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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.5 CrAccepted-Finance JUNGLE SIKRI ALIAS KHORABAR THANA KHORABAR DISTRICT GORAKHPUR UTTAR PRADESH | ₹5.5 Cr | L1 | Accepted-Finance Being Single Lowest Bid. Approval for Agreement has been provided by CE East vide his Letter No-355 Dt-05.09.2026 |
| 2 | Rejected-Technical | - | - | Rejected-Technical Bidder Found Non-responsive, reason of Non-responsiveness with relevant clauses- 4.1 and 4.7(i) of ITB. |
| 3 | Rejected-Technical | - | - | Rejected-Technical Bidder Found Non-responsive, reason of Non-responsiveness with relevant clauses- 4.1 and 4.7(i) of ITB. |
| 4 | Rejected-Technical | - | - | Rejected-Technical Bidder Found Non-responsive, reason of Non-responsiveness with relevant clauses- 4.1 and 4.7(i) of ITB. |
| 5 | Rejected-Technical | - | - | Rejected-Technical Bidder Found Non-responsive, reason of Non-responsiveness with relevant clauses- 4.1 and 4.7(i) of ITB. |
Tender Value
₹5.6 Cr
EMD Value
₹11.2 L
Closing Date
12 Aug 2026, 12:00 pmClosed
SE,RED, Circle-Azamgarh
OFFICE OF THE SUPERINTENDING ENGINEER, RURAL ENGINEERING DEPARTMENT, CIRCLE-AZAMGARH. Address- 2nd FLOOR, MANDALEEY VIKAS BHAWAN, SIDHARI-AZAMGARH, PINCODE-276001
Construction work of New Administrative Building of Ghosi Police Station of District-Mau.
2026_REDUP_1174734_1
427/RED/Cir Aza/Tender/26-27/dt 28.07.2026
Open Tender
Civil Works - Buildings
Percentage
547 days
Mau
Please Refer tender documents.
4 documents required · 4 mandatory
₹8,254
₹11.2 L
SE,RED, Circle-Azamgarh
7 Sept 2026
5 Aug 2026
12 Aug 2026
5 Aug 2026
12 Aug 2026
5 Aug 2026
5 Aug 2026 - 12 Aug 2026
6 Aug 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 vegatations grass, bush, wood trees and saplings of girth upto 30cm. Measured at a height of 1 metre above ground level & removal of rubbish upto a distance of 50 metres outside the periphery of area cleared.DSR-2.32 | 1,653.82 | sqm | 6.37 | ₹10,534.83 |
| 2 | Excavation of Foundation-
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. DSR-2.8.1 | 1,341.06 | Cum | 185.45 | ₹2,48,699.58 |
| 3 | Excavation of Foundation-
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. DSR- 2.8.1+2.26.1 | 90.27 | cum | 275.79 | ₹24,895.56 |
| 4 | Excavation of Foundation-
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. DSR-2.8.1+2.26.1.2 | 57.2 | Cum | 366.12 | ₹20,942.06 |
| 5 | Excavation of Foundation-
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. DSR- 2.8.1+2.26.1.3 | 31.63 | sqm | 456.46 | ₹14,437.83 |
| 6 | Excavating. Supplying, stacking and filling of local earth (including roylaty) by mechhanical transport upto a lead of 5 km. also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complate for all lift. DSR-2.25a | 346.86 | cum | 499.05 | ₹1,73,100.48 |
| 7 | Sand Filling-
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. DSR-2.27 | 148.96 | cum | 1,513.02 | ₹2,25,379.46 |
| 8 | PCC
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) : 8 graded stone aggregate 40 mm nominal size) DSR-4.1.8 | 209.46 | cum | 4,853.07 | ₹10,16,524.04 |
| 9 | Providing & injecting chemical emulsion for pre constructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth junction of wall and floor, along the external perimeter of binding expansion joints, surrounding of pipes and conduit etc., complete (plinth area of the building at ground floor only shall be measured as per IS-6313 Part II 1981)Aldrine emulisifiable concentrate or any other approved material such as Hepthachlor or Chlordance will be used. The rate of application of chemical emulsion shall be as follows- (I) Treatment for masonary & foundation 5 Ltr. per Sqm. (II) Back fill in immediate contact with foundation 7.5 Ltr.per Sqm. (III) Treatment of top surface of plinth filling 5 Ltr.per Sqm. (IV) Treatment of soil along external peri meter of building 7.50 Ltr. per Sqm. (V) Treatment of soil under apron along external perimeter 5 Ltr. per Sqm. S.I.No. 1 Chapter 8 | 1,163.9 | sqm | 142.5 | ₹1,65,855.75 |
| 10 | 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 M25 grade with minimum cement content of 330 kg /cum DSR-5.33.1.1 | 405.16 | cum | 6,771.46 | ₹27,43,524.73 |
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