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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹5.5 CrAdmitted-Finance | -3.32% | ₹5.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹5.7 CrAdmitted-Finance 302 1 SHIVKUTI PRAYAGRAJ | -0.50% | ₹5.7 Cr | L2 | Admitted-Finance |
Tender Value
₹5.7 Cr
EMD Value
₹11.4 L
Closing Date
28 Apr 2026, 3:00 pmClosed
Executive Engineer
C.D. Prayagraj-02, UPAVP, C-1,2,3 Indu Vihar Yojana, Pratapgarh.
CONSTRUCTION WORK OF EXCELLENCE CENTRE AT GOVT. POLYTECHNIC, PREMDHAR PATTI, PRATAPGARH WITH COLLABORATION OF TATA TECHNOLOGY LIMITED (T.T.L).
2026_UPHDB_1131411_1
570/L-11/29 Dated 25.03.2026
Open Tender
Civil Works
365 days
Premdhar Patti
Please refer Tender documents.
3 documents required · 3 mandatory
₹8,850
Executive Engineer, C.D. Prayagraj-02, UPAVP.
₹11.4 L
6 May 2026
30 Mar 2026
28 Apr 2026
30 Mar 2026
28 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
| 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). | ||||||
| 3Earth 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 | ||||||
| 4Providing 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 ( Part II 1981 ) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or chordancewill be used. The rate of application of chemical emulsion shallbe as follows : (1 Treatment for masonary & foundation 5 liters pe r/ 100 Sqm.(2) Back fill in immediate contact with foundation 7.5 liters / 100 Sqm. (3) Treatment of top surface of plinth filling 5 liters / 100 Sqm. (4)Treatment junction of wall and the floor 7.5 liters / 100 Sqm. (5)Treatment of soil along external perimeter of building 7.5liters / 10 Sqm.(6) Treatment of soil under apron along external perimter 5 liters / 100 Sqm. | ||||||
| 5Providing 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) | ||||||
| 6Providing 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 | ||||||
| 7Centering and shuttering including strutting, propping etc. and removal of form for : Shuttering | ||||||
| 8Suspended floors, roofs, landings, balconies and access platform | ||||||
| 9Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more | ||||||
| 10Filling 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. | ||||||
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