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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.5 LAccepted-AOC | ₹16.5 L | L1 | Accepted-AOC ACCEPT |
| 2 | L2₹17.0 L+₹49,868.85 (3.02%)Rejected-Finance | ₹17.0 L+₹49,868.85 (3.02%) | L2 | Rejected-Finance REJECT |
| 3 | L3₹17.2 L+₹71,745.81 (4.35%)Rejected-Finance 415540 | ₹17.2 L+₹71,745.81 (4.35%) | L3 | Rejected-Finance REJECT |
| 4 | L4₹18.3 L+₹1.8 L (11.1%)Rejected-Finance | ₹18.3 L+₹1.8 L (11.1%) | L4 | Rejected-Finance REJECT |
| 5 | L5₹19.8 L+₹3.3 L (20.3%)Rejected-Finance MARDI DIST MAN SATARA | PUNE | MAHARASHTRA | 412206 | ₹19.8 L+₹3.3 L (20.3%) | L5 | Rejected-Finance REJECT |
Tender Value
₹22.1 L
EMD Value
₹22,076
Closing Date
28 Apr 2026, 5:00 pmClosed
Additional Cheif Executive Officer
Z P Satara
Special Repairs of Percolation Tank at Dudhebavi (Atal ) Tal - Phaltan Dist- Satara
2026_SATAR_1294603_5
E-TENDER-ZP/MI/02/2026-27 1st call
Open Tender
Civil Works - Water Works
Percentage
365 days
Dudhebavi
As Per B-1 Tender
7 documents required · 7 mandatory
₹1,000
₹22,076
27 Jul 2026
14 Apr 2026
30 Apr 2026
14 Apr 2026
28 Apr 2026
14 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 |
|---|---|---|---|---|---|
| 1Item No.1 : - Cleaning,grass and removal of rubbish up to a distance of 50 m outside the perifery of the area as directed . | |||||
| 2Item No 2 :- Cutting down trees including cutting trunks & branches and stacking the material with all lift including uprooting and refilling the pit with material etc. complete as directed. (excluding extra material required for refilling) A) above 30 cm to 60 cm girt | |||||
| 3Item No 3 :- Dismantling dry rubble stone pitching including stacking all materials with 15 m lead and all lifts etc. complete as directed. | |||||
| 4Item No.4:- 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 as below and all lifts as directed. | |||||
| 5Item No.5 : - 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 ncluding cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead up to 15 m and all lifts as directed. | |||||
| 6Item No- 6 : - Excavation in soft rock without blasting including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drain / catch water drains etc., and placing the excavated soft rock neatly in dump area or for formation of service road including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc. complete with lead up to 15 m and all lifts as directed. | |||||
| 7 | Item No.7:- Providing and laying polythene film 500 Micron of 031 properly manufactured from 100% virgin granules confirming to I.S. 2508-1984 with 1.5 to 2.5 m. package in rolls etc. complete as directed | 1 | Square Meter | - | - |
| 8Item No.8:- Providing cut off trench filling using selected impervious soil directly available from material of excavation including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, leveling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactor including cost of water etc. complete with lead up to1 km for water and all lifts as directed. | |||||
| 9Item No.9:- Providing hearting embankment using selected impervious material available directly from excavation in layers including cost of all materials, machinery, labour, all other operations such as collection of material, spreading soil in layer of specified thickness, sorting out, breaking clods, leveling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactor including cost of water etc.complete with lead up to 1 km and all lifts as directed | |||||
| 10Item No.10:- Providing hearting embankment using selected impervious soil from approved borrow areas (Private land- contractor's own material) in layers including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactor including cost of water etc. complete with lead up to1 km and all lifts as directed. | |||||
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