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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.8 LAccepted-Finance N A | NA | NA | 121004 | ₹31.8 L | L1 | Accepted-Finance L1 |
| 2 | L2₹41.8 LRejected-Finance | ₹41.8 L | L2 | Rejected-Finance L2 |
| 3 | L3₹43.4 LRejected-Finance 1 GHATAMPUR KANPUR DEHAT UTTAR PRADESH 209206 UDYAM UP 43 0141342 | KANPUR NAGAR | UTTAR PRADESH | 209206 | ₹43.4 L | L3 | Rejected-Finance L3 |
Tender Value
₹45 L
EMD Value
₹4.3 L
Closing Date
27 Mar 2026, 12:00 pmClosed
SE MZP CIRCLE PWD MIRZAPUR
SE MZP CIRCLE PWD MIRZAPUR
CONSTRUCTION OF RESIDENTIAL BUILDING FOR KSHETRADHIKARI GHORAWAL IN DISTRICT SONBHADRA
2026_CEMRZ_1128679_1
884/53 COM MZP CIRCLE DATE 19.2.2026
Open Tender
Civil Works - Buildings
180 days
EE PD PWD SONBHADRA
AS PER NIT
3 documents required · 3 mandatory
₹2,720
Yes
₹4.3 L
Yes
2 Apr 2026
21 Mar 2026
27 Mar 2026
21 Mar 2026
27 Mar 2026
21 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 lift upto 1.5 m, as directed by Engineer-in-charge | |||||
| 2Filling available excavated earth (excluding rock) in trenches, plinth, sidesof foundations etc. inlayers not exceeding 20cm in depth, consolidatingeach deposited layer by ramming and watering, lead up to 50 and for all lift. | |||||
| 3Excavating, 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 DSR-2.25a | |||||
| 4Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete. DSR-2.27 | |||||
| 51:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived fromnatural sources : 8 graded stone aggregate 40 mm nominalsize derived from natural sources) | |||||
| 6Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground 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: DSR-2.35.3.1 | |||||
| 7Reinforced 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 Lintel For D/W | |||||
| 8Reinforced cement concrete work in walls (any thickness), cludingattachedpilasters,buttresses, plinth and string courses, fillets, columns,illars, piers, abutments, posts and struts etcoveplinth level up tofloor five level, excluding cost of ing, shuttering, finishing andreinforcement 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll)ved fromnatural sources : 3 graded stone ggregate 20 mm nominal. DSR-5.2.2 Colum, Pillor | |||||
| 9Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in Cement ortar 1:6 including supply of all materials, labour and T&P etc. required for proper completion of the work.Cement mortar 1:6 (1 cement : 6 coarse sand) DSR-6.1.2 | |||||
| 10Brick work with clay flyash F.P.S. (non modular) brick of class designation7.5 in superstructure above plinth level up to floor five level in Cement mortar 1:4 (1 cement : 4 coarse sand). DSR-6.32.1 | |||||
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