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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.3 LAccepted-Finance | ₹13.3 L | L1 | Accepted-Finance ACCEPT |
| 2 | L2₹13.6 L+₹20,566.24 (1.54%)Rejected-Finance SATARA JILA SATARA 415002 | SATARA | MAHARASHTRA | 415002 | ₹13.6 L+₹20,566.24 (1.54%) | L2 | Rejected-Finance REJECT |
| 3 | L3₹13.9 L+₹56,795.50 (4.26%)Rejected-Finance | ₹13.9 L+₹56,795.50 (4.26%) | L3 | Rejected-Finance REJECT |
| 4 | L4₹14.0 L+₹69,598.33 (5.21%)Rejected-Finance 415540 | ₹14.0 L+₹69,598.33 (5.21%) | L4 | Rejected-Finance REJECT |
| 5 | L5₹14.2 L+₹84,580.36 (6.34%)Rejected-Finance | ₹14.2 L+₹84,580.36 (6.34%) | L5 | Rejected-Finance REJECT |
Tender Value
₹16.6 L
EMD Value
₹16,620
Closing Date
28 Nov 2025, 5:00 pmClosed
Additional Cheif Executive Officer
Zilla Parishad Satara
Special Repairs Of Percolation Tank At Maskarwadi Dhamni Tal- Patan
2025_SATAR_1246419_54
E-TENDER-ZP/MI/ /02025-26 1st call
Open Tender
Civil Works - Water Works
Percentage
365 days
Maskarwad
As Per B-1 Tender
7 documents required · 7 mandatory
₹1,000
₹16,620
30 Jul 2026
17 Nov 2025
1 Dec 2025
17 Nov 2025
28 Nov 2025
17 Nov 2025
Cleaning grass and removal of rubbish up to a distance of 50 meters distance of 50 meters outside the periphery of the area as directed
Dismantling Dry stone rubble stone pitching includink stacking all materials with 15 m lead and all lift etc complete.
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 6 m lift.
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 6 m lift.
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 6m lift.
Excavation in Hard Rock all toughness including by breaker 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 6m lift.
Providing and laying polythene film of 031 properly manufactured from 100% virgin granules confirming to I.S. 2508-1984 with 1.5 to 2.5 m. package in rolls etc complete as directed. 500 micron
Providing and constructing 23 cm thick dry rubble stone pitching using stones and stone chips from localy available, excavated materials including labour, hand packing / wedging stone chips, finishing etc., complete with lead up to 50 m and all lifts excluding royalty of material.
Providing and constructing 230 mm dry rubble stone pitching using stones and stone chips from approved source from borrow area including cost of all materials, labour, hand packing / wedging stone chips, finishing etc. complete with lead up to 50 m and all lifts excluding royalty of material.
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 Km etc Complete
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.
Providing and fixing canal information board of 1.2m X 0.75 m prepared on 16 gauge M.S. sheet with angle iron frame of size 35X35X 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 enamelled bonded with red retro reflective sheet Engineering grade, border / letters / numeral / arrows coated with non pealable crystal clear protective transparent coat retaining 100% reflection including two angle iron post of size 50 X 50 X 5 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.
Liquid limit and Plastic Limit ( Soil and Murum)
Rubble Test Crushing Value Compressive strength Water Absorbton Granual
water Absorption ,Specific gravity, Impact Value, Crushing Value
Sieve analysis
Fineness modulus (Sieve analysis),Silt & clay content test of fine aggregate .
Compressive strength of C.C.Cube (set of 3 cubes)
Royalty Charges For Soil/ Metal
Royalty Charges For Sand
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tech_eval.pdf
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B1.pdf
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