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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.9 CrAccepted-Finance 213 TAJOPUR PASCHIMPURA MAUNATH BHANJAN MAU MAU UTTAR PRADESH 275101 UDYAM UP 55 0009322 | MAU | UTTAR PRADESH | 275101 | ₹2.9 Cr | 1 | Accepted-Finance due to 1st lowest |
| 2 | 2₹3.0 CrRejected-Finance | ₹3.0 Cr | 2 | Rejected-Finance 2 |
| 3 | 3₹3.0 CrRejected-Finance | ₹3.0 Cr | 3 | Rejected-Finance 3 |
| 4 | 4₹3.0 CrRejected-Finance 102 114 MOHADDIPUR DISTRICT GORAKHPUR UTTAR PRADESH | GORAKHPUR | UTTAR PRADESH | 273001 | ₹3.0 Cr | 4 | Rejected-Finance 4 |
Tender Value
₹3.5 Cr
EMD Value
₹19.6 L
Closing Date
30 Apr 2026, 12:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer Gorakhpur Circle PWD Gorakhpur
Construction of 10 Residencial Building of Type-3 in Bargadwa Residencial Collony in District Gorakhpur in FY 2025-26 Lot No 1 of 1
2026_CEGKP_1141023_1
2694/135C-Gkp Circle/2026 Dated 07-04-2026
Open Tender
Civil Works
365 days
Gorakhpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹19.6 L
4 May 2026
24 Apr 2026
30 Apr 2026
24 Apr 2026
30 Apr 2026
24 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 | Item Code |
|---|---|---|---|---|---|---|
| 1Excavation 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. as epr DSR 2.8.1 compaction Complete in all respect as per direction of E/I. (Including Labourcess but Excluding GST). | ||||||
| 2Cartage Earth 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 as epr DSR 2.25A compaction Complete in all respect as per direction of E/I. (Including Labourcess but Excluding GST). | ||||||
| 3Sand Filling- Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. as epr DSR 2.27 compaction Complete in all respect as per direction of E/I. (Including Labourcess but Excluding GST). | ||||||
| 4PCC 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) as epr DSR 4.1.8 compaction Complete in all respect as per direction of E/I. (Including Labourcess but Excluding GST). | ||||||
| 5Providing 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 7.5 liters/sqm. (5) Treatment of soil under apron along external perimter 5 liters/sqm. as epr DSR 2.35.3 compaction Complete in all respect as per direction of E/I. (Including Labourcess but Excluding GST). | ||||||
| 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 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 Upto Stilt Floor. as epr DSR 2.35.3 compaction Complete in all respect as per direction of E/I. (Including Labourcess but Excluding GST). | ||||||
| 7Providing 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 above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum as epr DSR compaction Complete in all respect as per direction of E/I. (Including Labourcess but Excluding GST). | ||||||
| 8Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) as epr DSR 6.1.2 compaction Complete in all respect as per direction of E/I. (Including Labourcess but Excluding GST). | ||||||
| 9Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) as epr DSR 6.4.2 compaction Complete in all respect as per direction of E/I. (Including Labourcess but Excluding GST). | ||||||
| 10Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement :4 coarse sand) as epr DSR 6.13.2 compaction Complete in all respect as per direction of E/I. (Including Labourcess but Excluding GST). | ||||||
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