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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹5.5 CrAdmitted-Finance | -2.55% | ₹5.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹5.6 CrAdmitted-Finance | -1.10% | ₹5.6 Cr | L2 | Admitted-Finance |
Tender Value
₹5.7 Cr
EMD Value
₹11.4 L
Closing Date
4 Apr 2026, 11:00 amClosed
EXECUTIVE ENGINEER
OFFICE OF THE EXECUTIVE ENGINEER CD KANPUR-03 UP AWAS EVAM VIKAS PARISHAD, SPINNING MILL CAMPUS, ETAWAH
Construction work of Centre of Excellence in Government Polytechnic MMIT Auraiya in collaboration with Tata Technology Limited.
2026_UPHDB_1129760_1
292/ /M-2/14 DATED 10/03/2026 Corrigendum No. 308/M-2/16 DATED 16/03/2026
Open Tender
Civil Works
365 days
AURAIYA
Please refer Tender documents.
3 documents required · 3 mandatory
₹8,850
EXECUTIVE ENGINEER CD KANPUR-03
₹11.4 L
Yes
EXECUTIVE ENGINEER CD KANPUR-03 UPAVP, ETAWAH
8 Apr 2026
24 Mar 2026
4 Apr 2026
24 Mar 2026
4 Apr 2026
24 Mar 2026
30 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-incharge. Excavation work by mechanical means /manual means upto 1.5 m. | |||||
| 2Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. Excavation work by mechanical means /manual means beyond 1.5 m (extra cost). | |||||
| 3Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround 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 floor only shall be measured as per I.S.6313 (PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1) Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4)Treatment junction of wall and the floor 7.5 liters /sqm (5) Treatment of soil along external perimeter of building 7.5 liters/sqm (6) Treatment of soil under apron along external perimter 5 liters/sqm. (As per manufacturer's standard dilution) | |||||
| 4Providing 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) | |||||
| 5Providing 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. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M25 grade with minimum cement content of 330 kg /cum | |||||
| 6Centering and shuttering including strutting, propping etc. and removal of form for : Shuttering | |||||
| 7Steel reinforcement for R.C.C. work ready to use “cut and bend” rebars of approved make from factory/workshop to construction site including placing in position and binding all complete. Steel reinforcement for R.C.C. work including straightening, cutting, bemding (TMT bar).Fe-500 D or more. | |||||
| 8Filling 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 m and lift upto 1.5 m. | |||||
| 9LDPE sheet below concrete | |||||
| 10Providing and laying Autoclaved Aerated concrete(AAC) blocks above the plinth level without RCC band with sill level with approved laying polymer modified adhesive.with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to 1S:2185 (Part 3) in super structure | |||||
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