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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.1 LAdmitted-Finance | -9.99% | ₹9.1 L | L1 | Admitted-Finance |
| 2 | L2₹9.1 LAdmitted-Finance | -9.91% | ₹9.1 L | L2 | Admitted-Finance |
| 3 | L3₹10.0 LAdmitted-Finance | -0.55% | ₹10.0 L | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Reject |
Updated dates
Tender Value
₹10.1 L
EMD Value
₹10,056
Closing Date
20 Apr 2026, 3:00 pmClosed
EE MI ZP AHILYANAGAR
EE MI ZP AHILYANAGAR
REPAIRS TO STORAGE BANDHARA AT KATALAPUR TAL- AKOLE DIST-AHILYANAGAR
2026_AHMED_1291492_1
ZP/MI/WORKS/2225E196/2025-26
Open Tender
Civil Works
180 days
AHILYANAGAR
AS PER NIT
2 documents required · 2 mandatory
₹590
₹10,056
Yes
14 May 2026
30 Mar 2026
21 Apr 2026
30 Mar 2026
20 Apr 2026
30 Mar 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 |
|---|---|---|---|---|---|
| 1Name of Work :- Repairs to satha bandhara at Katalapur , Tal:- Akole | |||||
| 1.01 | Item No. 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 | - | - |
| 1.02 | Item No. 2 :-Excavation in Hard Murum including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter 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 | - | - |
| 1.03 | Item No. 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. | - | Cum | - | - |
| 1.04 | Item No. 4 :-Excavation in Hard Rock of all toughness by breaker including boulders above 0.6 m dia. (0.113Cum) minimizing damage to side slopes of excavation in water prism area by adopting any one oe combination of line drilling / pre-spilting/ smooth blasting techniques and placing the excavated rock neatly in approved dump area as directed including cost of all materials, machinery, labour, levelling bed etc., complete with lead up to 15 m and lift up to 6 m. | - | Cum | - | - |
| 1.05 | Item No. 5 :-Providing and laying dry stone rubble masonry excluding pointing etc. complete as directed. | - | cum | - | - |
| 1.06 | Item No. 6 :-Providing and laying in situ cementconcrete of grade M-15 of trap / granite / gneiss /quartzite / graded metal for PCC with or withoutsurface reinforcement/ RCC concreting requiringheavy or special type of shuttering for works ofgallery, sluice, spillway crest, spillway downstreamface, energy dissipating structures, intakestructures, training walls, piers, abutments etc. withConcrete Mixer with shuttering and scaffolding,placing, compacting, curing with an initial lead of 1km and all lifts etc. complete as directed. M15 (MSA 20) | 1 | Cum | - | - |
| 1.07 | Item No. 7 :-Providing and fixing for steel reinforcement for R.C.C. work including cutting bending hooking, placing at proper places as per detailed design and drawing etc. with all lead and lifts etc. complete. | - | MT | - | - |
| 1.08 | Item No. 8 :-Manufacturing with QAP & fabrication of KT weir needle gates - straight type size 2.15 x 0.5M- 94 Kg. weight as per relevant Indian Standards with all material, Mild steel confirming to IS 2062, Rubber seal confirming to IS 4623 & Welding electrodes AWS E6013 for general weld joints. It includes all materials, Labour charges, machinery charges, 1km lead charges of transportation, loading and unloading charges of Gate parts at Site, Inspection & Quality control charges, Sand blasting, Painting with one coat of Zinc rich primer on dry film to give total dry film thickness 70 +/- 5 microns and 2 coats of sloventless coal tar epoxy paint applied to give minimum dry film thickness of 150+/- 5 micron per coat as per IS 14177. | - | MT | - | - |
| 1.09 | Item No. 9 :-Providing Structural Steel work in rolled sections as per detailed design and drawing, including fixing in position with all connecting plates, braces, etc. CHANNELS 150X75 MM | - | MT | - | - |
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