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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.8 LAccepted-AOC NO 622 VANNIYAR NAGAR ALAGAPURAM PERIYAPUDHUR SALEM 636016 | SALEM | SALEM | TAMIL NADU | 636016 | ₹4.8 L | L1 | Accepted-AOC Accept |
| 2 | L2₹4.8 L+₹2,841.17 (0.59%)Rejected-AOC N A | NA | NA | 121004 | ₹4.8 L+₹2,841.17 (0.59%) | L2 | Rejected-AOC Reject |
| Sl No | Description | Qty | Unit | SS ASSOCIATES L1 | TR INFRASTRUCTURES L2 |
|---|---|---|---|---|---|
| 1.00 | ORDINARY SOIL (SS20B) Earth work excavating and depositing on bank with initial lead of 10m & initial lift of 2m in Sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soil including excavated earth (SS20B) | 45 | cum | 96.8 ₹4,356 Lowest | 97 ₹4,365 |
| 2.00 | Clearing of bushes, grass, and undergrowth around and inside the open well area including uprooting of vegetation and disposal of the same up to a lead of 50 meters, complete as directed by the Engineer-in-Charge. | 100 | Sqm | 10 ₹1,000 Lowest | 11 ₹1,100 |
| 3.00Removal of sludge, slush, silt, debris, plastic waste, water weeds, using appropriate special machineries like dredger along the cutter section having maximum capacity of 300cum solids per hour which can dredge to a maximum of 8.00m depth and dispose the dredged material to a maximum of 4Km on either one of the outer slope of river banks whichever is convenient as per the prevailing site conditions for easy conveyance and jungle clearance by pumping operation along with suitable pipeline and other required accessories with other mechanical devices for the entire stretch to reach the bank. the rates including cost of transportation, Mobilization and demobilization of machinery, hire charges, cost of fuel, labour charges for surveying and operation of dredger, crew and other related works etc. | |||||
| 3.01 | 20 to 22 mtr | 13 | m³ | 1,698.2 ₹22,076.6 Lowest | 1,700 ₹22,100 |
| 3.02 | 22 to 24 mtr | 17 | m³ | 1,910.2 ₹32,473.4 Lowest | 1,920 ₹32,640 |
| 3.03 | 24 to 26 mtr | 17 | m³ | 2,122 ₹36,074 Lowest | 2,130 ₹36,210 |
| 4.00 | Dewatering using 3HP to 70HP diesel engine pumpset including Hire charges, cost of Diesel, Engine oil, pump operator, labour charges, conveyance of pumpset and
fuel to site and back, loading, unloading and any other incidental charges etc., complete. | 96 | Hours | 618.2 ₹59,347.2 Lowest | 620 ₹59,520 |
| 5.00 | Dismantling Brick or stone masonary in cement mortar wall upto 3 mtr height. | 1 | Cum | 302.5 ₹302.5 Lowest | 303.5 ₹303.5 |
| 6.00 | Random rubble masonry in cement motor 1:5 (one Part of cement, Five part of Crushed Stone Sand (M- Sand) mix using all granite stones and bond stones for foundation and basement from approved quarry including watering, curing, and labour charges etc., completed as per standard specification | 5 | Cum | 6,383.5 ₹31,917.5 Lowest | 6,385 ₹31,925 |
| 7.00 | Pointing with random rubble masonry in cement mortar 1:3 mix, including saffolding and curing etc. complete. | 10 | Sqm | 350.5 ₹3,505 Lowest | 352 ₹3,520 |
Tender Value
₹5.8 L
EMD Value
₹5,790
Closing Date
5 Feb 2026, 3:00 pmClosed
The Commissioner, Coimbatore Corporation
Coimbatore Corporation, Main Office, Big bazaar street, Town hall, Coimbatore-1
Rejuvenation of existing open wells RWH Jeeva Street and BR Puram Hopes Near in East Zone within the Coimbatore City Municipal Corporation (CCMC) Area in Ward No 24 East Zone
2026_MAWS_648682_12
e7/2026
Open Tender
Civil Works
Works
90 days
Coimbatore corporation
AS PER TENDER DOCUMENTS
5 documents required · 5 mandatory
₹0
₹5,790
15 Apr 2026
30 Jan 2026
6 Feb 2026
30 Jan 2026
5 Feb 2026
30 Jan 2026
ORDINARY SOIL (SS20B) Earth work excavating and depositing on bank with initial lead of 10m & initial lift of 2m in Sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soil including excavated earth (SS20B)
Clearing of bushes, grass, and undergrowth around and inside the open well area including uprooting of vegetation and disposal of the same up to a lead of 50 meters, complete as directed by the Engineer-in-Charge.
Removal of sludge, slush, silt, debris, plastic waste, water weeds, using appropriate special machineries like dredger along the cutter section having maximum capacity of 300cum solids per hour which can dredge to a maximum of 8.00m depth and dispose the dredged material to a maximum of 4Km on either one of the outer slope of river banks whichever is convenient as per the prevailing site conditions for easy conveyance and jungle clearance by pumping operation along with suitable pipeline and other required accessories with other mechanical devices for the entire stretch to reach the bank. the rates including cost of transportation, Mobilization and demobilization of machinery, hire charges, cost of fuel, labour charges for surveying and operation of dredger, crew and other related works etc.
20 to 22 mtr
22 to 24 mtr
24 to 26 mtr
Dewatering using 3HP to 70HP diesel engine pumpset including Hire charges, cost of Diesel, Engine oil, pump operator, labour charges, conveyance of pumpset and fuel to site and back, loading, unloading and any other incidental charges etc., complete.
Dismantling Brick or stone masonary in cement mortar wall upto 3 mtr height.
Random rubble masonry in cement motor 1:5 (one Part of cement, Five part of Crushed Stone Sand (M- Sand) mix using all granite stones and bond stones for foundation and basement from approved quarry including watering, curing, and labour charges etc., completed as per standard specification
Pointing with random rubble masonry in cement mortar 1:3 mix, including saffolding and curing etc. complete.
Plain Cement Concrete 1:2:4 (M-15) (one cement, two fine aggregates and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification
Painting two coats of newly plastered wall surface with ready mixed Cement paint of first quality and of approved colour over apriming coat including preparing the surface, clean removal of dirt and including necessary plaster of paris putty wherever required etc., complete complying with standard specification. (Sl.No.395)
Providing and fixing M.S Ladder 600mm wide, with vertical angle 65x65x6, Horizontal 16mm Dia. MS Bar @ 300mm C/c with 50x50x6 MS angle support @ 3000mm C/c with necessasry painting and fixing in Concrete block etc. complete.
Painting two coats with Ready Mixed Enamel Paint over the Old/new iron works of approved quality and colour without priming coat including the costallmaterials etc.,complete, in all floors. (Sl.No.368)
Construction of underground filter having size- 1mx1m. Inside with 230mm thick brick masonry, with inside-outside plaster, bed concrete and coping in M-15 Grade including filling filter sand (of size 1mm to 2mm) 500mm thick over garvel (of size 5 to 10mm) 500mm thick over Boulder (of size 5 to 20mm) 500mm thick with all labour material etc. complete.
Construction of underground Chamber having size- 0.60mx0.60m inside with 230mm thick brick masonry, with inside-outside plaster, bed concrete and coping in M-15 Grade including excavation and necessary labour and material etc. complete.
Supplying PVC Pipes for rainwater harvesting [working pressure: 4kg/Sq.cm] (M0873) PWD DSR Pg. No. 146 (2024-25)
Lowering PVC/ DWSC rigid pipes and specials to trench and laying to proper grade and alignment, jointing with PVC couplers with cement paste.
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