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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical GOODBYE BAZAR HATHRAS | HATHRAS | HATHRAS | UTTAR PRADESH | Accepted-Technical ACCEPTED |
| 2 | Accepted-Technical | Accepted-Technical ACCEPTED |
| 3 | Accepted-Technical | Accepted-Technical ACCEPTED |
| 4 | Accepted-Technical | Accepted-Technical ACCEPTED |
| 5 | Accepted-Technical S 6 IIND FLOOR FRIENDS TRADE CENTRE NEHRU NAGAR AGRA | AGRA | UTTAR PRADESH | Accepted-Technical ACCEPTED |
Tender Value
₹26.6 Cr
EMD Value
₹53.2 L
Closing Date
17 Apr 2026, 3:00 pmClosed
CHIEF ENGINEER
ADA AGRA
gram raipur rahan-kalan mein greater agra yojna ke antargat sindhupuram township 1 mein antarik vikas karya
2026_ADAA_1131164_4
31/20256-26
Open Tender
Civil Works
Lump-sum
ADA AGRA
Please refer Tender documents.
2 documents required · 2 mandatory
₹23,600
secretary
₹53.2 L
ADA AGRA
25 Apr 2026
28 Mar 2026
18 Apr 2026
28 Mar 2026
17 Apr 2026
28 Mar 2026
8 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 |
|---|---|---|---|---|---|
| 1Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m ]ead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge. (SOR 23-24) | |||||
| 2Earth 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 lift upto 1.5 m, as directed by Engineer-incharge. All kind of soil (DSR 2023 No. 2.6.1) | |||||
| 3Earth 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 (DSR 2023 No. 2.8.1) | |||||
| 4Filling 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. (DSR 2023 No. 2.25) | |||||
| 5Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. 1.5 to 3.0 m depth All kinds of soil. (DSR 2023 No. 2.26.1) | |||||
| 6Close timbering in trenches strutting, shoring and packing (Measurements cavities (wherever required) complete. to be taken of the face area timbered). Depth not exceeding 1.5 m (DSR 2023 No. 2.16.1) | |||||
| 7Depth exceeding 1.5 m but not exceeding 3 m (DSR 2023 No. 2.16.2) | |||||
| 8SUB HEAD - CONCRETE WORK: Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand (zone-Ill) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR 2023 No. 4.3.1) | |||||
| 9 | 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 2023 No. 4.1.8) | 0.8 | cum | - | - |
| 10Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450 mm long with 150x150x6 mm M.S. plate welded at bottom and embedded 150 mm in cement concrete 1:3:6 (1 Cement: 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size 250x250x450 mm deep for the same in bitumen/concrete pavement at specified spacing. | |||||
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