN GRAM PANCHAYAT RAMPUR KALA, BLOCK CHAKIA, DISTRICT-CHANDAULI(5)
2026_UPHDB_1132340_1
612/T-1/206 Dt. 24.03.2026 (5)
Open Tender
Civil Works
Fixed-rate
CHANDAULI
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,310
Yes
CONSTRUCTION DIVISION VARANASI-01 UPAVP VARANASI
₹2.5 L
Yes
23 Apr 2026
1 Apr 2026
16 Apr 2026
1 Apr 2026
16 Apr 2026
1 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 |
|---|---|---|---|---|---|
| 1Earth 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-in-charge. | |||||
| - | 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) | - | Cum | - | - |
| - | Providing 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) | - | Cum | - | - |
| - | Reinforced 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). | - | Cum | - | - |
| - | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete | - | Sqm | - | - |
| - | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. | - | qtl. | - | - |
| - | Steel work in built up tubular (round, square or rectangular hollow tubes
etc.) trusses etc., including cutting, hoisting, fixing in position and applying
a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. completeHot finished welded type tubes | - | Kg | - | - |
| - | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | - | Sqm | - | - |
| - | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick | - | Sqm | - | - |
| - | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:All Kind of Soil | - | Cum. | - | - |
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