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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAccepted-AOC | ₹3.7 L | L1 | Accepted-AOC ACCEPT |
| 2 | L2₹4.1 L+₹41,073.50 (11.1%)Rejected-AOC | ₹4.1 L+₹41,073.50 (11.1%) | L2 | Rejected-AOC REJECT |
| Sl No | Description | Qty | Unit | svasit Engineers L2 | R.R. ENTERPRISES L1 |
|---|---|---|---|---|---|
| 1.00 | 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. | 25 | Sqm | 11 ₹275 | 10 ₹250 Lowest |
| 2.00 | 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)
[CCMC DSR, Item No.-1,a] | 19.5 | Cum | 100 ₹1,950 | 25 ₹487.5 Lowest |
| 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. [WR-0004, Pg no.312] | |||||
| 3.01Rate for Lift above 29.30 Mtr. | |||||
| 3.02 | 29.30 to 30 Mtr | 6.24 | Cum | 2,600 ₹16,224 Lowest | 2,850 ₹17,784 |
| 3.03 | 30 to 32 Mtr. | 18 | Cum | 2,800 ₹50,400 Lowest | 2,850 ₹51,300 |
| 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.
[WD-W0908, Pg. No.207 (2024-25)] | 40 | Per Hour | 650 ₹26,000 Lowest | 750 ₹30,000 |
| 5.00 | 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 | 4 | Cum | 6,400 ₹25,600 | 5,000 ₹20,000 Lowest |
| 6.00 | 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 | 1 | Cum | 7,300 ₹7,300 | 7,200 ₹7,200 Lowest |
| 7.00 | Pointing Random Rubble masonry with Cement Mortar1:3
(One Part of Cement and Three Part of Palstering Sand (P- Sand)) to flush pointing , curing etc complete - 10 sqm S.I.327 | 15 | SQm | 400 ₹6,000 Lowest | 450 ₹6,750 |
Tender Value
₹4.4 L
EMD Value
₹4,430
Closing Date
9 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 near Ramalingam Colony Velandipalayam and Construction of RWH Structure in Ward No.42 West Zone.
2026_MAWS_650544_18
e8/2026
Open Tender
Civil Works
Works
90 days
Coimbatore corporation
AS PER TENDER DOCUMENTS
5 documents required · 5 mandatory
₹0
₹4,430
16 Apr 2026
4 Feb 2026
10 Feb 2026
4 Feb 2026
9 Feb 2026
4 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | 25 | Sqm | - | - |
| 2 | 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)
[CCMC DSR, Item No.-1,a] | 19.5 | Cum | - | - |
| 3Removal 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. [WR-0004, Pg no.312] | |||||
| 3.01 | Rate for Lift above 29.30 Mtr. | - | - | - | - |
| 3.02 | 29.30 to 30 Mtr | 6.24 | Cum | - | - |
| 3.03 | 30 to 32 Mtr. | 18 | Cum | - | - |
| 4 | 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.
[WD-W0908, Pg. No.207 (2024-25)] | 40 | Per Hour | - | - |
| 5 | 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 | 4 | Cum | - | - |
| 6 | 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 | 1 | Cum | - | - |
| 7 | Pointing Random Rubble masonry with Cement Mortar1:3
(One Part of Cement and Three Part of Palstering Sand (P- Sand)) to flush pointing , curing etc complete - 10 sqm S.I.327 | 15 | SQm | - | - |
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