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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC A P VADUJ TAL KHATAV DIST SATARA | SATARA | ₹1.3 Cr | L1 | Accepted-AOC ACCEPT |
| 2 | L2₹1.3 Cr+₹1.3 L (1.01%)Rejected-Finance | ₹1.3 Cr+₹1.3 L (1.01%) | L2 | Rejected-Finance REJECT |
| 3 | L3₹1.3 Cr+₹2.6 L (2.01%)Rejected-Finance | ₹1.3 Cr+₹2.6 L (2.01%) | L3 | Rejected-Finance REJECT |
| 4 | Not Admitted-Fee/PreQual/Technical WAKI TALUKA BARAMATI DISTRICT PUNE MAHARASHTRA | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹1.3 Cr
EMD Value
₹1.3 L
Closing Date
7 May 2026, 5:00 pmClosed
Additional Cheif Executive Officer
Zilla Parishad Satara
Const. Of K T Weir at Khatav ( Yerala river )Taluka Khatav District Satara
2026_SATAR_1294593_1
E-TENDER-ZP/MI/01/2026-27 1st call
Open Tender
Civil Works - Water Works
Percentage
365 days
Khatav
As Per B-1 Tender
7 documents required · 7 mandatory
₹5,250
₹1.3 L
25 Aug 2026
13 Apr 2026
9 May 2026
13 Apr 2026
7 May 2026
13 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 all kinds of Soils & Soft murum including boulders up to 0.6 m dia.(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 as directed including cost of all materials,machinery,labour,dressing bed & sides to required level and profile etc.complete with lead up to 15 m and all lifts as directed.. | - | Cubic Metre | - | - |
| 2 | Item No.2 : Exvavation in Hard Murum including boulders up to 0.6 m dia.(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 as directed including cost of all materials,machinery,labour,dressing bed & sides to required level and profile etc.complete with lead up to 15 m and all lifts as directed.. | - | Cubic Metre | - | - |
| 3 | 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 all lifts as directed. | - | Cubic Metre | - | - |
| 4 | Item No.4 : Excavation in hard 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. | - | Cubic Metre | - | - |
| 5 | Item No. 5 :- Providing & fixing anchor bar of 25 mm daimeter and 3.375 m length with resin bond cement capsul anchorage through adit/itself including drilling holes, inserting grout capsule, driving anchor, cost of all materials, machinery, labour , ventilation, lightening, drainage and all other ancillary operations etc complete with all lifts. | - | Number | - | - |
| 6 | Item No.6 : Providing & fixing in position TMT -FE-500 bar reinforcement of various diameter for RCC Pile caps, footing, foundation, slab, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawing and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete as directed. | 1 | Metric Ton | - | - |
| 7 | Item No.7 :- 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 with shuttering and scaffolding, placing, compacting, curing with an initial lead of 1 km and all lifts etc. complete as directed.(B) M-15 (40 MSA) (Cement 5.20 bags/Cum) | - | Cubic Metre | - | - |
| 8 | Item No.8 :- Providing and laying in situ cement concrete of grade M-20 of trap / granite / gneiss / quartzite / graded metal for RCC works of gallery, sluice, spillway crest, spillway downstream face, energy dissipating structures, intake structures, training walls, piers, abutments, slab etc. with Concrete Mixer including shuttering and scaffolding, placing, compacting, curing with an initial lead of 1 km and all lifts etc. complete as directed. | - | Cubic Metre | - | - |
| 9 | Item No.9 :- Providing and fixing ISMC 100*130*6 mm. As per design and drawing with fixing necessary holdfast cutting, bending ,welding etc. complete with all leads and lifts.( This type of channel is not available in market, hence M. S. angle 100*65*6 mm) | - | Running Meter | - | - |
| 10 | Item No.10 :- Straight Needle K.T.Weir Gate- Manufacturing- 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. | - | Metric Ton | - | - |
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