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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.2 LAccepted-AOC MU PO WING TA KHANDALA DIST SATARA MAHARASHTRA | WING | SATARA | MAHARASHTRA | ₹12.2 L | L1 | Accepted-AOC ACCEPT |
| 2 | L2₹13.1 LRejected-Finance | ₹13.1 L | L2 | Rejected-Finance REJECT |
| 3 | L3₹13.1 LRejected-Finance | ₹13.1 L | L3 | Rejected-Finance REJECT |
| 4 | L4₹13.4 LRejected-Finance | ₹13.4 L | L4 | Rejected-Finance REJECT |
| 5 | L5₹14.1 LRejected-Finance | ₹14.1 L | L5 | Rejected-Finance REJECT |
Tender Value
₹16.2 L
EMD Value
₹16,164
Closing Date
24 Nov 2025, 5:00 pmClosed
Additional Cheif Executive Officer
Zilla Parishad Satara
Construction Storage Bandhara At Naigaon Tal.Khandala Dist Satara
2025_SATAR_1246419_49
E-TENDER-ZP/MI/ /02025-26 1st call
Open Tender
Civil Works - Water Works
365 days
Naigaon
As Per B-1 Tender
7 documents required · 7 mandatory
₹1,000
₹16,164
4 May 2026
17 Nov 2025
26 Nov 2025
17 Nov 2025
24 Nov 2025
17 Nov 2025
Item No 1 :- Exvavation 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..
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..
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.
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 as directed including cost of all materials, machinery, labour, levelling bed etc., complete with lead up to 15 m and all lifts as directed.
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 with shuttering and scaffolding, placing, compacting, curing with an initial lead of 1 km and all lifts etc. complete as directed.
Item No.6 :- Providing,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.7 :- Drilling 32 mm diameter grout holes in concrete / rock by percussion drilling using jack hammer as directed to specified depth for consolidation / contact grouting including cost of all materials, machinery, labour, cleaning holes, ventilation, lightening, drainage and all other ancillary operations etc complete.
Item No 8 :- Providing and fixing canal information board of 1.2 x 0.75 m prepared on 16 gauge M.S. sheet with angle iron frame of size 35 x 35 x 3 mm with cross bracing of size 25 x 25 x 3 mm including painting with one coat of zinc chromate storing primer and two coats each of green/white back ground and back side grey store enameled bonded with red retro reflective sheet Engineering grade, border / letters / numeral / arrows coated with non peal able crystal clear protective transparent coat retaining 100% reflection including two angle iron post of size 50x50x5 mm of 3.65 m long inflated at bottom drilled on top and painted in white and black bonds of 30 cm with four numbers high strength of G.I. bolts and nuts of size 10 mm dia. and 20 mm long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete in M-15 block of size 60 x 60 x 75 cm as directed by Engineer-in-Charge.
Item No. 9:- - Laboratory testing charges for various materials required for items of work, on the basis of testing frequency and charges fixed by Vigilence and Quality Control Circle, Pune. Item / Page No : 4 / 0 A) 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)
Item No 10 :- Royalty charges for various building construction bonafied materials which are used for government bonafied works and for which Royalty charges are to be paid by the contractor. Item / Page No : 3 / 0A) Metal (212.01 + 4.24+14.13)=216.25
B) Sand (212.01+4.24+21.20)= 237.45
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