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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAccepted-AOC | ₹1.8 Cr | L1 | Accepted-AOC security submmited by contractor |
| 2 | L2₹1.9 CrRejected-Finance 1 GHATAMPUR KANPUR DEHAT UTTAR PRADESH 209206 UDYAM UP 43 0141342 | KANPUR NAGAR | UTTAR PRADESH | 209206 | ₹1.9 Cr | L2 | Rejected-Finance L2 |
Tender Value
₹2.6 Cr
EMD Value
₹14.8 L
Closing Date
9 Apr 2026, 12:00 pmClosed
SE MZP CIRCLE PWD MIRZAPUR
SE MZP CIRCLE PWD MIRZAPUR
CONSTRUCTION OF 04 RESIDENTIAL BULDING FOR TYPE 4 GRADE IN DISTRICT SONBHADRA
2026_CEMRZ_1132846_1
1109/53 COM MZP CIRCLE DATE 07.03.2026
Open Tender
Civil Works - Buildings
365 days
EE PD PWD SONBHADRA
AS PER NIT
3 documents required · 3 mandatory
₹2,720
Yes
₹14.8 L
Yes
3 Jun 2026
3 Apr 2026
9 Apr 2026
3 Apr 2026
9 Apr 2026
3 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 | Item Code |
|---|---|---|---|---|---|---|
| 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. DSR Item No. 2.6.1 | - | Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. DSR Item No. 2.25 | - | Cum | - | - | BI01010001010000000000000515BI0100001114 |
| 3 | Excavating, supplying, stacking 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 foundation trenches, plinth, sides offoundation etc. complete for all lift. DSR Item No. 2.25A | - | Cum | - | - | BI01010001010000000000000515BI0100001116 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. DSR Item No. 2.27 | - | Cum | - | - | BI01010001010000000000000515BI0100001118 |
| 5 | 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) DSR Item No. 4.1.8 | - | Cum | - | - | BI01010001010000000000000515BI0100001119 |
| 6 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. All works upto plinth level. Concrete of M30 grade with minimum cement content of 350 kg /cum DSR Item No. 5.33.1.2 | - | Cum | - | - | BI01010001010000000000000515BI0100001120 |
| 7 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete All works above plinth level upto floor V level. Concrete of M30 grade with minimum cement content of 350 kg /cum DSR Item No. 5.33.2.2 | - | Cum | - | - | BI01010001010000000000000515BI0100001120 |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. DSR Item No. 5.9.1 | - | Sqm | - | - | BI01010001010000000000000515BI0100001121 |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers. DSR Item No. 5.9.5 | - | Sqm | - | - | BI01010001010000000000000515BI0100001117 |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts DSR Item No. 5.9.6 | - | Sqm | - | - | BI01010001010000000000000515BI0100001118 |
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