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Tender Value
Refer Docs
EMD Value
₹30.8 L
Closing Date
13 Oct 2026, 3:00 pm
CHIEF ENGINEER
A.D.A., JAIPUR HOUSE, AGRA
Road, trench and sewerage development work of Kaveripuram (Township-10) under Greater Agra Scheme in village Raipur Rahankala.
2026_ADAA_1186954_4
15/2026-27
Open Tender
Civil Works
Lump-sum
365 days
Agra development authority
Please refer Tender documents.
2 documents required · 2 mandatory
₹23,600
SECRETARY
₹30.8 L
17 Sept 2026
17 Sept 2026
14 Oct 2026
17 Sept 2026
13 Oct 2026
17 Sept 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 |
|---|---|---|---|---|---|
| 1 | SUB HEAD - EARTH WORK : Earth 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 lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge. (SOR 2023-24) | 63,678.58 | cum | 140 | ₹89,15,001.2 |
| 2 | 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 lift upto 1.5 m, as directed by Engineer-incharge. All kind of soil (DSR No 2.6.1) | 248.69 | cum | 135.33 | ₹33,655.22 |
| 3 | 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 . (DSR No 2.8.1) | 17,716.32 | cum | 198.47 | ₹35,16,158.03 |
| 4 | Filling 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 No 2.25) | 14,197 | cum | 149.44 | ₹21,21,599.68 |
| 5 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil. (DSR No 2.26.1) | 3,536.18 | cum | 96.68 | ₹3,41,877.88 |
| 6 | Close 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 No 2.16.1) | 1,932.08 | sqm | 106.7 | ₹2,06,152.94 |
| 7 | Depth exceeding 1.5 m but not exceeding 3 m (DSR No 2.16.2) | 1,406.55 | sqm | 118.41 | ₹1,66,549.59 |
| 8 | Depth exceeding 3 m but not exceeding 4.5 m. (DSR No 2.16.3) | 35.81 | sqm | 144.6 | ₹5,178.13 |
| 9 | SUB 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 No 2.6.1) | 1,122.77 | Cum | 6,007.17 | ₹67,44,670.26 |
| 10 | 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 No 4.1.8) | 1,145.83 | cum | 5,193.99 | ₹59,51,429.56 |
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