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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹16.6 LAdmitted-Finance | -32.75% | ₹16.6 L | L1 | Admitted-Finance |
| 2 | L2₹16.8 LAdmitted-Finance | -32.00% | ₹16.8 L | L2 | Admitted-Finance |
| 3 | L3₹17.2 LAdmitted-Finance | -30.26% | ₹17.2 L | L3 | Admitted-Finance |
| 4 | L4₹17.7 LAdmitted-Finance | -28.10% | ₹17.7 L | L4 | Admitted-Finance |
| 5 | L5₹17.8 LAdmitted-Finance | -27.86% | ₹17.8 L | L5 | Admitted-Finance |
Tender Value
₹24.7 L
EMD Value
₹24,681
Closing Date
20 Apr 2026, 3:00 pmClosed
EE MI ZP AHILYANAGAR
EE MI ZP AHILYANAGAR
REPAIRS TO PERCOLATION TANK AT ALHANVADI NO. TAL- PATHARDI DIST-AHILYANAGAR
2026_AHMED_1292865_1
ZP/MI/WORKS/27025841/2025-26
Open Tender
Civil Works
180 days
AHILYANAGAR
AS PER NIT
2 documents required · 2 mandatory
₹1,180
₹24,681
12 Jun 2026
6 Apr 2026
21 Apr 2026
6 Apr 2026
20 Apr 2026
6 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 |
|---|---|---|---|---|---|
| 1.1 | Item N0 1. :- Excavation in all kinds of Soils & Soft murum including boulders up to 0.6 m diameter (0.113cum) 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 lead up to 15 m and 6m lift. | - | Cum | - | - |
| 1.2 | Item N0. 2 :- Excavation in Hard Murum 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 material neatly in dump area or for formation of service road as directed 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 6m lift. | - | Cum | - | - |
| 1.3 | Item N0. 3 :- 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 as directed 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 6m lift. | 1 | Cum | 1 | ₹1 |
| 1.4 | Dismantling the Stone Pitching including stacking the material with 50 m. lead and all lifts etc .complete as directed. | - | sqm | - | - |
| 1.5 | 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. | - | Cum | 1 | - |
| 1.6 | Providing cut off trench filling using selected impervious soil from approved borrow areas 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 and all lifts as directed. | 1 | Cum | - | - |
| 1.7 | Providing hearting embankment using selected impervious soil from approved borrow areas (Government acquired land) 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, 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 and all lifts as directed. | 1 | Cum | 1 | ₹1 |
| 1.8 | Providing casing embankment using selected pervious material available directly from excavation in layers including cost of all materials, machinery, labour, all other operations such as collection of material, spreading material 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 and all lifts as directed. | - | cum | - | - |
| 1.9 | Providing and constructing 230 mm thick dry rubble stone pitching using stones and stone chips from locally available, excavated materials including labour, hand packing / wedging stone chips, finishing etc. ,complete with lead up to 50 m and all lifts. | - | sqm | 1 | - |
| 2 | Providing and constructing 230 mm thick dry rubble stone pitching using stones and stone chips from borrow area , excavated materials including labour, hand packing / wedging stone chips, finishing etc. ,complete with lead up to 50 m and all lifts. | 1 | sqm | - | - |
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