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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.7 LAccepted-AOC RM 4 SAHJEEVAN HOC G BLOCK MIDC SHAHUNAGAR KSB CHOWK CHINCHWAD PUNE 411019 | PUNE | PUNE | MAHARASHTRA | 411019 | ₹35.7 L | L1 | Accepted-AOC As per NIT |
| 2 | L2₹36.7 LRejected-AOC GHARKUL CO OP HSG SOCIETY PLOT NO RH 125 MIDC RESI ZONE KALYAN ROAD DOMBIVLI E 421203 | THANE | MAHARASHTRA | 421203 | ₹36.7 L | L2 | Rejected-AOC As per NIT |
| 3 | L3₹38.8 LRejected-AOC DESIGN TOWER OFFICE NO 301 302 AND 303 THIRD FLOOR PUNE SATARA ROAD NEAR CITY PRIDE THEATER BIBWEWADI PUNE 411037 | PUNE | PUNE | MAHARASHTRA | 411037 | ₹38.8 L | L3 | Rejected-AOC As per NIT |
| Sl No | Description | Qty | Unit | SV Biradar L1 | M/s.R.S.Kolate L2 | ARIHANT CONSTRUCTIONS INDIA PVT LTD L3 |
|---|---|---|---|---|---|---|
| 1.00Repairing existing intake well and Jackwell, extension to connecting pipe | ||||||
| 1.01 | Providing, constructing coffer dam in river basin / dam storages as per type design including excavation, filling the middle portion
with B.C. soil (in gunny bags if required). Providing impervious /
semipervious materials on both sides of B.C. soil (in gunny bags
if required) including ramming, compacting to the satisfaction of
Engineer-in-charge till the completion of work including
dismantling coffer dam after completion of works and disposing
off the material as directed by the Engineer-in-charge. Note : Pay
line maximum. Top width payable shall be 2 Mtr. and maximum
payable side slopes shall be 1.5 horizontal to 1 vertical, if the
constructed top width of the side slopes are less, then the measurements at actual are payable. Extra top width or flat slopes are not payable. Contractor is free to use ballies, plastic sheets, piles, pipes, CGI sheets for supporting hearting materials instead of impervious/ semi-pervious hearting materials for which no extra payments shall be payable. 30% payment shall be withheld for dismantling of coffer dam. This foot note shall appear in tender condition. (Type section is shown on last page of type design
section of CSR). | 600 | Cubic meter | 800 ₹4.8 L | 750 ₹4.5 L | 850 ₹5.1 L |
| 2.00Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in- charge, etc. complete excluding refilling. | ||||||
| 2.02 | For Head Works on river or dam submergence for initial lift of 0 to 1.5 M | 280 | Cubic meter | 300 ₹84,000 | 500 ₹1.4 L | 400 ₹1.1 L |
| 3.00Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc. by blasting / controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-incharge, excluding refilling. | ||||||
| 3.03 | For Head Works on river or dam submergence for initial lift of 0 to 1.5 M | 280 | Cubic meter | 1,000 ₹2.8 L | 1,200 ₹3.4 L | 1,000 ₹2.8 L |
| 4.00Providing at site of works ISI standard RCC slotted pipes of NP-3 class including cost of all central and local taxes, octroi, inspection, transportation, etc. complete including cost of RCC collar, etc. complete. | ||||||
| 4.01 | 600 mm dia | 80 | Running meter | 5,500 ₹4.4 L | 6,600 ₹5.3 L | 6,000 ₹4.8 L |
| 5.00Lowering, laying and jointing RCC slotted pipes of following diameters including all leads and lifts, cost of jointing material, labour, etc. complete as directed by Engineer-in-charge. | ||||||
| 5.01 | 600 mm dia | 80 | Running meter | 350 ₹28,000 | 350 ₹28,000 | 400 ₹32,000 |
Updated dates
Tender Value
₹39.1 L
EMD Value
₹39,100
Closing Date
12 Feb 2026, 11:00 amClosed
Executive Engineer MIDC Division Kolhapur
1st Floor MIDC Office Udyog Bhavan Nagala Park Kolhapur
SATARA INDUSTRIAL AREA M and R to WSS at Satara Industrial Area Repairing existing intake well and Jackwell extension to connecting pipe
2026_MIDC_1267472_1
02 of 2026
Open Tender
Civil Works
Satara
Please refer Tender Document
8 documents required · 8 mandatory
₹10,030
₹39,100
23 Mar 2026
8 Jan 2026
13 Feb 2026
8 Jan 2026
12 Feb 2026
17 Jan 2026
8 Jan 2026 - 12 Jan 2026
Providing, constructing coffer dam in river basin / dam storages as per type design including excavation, filling the middle portion with B.C. soil (in gunny bags if required). Providing impervious / semipervious materials on both sides of B.C. soil (in gunny bags if required) including ramming, compacting to the satisfaction of Engineer-in-charge till the completion of work including dismantling coffer dam after completion of works and disposing off the material as directed by the Engineer-in-charge. Note : Pay line maximum. Top width payable shall be 2 Mtr. and maximum payable side slopes shall be 1.5 horizontal to 1 vertical, if the constructed top width of the side slopes are less, then the measurements at actual are payable. Extra top width or flat slopes are not payable. Contractor is free to use ballies, plastic sheets, piles, pipes, CGI sheets for supporting hearting materials instead of impervious/ semi-pervious hearting materials for which no extra payments shall be payable. 30% payment shall be withheld for dismantling of coffer dam. This foot note shall appear in tender condition. (Type section is shown on last page of type design section of CSR).
For Head Works on river or dam submergence for initial lift of 0 to 1.5 M
For Head Works on river or dam submergence for initial lift of 0 to 1.5 M
600 mm dia
600 mm dia
Providing and fixing in position C.I. / M.S. rose pieces in intake wells including cost of all aterials and labour, painting with three coats of anticorrosive oil paint, etc. complete as directed by Engineer-in-charge.
Connecting Main
Providing structural steel work in rolled sections like joists, hannels, angles, tees, etc. as per detailed designs and drawings including fixing in position without connecting plates, braces, etc. and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade, etc. complete. (Bd-C-2/275)
For Foundation
2) In RCC M-200
Corrosion Resistant Steel (Fe 500)
Supply of Sluice Gate 600 x 600 SS 304, spindle 410, Hand wheel manual operated, Teflon Seat & Spindle nut gun metal, etc..(Rate Exluding GST)
S S -304 sluice gate with pen stock etc complete in all position special under water drivers ( Men working under deep water ) as per detailed drawing and specification including cost of all materials, labours, operating pedestal connecting rod painting with three coats of anti corrosive Dismantling and fixing stainless steel paint, mobilization and demobilization etc complete and as directed by Engineer in Charge.(Rate Excluding GST)
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