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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical 0 GARUN NAGAR PADRAUNA PADRAUNA KUSHINAGAR UTTAR PRADESH 274304 UDYAM UP 47 0029239 | KUSHI NAGAR | UTTAR PRADESH | 274304 | Accepted-Technical ALL BID PARE ARE VALID |
| 2 | Accepted-Technical | Accepted-Technical ALL BID PARE ARE VALID |
| 3 | Rejected-Technical | Rejected-Technical Not as per Nit Bid Document |
Tender Value
₹5.7 Cr
EMD Value
₹11.4 L
Closing Date
20 May 2026, 1:00 pmClosed
EXECUTIVE ENGINEER
EE CD BUND-02 BANDA
CONSTRUCTION OF EXELLENCE CENTER (T.T.L.) GOVERNMENT POLYTECHNIC NARAINI DIST. BANDA
2026_UPHDB_1134716_2
359/CDBund-02/AC-11/03 Dated- 08.04.2026
Open Tender
Civil Works
365 days
NARAINI BANDA
Please refer Tender documents.
3 documents required · 3 mandatory
₹8,850
EE CD BUND-02 BANDA
₹11.4 L
Yes
23 May 2026
14 May 2026
20 May 2026
14 May 2026
20 May 2026
14 May 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 for all lift, as directed by Engineer-incharge. Excavation work by mechanical means /manual means upto 1.5 m. | 562.44 | cum | 129.24 | ₹72,689.75 | BI01010001010000000000000515BI0100001114 |
| 2 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil | 29.3 | cum | 92.33 | ₹2,705.27 | BI01010001010000000000000515BI0100001115 |
| 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 of foundation etc. complete for all lift. | 597.35 | cum | 510.06 | ₹3,04,684.34 | BI01010001010000000000000515BI0100001116 |
| 4 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : 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: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | 659.94 | sqm | 225.76 | ₹1,48,988.05 | BI01010001010000000000000515BI0100001117 |
| 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) | 117.49 | cum | 4,960.03 | ₹5,82,753.92 | BI01010001010000000000000515BI0100001118 |
| 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. 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 | 253.37 | cum | 6,920.7 | ₹17,53,497.76 | BI01010001010000000000000515BI0100001119 |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for : shuttering | 402.88 | sqm | 285.54 | ₹1,15,038.36 | BI01010001010000000000000515BI0100001120 |
| 8 | 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 | 52,394.41 | kg | 78.53 | ₹41,14,533.02 | BI01010001010000000000000515BI0100001121 |
| 9 | 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 m and for all lift. | 321.81 | cum | 142.71 | ₹45,925.51 | BI01010001010000000000000515BI0100001123 |
| 10 | Supply and Laying LDPE sheet below concrete all complete as per direction of Engineer-in-Charge. | 911.97 | sqm | 162 | ₹1,47,739.14 | BI01010001010000000000000515BI0100001125 |
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