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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.8 LAccepted-AOC 4 402 BUILDING NO 14 SIDDHI CITY PHASE 5 KARJAT ROAD KHARAVE BADLAPUR EAST THANE 421503 | THANE | MAHARASHTRA | 421503 | ₹13.8 L | L1 | Accepted-AOC ACCEPT |
| 2 | L2₹14.3 LRejected-Finance NOT SPECIFIED | ₹14.3 L | L2 | Rejected-Finance REJECT |
| 3 | L3₹14.9 LRejected-Finance SATARA JILA SATARA 415002 | SATARA | MAHARASHTRA | 415002 | ₹14.9 L | L3 | Rejected-Finance REJECT |
| 4 | L4₹15.2 LRejected-Finance MU PO WAWARHIRE TA MAAN | WAWARHIRE | SATARA | MAHARASHTRA | ₹15.2 L | L4 | Rejected-Finance REJECT |
| 5 | Not Admitted-Fee/PreQual/Technical MU PO KSHETRAMADLI TA JI SATARA | SATARA | SATARA | MAHARASHTRA | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹14.4 L
EMD Value
₹14,418
Closing Date
24 Nov 2025, 5:00 pmClosed
Additional Cheif Executive Officer
Zilla Parishad Satara
Construction of Diversion Weir And Canal At Kus Budruk Tal - Dist- Satara
2025_SATAR_1246419_55
E-TENDER-ZP/MI/ /02025-26 1st call
Open Tender
Civil Works - Water Works
365 days
KusBudruk
As Per B-1 Tender
7 documents required · 7 mandatory
₹1,000
₹14,418
28 Mar 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 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.
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.
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
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. 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.
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 & laying C.C. pipe confirming to I.S. 458:2003 N.P.-2 class of 450 mm dia. In proper line, level & slope including providng, fixing collars in C.M. 1:2, curing complete.
Item No.12 :- 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
Item No. 13 :- Provding and Fixing Name Board as Per Speciafication including painting & Lettering Complete.
Royalty Charges For A)Sand
Royalty Charges For B) Metal
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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