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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.2 CrAdmitted-Finance | -11.28% | ₹4.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.5 CrAdmitted-Finance GULALI VATIKA GEETA VATIKA SHAHPUR DISTRICT GORAKHPUR | -5.19% | ₹4.5 Cr | L2 | Admitted-Finance |
| 3 | L3₹4.5 CrAdmitted-Finance | -5.10% | ₹4.5 Cr | L3 | Admitted-Finance |
Tender Value
₹4.8 Cr
EMD Value
₹9.6 L
Closing Date
15 May 2026, 12:00 pmClosed
Superintending Engineer
Office of SE PMGSY Circke PWD Gorakhpur
Construction work of District Mau Circle Officers residence boundary wall of compound and type-B 16 Nos residence for employees
2026_CEPLK_1143129_1
622/BUILDING TENDER-AZA-PMGSY CIR-GKP/2026 Date 02-04-2026
Open Tender
Civil Works - Buildings
457 days
MAU
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,714
Yes
₹9.6 L
Gorakhpur
5 Jun 2026
28 Apr 2026
15 May 2026
28 Apr 2026
15 May 2026
28 Apr 2026
30 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 |
|---|---|---|---|---|---|---|
| 1 | 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. DSR-. 2.8.1 (Excluding cost of GST & Labour cess) | 822.66 | Cum | 178 | ₹1,46,433.48 | BI01010001010000000000000515BI0100001112 |
| 2 | Excavating, supplying 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 trenches, plinth, sides of foundation etc. complete for all lift.
As per analysis (Cartage earth) (Excluding cost of GST & Labour cess) | 211.35 | Cum | 268 | ₹56,641.8 | BI01010001010000000000000515BI0100001113 |
| 3 | 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/ Linadane E.C. 20% with 1% concentration.DSR-2.35.3 (Excluding cost of GST & Labour cess) | 583.83 | SQM | 212 | ₹1,23,771.96 | BI01010001010000000000000515BI0100001114 |
| 4 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete for all lift. DSR-2.25a (Excluding cost of GST & Labour cess) | 294.64 | Cum | 479.5 | ₹1,41,279.88 | BI01010001010000000000000515BI0100001115 |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.DSR-2.27 (Excluding cost of GST & Labour cess) | 88.56 | Cum | 1,454 | ₹1,28,766.24 | BI01010001010000000000000515BI0100001116 |
| 6 | Providing & laying of light cinder filling under floor of toilets & other sunken roofs. MR (Excluding cost of GST & Labour cess) | 36.15 | Cum | 1,615 | ₹58,382.25 | BI01010001010000000000000515BI0100001117 |
| 7 | Construction of drain along apron.Size 150 X 150mm. As per analysis (Excluding cost of GST & Labour cess) | 238.21 | Rm | 648 | ₹1,54,360.08 | BI01010001010000000000000515BI0100001118 |
| 8 | Providing and laying in cement concrete 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 (Excluding cost of GST & Labour cess) | 115.01 | Cum | 4,664.5 | ₹5,36,464.15 | BI01010001010000000000000515BI0100001119 |
| 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. Concrete of M30 grade with minimum cement content of 350 kg /cum for Coloumn above Plinth DSR-5.3 (Excluding cost of GST & Labour cess) | 488.54 | Cum | 7,958.5 | ₹38,88,045.59 | BI01010001010000000000000515BI0100001120 |
| 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. Concrete of M30 grade with minimum cement content of 350 kg /cum Upto plinth level for Plinth beam
DSR-5.1.2 (Excluding cost of GST & Labour cess) | 254.55 | Cum | 6,257 | ₹15,92,719.35 | BI01010001010000000000000515BI0100001121 |
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