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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical KHADAKI TAL WAI DIST SATARA MAHARASHTRA | KHADAKI | SATARA | MAHARASHTRA | Accepted-Technical Document correct submit as per tender notice |
| 2 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 3 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical 415540 | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical DAHIWADI TAL MAN DIST SATARA | DAHIWADI | SATARA | MAHARASHTRA | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹16.1 L
EMD Value
₹16,134
Closing Date
21 Apr 2026, 5:00 pmClosed
Additional Cheif Executive Officer
Z.P.Satara
Construct storage bandhara at Eksar Tal-Wai Dist-Satara
2026_SATAR_1294855_7
E-Tender Notice No.01/02 2025-26 2nd Call
Open Tender
Civil Works - Water Works
Percentage
365 days
Eksar
As Per B-1 Tender
7 documents required · 7 mandatory
₹1,000
₹16,134
18 Aug 2026
14 Apr 2026
23 Apr 2026
14 Apr 2026
21 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 |
|---|---|---|---|---|---|
| 1 | Item No . 1 Excavation in Soft Soil exceeding 1.5 m widthincluding removing the excavated material upto a lead of 15 mand lift upto 1.50 m stacking as directed etc. complete. | - | Cum | - | - |
| 2 | Item No . 2 Excavation in H.M. / Hard Man exceeding 1.5 m widthincluding removing the excavated material upto a lead of 15 mand lift upto 1.50 m stacking as directed etc. complete. | - | Cum | - | - |
| 3 | Item No . 3 Excavation in Soft Rock exceeding 1.5 m width including removing the excavated material upto a lead of 15 m and lift upto 1.50 m stacking as directed etc. complete. | - | Cum | - | - |
| 4 | Item No . 4 Excavation in Hard Rock of toughness by breaker including boulders above 0.6m dia and lift up to 1.5m stacking as directed etc. complete. | - | Cum | - | - |
| 5 | Item No . 5 Providing and laying in situ cement concrete of grade M-15 of trap/ granite /gneiss/ quartzite/ graded metal for PCC with or without surface reinforcement/ RCC concreting requiring heavy or special type of 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 50m & lift of 1.5 m. ( M-15 (40 MSA). | 0.76 | Cum | - | - |
| 6 | Item No . 6 Providing cutting bending hooking laying in position and tying MS bar for reinforcement of rcc work as per detailed drawing etc. comp | 0.8 | MT | - | - |
| 7 | Item No . 7 Drilling 25 mm Dia Steel Anchor dowel in hard rock including drilling Hole of 32 mm dia up to 0.75m depth Placing the Dowl in position and respectively gruoting the hole with C M 1:1 proportion etc Comp | - | Rmt | - | - |
| 8 | Item No.8 Providing and fixing M.S channels 100x 100 x 5 mm asa grooves in concrete including fastening errcting in proper lin levlleing | 1 | Rmt | - | - |
| 9 | Item no.9 FRP Needle K.T Weir needle gates providing and fixing gate at site FRP needles of size 2.15 M X 0.50M X 60 mm thick | - | Rmt | - | - |
| 10 | Item No 10. Dewatering of foundation during construction including diversion etc | - | BHP/HR | - | - |
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