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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 CrAccepted-AOC SHAHJAHANPUR | ₹3.0 Cr Quoted ₹3.2 Cr | L1 | Accepted-AOC 30219644.49 |
| 2 | L2₹3.4 CrRejected-Finance MAHUADABAR PACHAT MISHROLIYA DISTRICT GORAKHPUR UTTAR PRADESH | GORAKHPUR | UTTAR PRADESH | 273001 | ₹3.4 Cr | L2 | Rejected-Finance Rejected |
| 3 | L3₹3.5 CrRejected-Finance | ₹3.5 Cr | L3 | Rejected-Finance Rejected |
| 4 | L4₹3.6 CrRejected-Finance 424 1A OUTSIDE DATIA GATE NEAR RAGHURAJ SCHOOL PATHORIYA JHANSI U P | JHANSI | UTTAR PRADESH | 284001 | ₹3.6 Cr | L4 | Rejected-Finance Rejected |
Tender Value
₹3.7 Cr
EMD Value
₹20.5 L
Closing Date
24 Mar 2026, 12:00 pmClosed
SE BLY CIRCLE PWD BLY
SE BLY CIRCLE PWD BLY
Construction work of Type-4 housing for Assistant Engineers in Distt. Shahjahanpur. (Fin Year 2025-26)
2026_CEBLY_1125719_1
1935/3Bhawan(E-Tender)-3/25-26 Dt. 09-03-2026
Open Tender
Civil Works - Buildings
365 days
SHAHJAHANPUR
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,725
₹20.5 L
Yes
21 May 2026
19 Mar 2026
24 Mar 2026
19 Mar 2026
24 Mar 2026
19 Mar 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 |
|---|---|---|---|---|---|
| 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. In all kind of soil upto 1.5m depth | |||||
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. In all kind of soil upto 1.5m to 3.0m. depth | - | Cum | - | - | |
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. In all kind of soil upto 3.0m to 4.5m. depth | - | Cum | - | - | |
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. In all kind of soil upto 4.5m to 6.0m. Depth | - | Cum | - | - | |
Earth 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 | - | CUM | - | - | |
Excavating 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. | - | RM | - | - | |
Excavating 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. | - | RM | - | - | |
Excavating, 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 | - | CUM | - | - | |
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | - | CUM | - | - | |
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) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) ,including cost of form- work,in foundation and floors.
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). | - | CUM | - | - | |
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