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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹18.3 LAdmitted-Finance SHAHPUR CHIKHALDARA | CHIKHALDARA | MAHARASHTRA | -18.66% | ₹18.3 L | L1 | Admitted-Finance |
| 2 | Rejected-Technical | - | - | - | Rejected-Technical not fulfill all condition |
| 3 | Rejected-Technical GANDHI NAGAR BANOSA DARYAPUR TA DARYAPUR DIST AMRAVATI 444803 | DARYAPUR | AMRAVATI | MAHARASHTRA | 444803 | - | - | - | Rejected-Technical not fulfill all condition |
Tender Value
₹22.5 L
EMD Value
₹22,452
Closing Date
15 Aug 2026, 4:00 pmClosed
Sub Divisional Agriculture Officer Achalpur
Sub Divisional Agriculture Office Achalpur
Construction of New Cement Concrete Bandh At Bazardhana Gat No 1/1 , 1/2 Ta Dharni Dist Amravati
2026_DOA_1325815_1
Jalayukt Shivar 2026-27 2.0 B1-08
Open Tender
Agricultural or Forestry
Percentage
30 days
At Dharni Dist Amravati
Only For Registered Labour Society in Amravati Dist
2 documents required · 2 mandatory
₹560
₹22,452
Sub Divisional Agriculture Office Achalpur
9 Sept 2026
6 Aug 2026
17 Aug 2026
6 Aug 2026
15 Aug 2026
6 Aug 2026
11 Aug 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 | Item No. 1: Excavation in all kinds of soil including boulders up to 0.60 m diatemeter (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 material , machinery, labour, dressing bed and sides to required level and profile etc complete with lead up to 15 m and all lifts as directed | 1 | CUM | 1 | ₹1 |
| 2 | Item No. 2: Excavation in hard murum including boulders up to 0.60 m diatemeter (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 material , machinery, labour, dressing bed and sides to required level and profile etc complete with lead up to 15 m and all lifts as directed | - | CUM | 1 | - |
| 3 | Item No. 3: Excavation in soft rock without blasting including boulders up to 0.60 m diatemeter (0.113 cum) for canal , seating of embankment, filter drains/catch water drains etc, and placing the excavated soft rock neatly in dump area or for formation of service road/ embankment including cost of all material , machinery, labour, dressing bed and sides to required level and profile etc complete with lead up to 15 m and all lifts as directed | - | CUM | 1 | - |
| 4 | Item No.4: Excavation in hard rock of all toughness by blasting including boulders above 0.60 m diatemeter (0.113 cum) minimizing damage to side slopes of excavation in water prism area by adopting any one or combination of line drilling / pre-splitting /smooth blasting techniques and placing the excavated rock neatly in approved dump area including cost of all material , machinery, labour,leveling bed etc. complete with lead up to 15 m and all lifts as directed | - | CUM | - | - |
| 5 | Transporting of Cement | - | Cum | 1 | - |
| 6 | Transporting of Rubble | - | CUM | - | - |
| 7 | Transporting of Sand | - | CUM | - | - |
| 8 | Transporting of Iron | - | CUM | 1 | - |
| 9 | Transporting of Water | 0.8 | per1000 lit | - | - |
| 10 | Providing and laying in situ cement concrete of grade M-15 (1:2:4) proportion of trap/granite/gneiss/quartzite/ graded metal for PCC with or without surface reinforcemnt/RCC concreting requiring heavy or special type of shuttering for works of gallery, sluice,spillway crest, spillway downstram face, energy dissipating structures, intake structures, trainging walls, piers, abutments etc. with concrete Mixer with shuttering and scaffolding, placing , compacting, curing with an initial lead of 1 km and all lifts etc. complete as directed .(40 M.S.A.)(cement 5.20 Bags /cum) | 0.8 | CUM | - | - |
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