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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.5 LAccepted-Finance | ₹12.5 L | L1 | Accepted-Finance NA |
| 2 | L2₹13.2 LAccepted-Finance | ₹13.2 L | L2 | Accepted-Finance NA |
| 3 | L3₹13.5 LAccepted-Finance | ₹13.5 L | L3 | Accepted-Finance NA |
| 4 | L4₹14.1 LAccepted-Finance MU PO CHARANGAON TA PATUR DIST AKOLA MAHARASHTRA | PATUR | AKOLA | MAHARASHTRA | ₹14.1 L | L4 | Accepted-Finance NA |
| 5 | Rejected-Technical | - | - | Rejected-Technical Machinery not Available |
Updated dates
Tender Value
₹15.0 L
EMD Value
₹15,020
Closing Date
18 Apr 2026, 5:00 pmClosed
V S Birhade
SDAO Akola, MIDCphase II, MurtizapurRoad, Akola
Farm Recharge Pit, At- Chandur, Mhaispur, Takali Pote, Kapasi Road,Taluka- Akola ,
2026_DOA_1291658_1
JSA2.0/FRP/AKL/T-3/513/2026
Open Tender
Agricultural or Forestry
60 days
At- Chandur, Mhaispur, Takali Pote, Kapasi Road, Ta
Plz Reffer Tender Document
8 documents required · 8 mandatory
₹590
₹15,020
SDAO Akola
1 May 2026
9 Apr 2026
20 Apr 2026
9 Apr 2026
18 Apr 2026
9 Apr 2026
13 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 |
|---|---|---|---|---|---|---|
| 1FARM RECHARGE PIT | ||||||
| 1.01 | Item No.1:- Excavation in all kinds of soil & Soft murum including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drains / catch water drains etc., and placing the excavated stuff neatly in dump area or for formation of service road / embankment as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc. complete with leads up to 15 m and all lifts as directed. A1= 1.5x1.5x0.30= 0.675 cum
Basic Rate as per S & w.c. Dept C.S.R.2022-23, Item No 1 ,Page No. 23 | - | Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 1.02 | Item No.2:- Excavation in hard murum including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drains / catch water drains etc., and placing the excavated stuff neatly in dump area or for formation of service road / embankment including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with leads Up to 15 M and all lifts as directed. A2=1.5x1.5x1.5= 3.375 cum
Basic Rate as per S & w.c. Dept C.S.R.2022-23, Item No 2 ,Page No. 23 | - | Cum | - | - | - |
| 1.03 | Item No.3 :- Providing filter drains using Rubble satisfying specified filter criteria in layers of specified thickness including cost of all materials, machinery, labour, laying to required slopes ,compacting etc., complete as per specifications and approved drawing with lead up to 1 km and all lifts as directed
A1= 1.5x1.5x1.80= 4.05 cum (Rubble/StoneStone (80) + Metal (20) | - | Cum | - | - | - |
| 2Provision for labour welfare insurance charges at 1% of work cost | ||||||
| 3Provision for work insurance charges at 1% of work cost | ||||||
| 5GST 18 % | ||||||
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