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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.5 CrAccepted-AOC | ₹30.5 Cr Quoted ₹25.8 Cr | L1 | Accepted-AOC DUE TO LOWEST RATE |
| 2 | L2₹26.0 Cr+₹15.7 L (0.61%)Rejected-Finance | ₹26.0 Cr+₹15.7 L (0.61%) | L2 | Rejected-Finance due to high rate |
| 3 | Rejected-Technical | - | - | Rejected-Technical ITB CLAUSE 4.1,4.4A(b),4.2(c)4.4A(a) AND 4.2(b) |
| 4 | Rejected-Technical N A | - | - | Rejected-Technical ITB CLAUSE 3.4,4.1.1,4.4(B)a-(i),4.4(B)a(iii),4.7(i),4.4A(a) AND 4.2(b) |
Tender Value
₹29.3 Cr
EMD Value
₹58.5 L
Closing Date
22 Jun 2026, 12:00 pmClosed
SE RED VARANASI
pandeypur varanasi
Janpad Chandauli me jila gramya vikas sansthan ki sthapana hetu avasiy/anavasiy bhawano ka nirman karya.
2026_REDUP_1152130_1
12/RED/2026-27/06-04-2026
Open Tender
Civil Works
Percentage
365 days
chandauli
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹58.5 L
25 Aug 2026
22 May 2026
22 Jun 2026
22 May 2026
22 Jun 2026
22 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 |
|---|---|---|---|---|---|
| 1 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.DSR-2.31 | 5,419.71 | SQM | 12.18 | ₹66,012.07 |
| 2 | 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 sgm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kind of soil. DSR-2.6.1 | 5,223.35 | cum | 122.78 | ₹6,41,322.91 |
| 3 | 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 sgm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kind of soil. DSR-2.6.1+DSR-2.26.1 | 246.56 | CUM | 210.49 | ₹51,898.41 |
| 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 sgm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kind of soil. DSR-2.6.1+DSR-2.26.1*2 | 44.34 | CUM | 298.21 | ₹13,222.63 |
| 5 | 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. DSR-2.25a | 6,670.32 | cum | 484.56 | ₹32,32,170.26 |
| 6 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. DSR 2.27 | 327.36 | cum | 1,469.05 | ₹4,80,908.21 |
| 7 | Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around 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 of soil along external perimeter of building 5 liters/sqm. (5) Treatment of soil under apron along external perimter 5 liters/sqm. PWD-360, Bahraich Circle-2022 | 2,504.3 | sqm | 171 | ₹4,28,235.3 |
| 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 | 676.18 | cum | 4,712.03 | ₹31,86,180.45 |
| 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 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.:All works upto plinth level Concrete of M-25 grade with minimum cement content of 330 kg /cum. DSR-5.33.1.1 | 2,393.58 | cum | 6,574.67 | ₹1,57,36,998.62 |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. DSR 5.22.6 | 8,495.95 | Qtl | 7,460.25 | ₹6,33,81,910.99 |
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