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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.4 LAccepted-AOC | ₹13.4 L | L1 | Accepted-AOC ACCEPT |
| 2 | L2₹13.8 L+₹46,690.87 (3.49%)Rejected-Finance MU PO WADJAL TA MAAN JI SATARA 415509 | WADJAL | SATARA | MAHARASHTRA | 415509 | ₹13.8 L+₹46,690.87 (3.49%) | L2 | Rejected-Finance REJECT |
| 3 | L3₹14.9 L+₹1.6 L (11.8%)Rejected-Finance | ₹14.9 L+₹1.6 L (11.8%) | L3 | Rejected-Finance REJECT |
| 4 | L4₹16.3 L+₹3.0 L (22.4%)Rejected-Finance | ₹16.3 L+₹3.0 L (22.4%) | L4 | Rejected-Finance REJECT |
| 5 | Not Admitted-Fee/PreQual/Technical SHINDEWADI TAL PHALTAN DIST SATARA MAHARASHTRA | PHALTAN | SATARA | MAHARASHTRA | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹15.7 L
EMD Value
₹15,721
Closing Date
24 Nov 2025, 5:00 pmClosed
Additional Cheif Executive Officer
Zilla Parishad Satara
Construction of Diversion weir and Canal at Mhate khurd Tal - Jawali Dist- Satara
2025_SATAR_1246419_14
E-TENDER-ZP/MI/ /02025-26 1st call
Open Tender
Civil Works - Water Works
Percentage
365 days
Mhate khurd
As Per B-1 Tender
7 documents required · 7 mandatory
₹1,000
₹15,721
4 Aug 2026
17 Nov 2025
26 Nov 2025
17 Nov 2025
24 Nov 2025
17 Nov 2025
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
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
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
Item No.4 : Excavation in hard rock of all toughness by blasting including boulders above 0.6 m diameter(0.113 cum) minimising damage to side slope excavation in water prisam area by adopting any one or combination of line drilling /pre -splitting /smooth blasting techniques and placing the excavated rock neatlly in approved dump area as directed including cost of materials, machinary labour ,levelling bed etc complete with lead upto 15m & lift upto 6m
Item No.5 : Dewatering of 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.
Item No.6 : 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
Item No.6 : 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 mItem 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. 8 Back filling up to ground level behindthe canal structures etc. complete with suitablematerial of approved quality in layers not exceeding 20 cm without disturbing the structure etc. complete as directed.
Item No. 9 Providing and laying rubble soling below foundation in layers including filling with rubble chips, murum etc. complete as directed.
Item No. 10 :- Drilling 32 mm. dia holes for anchoring in rock and fixing 25 mm. dia. steel anchor excluding cost of grouting and anchor bar including flushing the holes, conveying all machinery equipment and necessary watering etc. complete.
Item No. 11- Providing and supplying in standard lengths Poly ethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint /compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete
Item No. 12- Lowering, Laying and Jointing H. D. P. E./M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-763
Item No. 13- Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.
Item No. 14- Valve Chamber with Precast RCC Covers (0.9 X 0.6 m) Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc.complete as directed by Engineer-in-charge
Item No. 15 :- provioding & Fixing the Name board as per Specification including painting & lettering etc.Complete.
Royalty Charges For A)Sand
Royalty Charges For B) Sand
Royalty Charges For C)Pitching
Laboratory testing charges for a) Fineness modulus (Sieve analysis),Silt & clay content test of fine aggregate .
b) Compressive Strength of Cement Concrete Cube (1 Test for quantity upto 5 cubic metre, 2 Tests for quantity above 5 cubic metre and upto 15 cubic metre, 3 Tests for quantity above 15 cubic metre and upto 30 cubic metre, 4 Tests for quantity above 30 cubic metre and upto 50 cubic metre. For quantity 50 cubic metre and above - 4 Tests + 1 Test for each additional 50 cubic metre)
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B1.pdf
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BOQ_2149250.xls
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