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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Document correct submit as per tender notice |
| 2 | Accepted-Technical | Accepted-Technical Document correct submit as per tender notice |
| 3 | Accepted-Technical | Accepted-Technical Document correct submit as per tender notice |
Tender Value
₹15.2 L
Closing Date
20 Jul 2026, 5:00 pmClosed
Additional Cheif Executive Officer
ZILLHA PARISHAD SATARA
Increasing height of Diversion weir at kelwali (Dattawadi) Tal Dist Satara
2026_SATAR_1314165_1
E-TENDER-ZP/MI/03/02026-27 1st call
Open Tender
Civil Works - Water Works
Percentage
365 days
kelwali (Dattawadi)
As per B1 Tender
7 documents required · 7 mandatory
₹500
Exempted
10 Aug 2026
6 Jul 2026
22 Jul 2026
6 Jul 2026
20 Jul 2026
6 Jul 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 soils & soft murum including boulders upto 0.6m diameter (0.113cum) for canal , seating of embankment, filter drain /catch water drains etc. and placing the excavated stuff neatly in dump area or for formation of service road/ emankment as directed including cost of all material , machinary, labour, dressing bed and sides to required level and profile etc. complete with lead upto 15m & 6m lift | - | cum | - | - |
| 2 | Item No.2 : Excavation in Hard murum including boulders upto 0.6m diameter (0.113cum) for canal , seating of embankment, filter drain /catch water drains etc. and placing the excavated stuff neatly in dump area or for formation of service road/ emankment as directed including cost of all material , machinary, labour, dressing bed and sides to required level and profile etc. complete with lead upto 15m & 6m lift | - | cum | - | - |
| 3 | Item No.3 : Excavation in Soft Rock without blasting including boulders upto 0.6m diameter (0.113cum) for canal , seating of embankment, filter drain /catch water drains etc. and placing the excavated stuff neatly in dump area or for formation of service road/ emankment as directed including cost of all material , machinary, labour, dressing bed and sides to required level and profile etc. complete with lead upto 15m & 6m lift | - | cum | - | - |
| 4 | 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 and placing the excavated rock neatly in approved dump area including cost of all materials,
machinery, labour, leveling bed etc., complete with leads as below and all lifts as directed. | - | cum | 1 | - |
| 5 | Item No.5 : Dewatering by pumping out water collected with 10 to 19 HP Diesel & Electrical pumps including cost of materials, machinary, labour,providing sump and all other ancillary operations whenever necessary etc.complete.under specific and indispensible circumtanances with piror approval from competent autority with authentic evidence of records justifying dewatering etc complete. | - | bhp | - | - |
| 6 | Item No.6 A) : Providing and laying in situ M-15 (40 MSA)of trap / granite / quartize / gneiss material for PCC with or without surface reinforcement/RCC concreting requirng heavy of special type of shuttering for works of gallery,sluice,spilway crest, spillway downstream face, energy dissipating structures, intake structures, training walls, piers, abutments etc. with Concrete Mixer considering lead of 50 m wiht shuttering and scaffolding , placing, compacting, curing etc. complete wiht an initial lead of 50m & lift of 1.5 m | 0.72 | cum | - | - |
| 7 | Item No.7 : Providing, fabricating and placing in position reinforcement steel for RCC works including cutting, bending, hooking, laying in position and tying M.S./ HYSD / TMT bars for reinforcement of R.C.C. work as per detailed drawing etc. complete as directed. Item No.6 B): Providing and laying in situ M-20 (20 MSA)of trap / granite / quartize / gneiss material for PCC with or without surface reinforcement/RCC concreting requirng heavy of special type of shuttering for works of gallery,sluice,spilway crest, spillway downstream face, energy dissipating structures, intake structures, training walls, piers, abutments etc. with Concrete Mixer considering lead of 50 m wiht shuttering and scaffolding , placing, compacting, curing etc. complete wiht an initial lead of 50m & lift of 1.5 m | 1 | mt | 1 | ₹1 |
| 8 | Item No. 8 Back filling up to ground level behind the canal structures etc. complete with suitable material of approved quality in layers not exceeding 20 cm without disturbing the structure etc. complete as directed. | 1 | cum | - | - |
| 9 | Item No. 15 :- Provding and Fixing Name Board as Per Speciafication including painting & Lettering Complete. | - | Nos | - | - |
| 10 | Royalty Charges For A) Sand | 0.44 | cum | 1 | ₹0.44 |
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Tendernotice_1.pdf
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kelvalidattawadib1.pdf
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BOQ_2253524.xls
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cessshuddhipatrak.pdf
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