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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.3 CrAccepted-AOC FLAT NO 23D POCKET D SECTOR G SFS COLONY GHAZIABAD EAST DELHI INDIA 110096 | GHAZIABAD | GHAZIABAD | UTTAR PRADESH | 110096 | L1 | Accepted-AOC BOND NO. 22/SE PMGSY Circle Agra/2025-26 Dated 24.12.2025 | |
| 2 | L2₹18.3 Cr+₹1.7 L (0.09%)Rejected-Finance SHRI RAM VILA UDAI SINGH JAIN RAOD ALIGARH | ALIGARH | ALIGARH | UTTAR PRADESH | L2 | Rejected-Finance Reject - Due to Second Lowest (L2) | |
| 3 | L3₹18.3 Cr+₹3.3 L (0.18%)Rejected-Finance | L3 | Rejected-Finance Reject - Due to Third Lowest (L3) | |
| 4 | Rejected-Technical 00 MEERANPUR SADARALI FAREEDPUR KALAN TANDA AMBEDKAR NAGAR UTTAR PRADESH 224145 | AMBEDKAR NAGAR | UTTAR PRADESH | 224145 | - | Rejected-Technical False Information regarding ongoing works |
Tender Value
₹18.6 Cr
EMD Value
₹28.6 L
Closing Date
12 Nov 2025, 12:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
SUPERINTENDING ENGINEER
PMGSY CIRCLE 198 TAKKAR ROAD PWD CAMPUS AGRA
Construction of Mukhyamantri Model Composite Vidhyalaya (Pre Primary to Class 12th) at district-Etah (U.P).
2025_WBEAP_1086460_1
Construction of Mukhyamantri Model Composite Vidhyalaya (Pre Primary to Class 12th) at district-Etah
Open Tender
Civil Works - Buildings
Percentage
WORK
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,354
₹28.6 L
SE PMGSY CIRCLE PWD AGRA
7 Jan 2026
29 Oct 2025
12 Nov 2025
29 Oct 2025
12 Nov 2025
29 Oct 2025
6 Nov 2025
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 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. Including cost of all material. labour, royalty and all other taxes but excluding GST. As per DSR-2.8.1 | 1 | CUM | 180 | ₹179.82 |
| 2 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. And Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered). Depth not exceeding 1.5 m. Including cost of all material. labour, royalty and all other taxes but excluding GST. As per DSR-2.8.1+2.17.1 | 1 | CUM | 284 | ₹283.72 |
| 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 sqm 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 kinds of soil. Including cost of all material. labour, royalty and all other taxes but excluding GST. As per DSR-2.6.1 | - | CUM | 122 | - |
| 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 sqm 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 kinds of soil And Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil. Including cost of all material. labour, royalty and all other taxes but excluding GST. As per DSR-2.6.1+2.26.1 | - | CUM | 210 | - |
| 5 | 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 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in- charge. (b) In all kind of soil upto 3.0m to 4.5m. depth Including cost of all material. labour, royalty and all other taxes but excluding GST. As per DSR-2.6.1+2.26.1 | 1 | CUM | 333 | ₹332.67 |
| 6 | 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 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in- charge. (c) In all kind of soil upto 4.5 m to 6.0m. depth Including cost of all material. labour, royalty and all other taxes but excluding GST. As per DSR-2.6.1+2.26.1 | - | CUM | 456 | - |
| 7 | 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. Including cost of all material. labour, royalty and all other taxes but excluding GST. As per DSR-2.25a | - | CUM | 484 | - |
| 8 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. Including cost of all material. labour, royalty and all other taxes but excluding GST. As per DSR-2.27 | - | CUM | 1,469 | - |
| 9 | 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 : 8 graded stone aggregate 40 mm nominal size) Including cost of all material. labour, royalty and all other taxes but excluding GST. As per DSR-4.1.8 | 1 | CUM | 4,712 | ₹4,707.29 |
| 10 | 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. Including cost of all material. labour, royalty and all other taxes but excluding GST. As per DSR-2.35.3.1 | - | SQM | 214 | - |
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