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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical ADD 627 BAKSHI KHURD DARAGANJ TEHSIL SADAR PRAYAGRAJ | PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | Accepted-Technical AS PER TECHNICAL BID PAPER |
| 2 | Accepted-Technical | Accepted-Technical AS PER TECHNICAL BID PAPER |
Tender Value
₹5.9 Cr
EMD Value
₹11.4 L
Closing Date
19 May 2026, 3:00 pmClosed
EXECUTIVE ENGINEER BUNDELKHAND 01 UPAVP JHANSI
EXECUTIVE ENGINEER BUNDELKHAND 01 UPAVP JHANSI
second face Establishment of Tata Excellence Centre in Govt Polytechnic madhugarh jalaun.
2026_UPHDB_1139388_1
136/ac-3/12 date 16.04.2026 si 2
Open Tender
Civil Works
Percentage
365 days
Govt Polytechnic madhugarh jalaun.
Please refer Tender documents.
4 documents required · 4 mandatory
₹8,850
EXECUTIVE ENGINEER CD BUNDELKHAND 01 UPAVP JHANSI
₹11.4 L
22 May 2026
20 Apr 2026
19 May 2026
20 Apr 2026
19 May 2026
20 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 |
|---|---|---|---|---|---|
| 1 | Boring, Providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-20 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) :300 mm dia piles | - | Mtr | - | - |
| 2 | Vertical load testing of piles in accordance with I. S. 2911 ( part iv ) including installation of loading plateform & preperation of pile head or construction of test cap & dismantling of test cap after test etc. complete as per specification and the direction of Engineer - in - Charge .Initial Test | - | No | - | - |
| 3 | Vertical load testing of piles in accordance with I. S. 2911 ( part iv ) including installation of loading plateform & preperation of pile head or construction of test cap & dismantling of test cap after test etc. complete as per specification and the direction of Engineer - in - Charge .Routine Test | - | No | - | - |
| 4 | 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. DSR 2.6.1 | - | cum | - | - |
| 5 | Extra 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 . DSR 2.26.1 | - | cum | - | - |
| 6 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. In all kind of soil DSR 2.8.1 | - | cum | - | - |
| 7 | Diluting and injecting chemical emulsion for PRE 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. DSR 2.35.3 | - | sqm | - | - |
| 8 | 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 4.1.8 | - | cum | - | - |
| 9 | 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 DSR 5.33.1.1 | - | cum | - | - |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for : Shuttering DSR 5.9.1 | - | sqm | - | - |
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