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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance G KHETABPUR KASIMABAD GHAZIPUR | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Admitted-Fee/PreQual/Technical/Finance NA | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹8.9 L
EMD Value
₹17,720
Closing Date
31 Mar 2026, 12:00 pmClosed
B.D.O. KASIMABAD GHAZIPUR
OFFICE B.D.O. KASIMABAD GHAZIPUR
BLOCK PARISAR KASIMABAD KA KARYAKALP
2026_RDUP_1130590_19
1702 date 16-03-2026
Open Tender
Civil Works
Percentage
90 days
KASIMABAD GHAZIPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
B.D.O. KASIMABAD GHAZIPUR
₹17,720
31 Mar 2026
26 Mar 2026
31 Mar 2026
26 Mar 2026
31 Mar 2026
26 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 |
|---|---|---|---|---|---|
| 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 for all lift, as directed by Engineer-in-charge.DSR code 2.6.1 | |||||
| 2Providing 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 (1cement: 4 coarse sand (zone-III) derived from natural sourse : 8 graded stone aggregates 40mm nominal size derived from natural sources). DSR code 4.1.8 | |||||
| 3Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in cement mortor 1:6 as DSR code 6.1.2 | |||||
| 4Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:2 (1 cement :4 coarse sand) SOR Lucknow 14.08.2020 (DSR No.6.13.2) | |||||
| 5Reinforced 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-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). DSR 5.3 | |||||
| 6Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform DSR 5.9.3 | |||||
| 7Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars DSR 5.22.1 | |||||
| 815 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) DSR 13.2.2 | |||||
| 912 mm cement plaster of mix : 1:6(1 cement: 6 Fine sand) DSR 13.1.2 | |||||
| 10Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm DSR 11.41.2 | |||||
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