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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.8 CrAccepted-Finance BARABANKI | UTTAR PRADESH | 225001 | ₹11.8 Cr | L1 | Accepted-Finance Due to below rate |
| 2 | L2₹13.1 CrRejected-Finance D 39 DIVYA NAGAR GORAKHPUR | GORAKHPUR | GORAKHPUR | UTTAR PRADESH | ₹13.1 Cr | L2 | Rejected-Finance Due to above rate |
| 3 | Rejected-Technical | - | - | Rejected-Technical Reject |
Tender Value
₹13.7 Cr
EMD Value
₹23.7 L
Closing Date
22 Apr 2026, 12:00 pmClosed
SE PMGSY CIRCLE PWD PRAYAGRAJ
SE PMGSY CIRCLE PWD PRAYAGRAJ
Construction Work for 40 Type-B Residential Units at Kotwali Jalalpur in District -Ambedkar Nagar
2026_CEPMP_1130163_1
375/Nivida(Building)-PMGSY Circle Praya/26 dt 18.03.26
Open Tender
Civil Works - Buildings
Ambedkar Nagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹23.7 L
Yes
SE PMGSY CIRCLE PWD PRAYAGRAJ
12 May 2026
25 Mar 2026
22 Apr 2026
25 Mar 2026
22 Apr 2026
25 Mar 2026
2 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 |
|---|---|---|---|---|---|---|
| 1Earth 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. | ||||||
| 2In all kind of soil upto 1.5m to 3.0m. depth | ||||||
| 3In all kind of soil upto 3.0m to 4.5m. depth | ||||||
| 4In all kind of soil upto 4.5m to 6.0m. Depth | ||||||
| 5Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. All kinds of soil | ||||||
| 6Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | ||||||
| 7Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m. including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. Pipes, cables etc. exceeding 80mm dia. But not exceeding 300 mm dia. | ||||||
| 8Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m. including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. Pipes, cables etc. not exceeding 80mm dia. | ||||||
| 9Treatment 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. | ||||||
| 10Excavating, 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 | ||||||
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BOQ_2108340.xls
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