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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹61.3 LAccepted-Finance | ₹61.3 L | L1 | Accepted-Finance Lowest Rate So Accepted |
| 2 | L2₹63.5 LAccepted-Finance PALSKHED CHAKKA TAL SINDKHED RAJA DIST BULDHANA | BULDHANA | MAHARASHTRA | 443001 | ₹63.5 L | L2 | Accepted-Finance Lowest Rate So Accepted |
| 3 | L3₹64.1 LRejected-Finance | ₹64.1 L | L3 | Rejected-Finance Highest Rate So Rajected |
| 4 | Rejected-Technical | - | - | Rejected-Technical Rejected |
Tender Value
₹78.4 L
EMD Value
₹1.6 L
Closing Date
4 May 2026, 5:00 pmClosed
Add. Chief Executive Officer Z.P. Buldana
DISTRICT WATER CONSERVATION OFFICE Z. P. (M.I.) BULDHANA
As Per NIT- 05-2025-26
2026_BULDH_1293949_1
e-Tender Notice 05-2025-26
Open Tender
Civil Works
180 days
Buldhana
As Per NIT- 05-2025-26
4 documents required · 4 mandatory
₹0
₹1.6 L
1 Jun 2026
10 Apr 2026
6 May 2026
10 Apr 2026
4 May 2026
10 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 |
|---|---|---|---|---|---|---|
| 1 | Excavation in all kinds of Soils & Soft murum including boulders upto 0.60 mtr. diameter (0.113 cum) seatiing of embankment, filter drains etc. and placing the excavated material neatly in dump area as directed including cost of all materials, machinery, labor, dressing bed and sides to required level and profile etc. complete with all lead & lift. | - | Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | Excavation in all kinds of Soils & Soft murum including boulders upto 0.60 mtr. diameter (0.113 cum) seatiing of embankment, filter drains etc. and placing the excavated material neatly in dump area as directed including cost of all materials, machinery, labor, dressing bed and sides to required level and profile etc. complete with all lead & lift. (Deepening) | - | Cum | - | - | BI01010001010000000000000515BI0100001114 |
| 3 | Excavation in Hard murum including boulders up to 0.60 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, machinary, labour, dressing bed and sides to required level and profile etc. complete with lead up to 15 m and all lifts as directed. | - | Cum | - | - | BI01010001010000000000000515BI0100001115 |
| 4 | Excavation in Soft Rock of all toughness by blasting including boulders above 0.6 m dia.(0.113Cum) 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 materials, machinery, labour, leveling bed etc., complete with lead up to 15 m and all lifts as directed. | - | Cum | - | - | BI01010001010000000000000515BI0100001116 |
| 5 | Excavation in Hard-Rock of all thoughness by blasting including boulders above 0.60 mtr. diameter (0.113 cum) minimising damage to side slope of excavation in waer prism area by adpoptig any one or 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, labor, leveling bed etc. complete with all lead and lift. | - | Cum | - | - | BI01010001010000000000000515BI0100001117 |
| 6 | Providing and laying in situ cement concrete of grade M-15 of trap / granite / gneiss / quartzite / graded metal (40 MSA.) for PCC with or without surface reinforcement / RCC concreting requiringheavyor specialtypeof shuttering for works of gallery, sluice, spillway crest, spillway downstream face, energy dissipating structures, intake structures, training walls, piers, abutments etc. with Concrete Mixer considering lead of 50 m with shuttering and scaffolding, placing, compacting, curing etc. complete with an initial lead of 50 m. & lift of 1.5 m | - | Cum | - | - | BI01010001010000000000000515BI0100001118 |
| 7 | Providing and laying in situ cement concrete of grade M-20 of trap / granite / gneiss / quartzite / graded metal (20 MSA.) for PCC with or without surface reinforcement / RCC concreting requiringheavyor specialtypeof shuttering for works of gallery, sluice, spillway crest, spillway downstream face, energy dissipating structures, intake structures, training walls, piers, abutments etc. with Concrete Mixer considering lead of 50 m with shuttering and scaffolding, placing, compacting, curing etc. complete with an initial lead of 50 m. & lift of 1.5 m FOR SLAB | - | Cum | - | - | BI01010001010000000000000515BI0100001119 |
| 8 | Providing & fixing deformed cold twisted (TMT )steel surface reinforcement bar of various size as per design and drawing including cutting, bending, hooking binding with G.I. wire placing at desire location including cost of binding wire as directed with all lead & lifts etc completed.as per specification (Rates as per Joint Plant Committee) | 1 | MT | - | - | BI01010001010000000000000515BI0100001120 |
| 9 | Providing & Fixing in position MS sill Beam of IS designated ISW B-150 size (150 mm (d) X 100mm (b)) asper detailed design drawing and specifications complete as directed. | - | RMT | - | - | BI01010001010000000000000515BI0100001121 |
| 10 | Providing & Fixing in position MS VERTICALl CHANNEL of size 150 mm X 100 mm , 8 mm thick fabricated from 8 mm thick MS plate including ancillary asper detailed design drawing and specifications complete as directed. Directly from excavation in layers including levelling sectioning edged / side cost of all material machinery labour all other as directed B) Side B | - | RMT | - | - | BI01010001010000000000000515BI0100001122 |
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