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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.0 LAdmitted-Finance 2 1 MIN NAGAR KOTTUR ROAD SULEESWARANPATTI POLLACHI 624006 | 624006 | ₹32.0 L | L1 | Admitted-Finance |
| 2 | L2₹33.3 L+₹1.4 L (4.25%)Admitted-Finance 1 9 KANGEYAMAPALAYAM P SULUR COIMBATORE DIST | COIMBATORE | TAMIL NADU | 638459 | ₹33.3 L+₹1.4 L (4.25%) | L2 | Admitted-Finance |
| 3 | L3₹33.5 L+₹1.6 L (4.91%)Admitted-Finance | ₹33.5 L+₹1.6 L (4.91%) | L3 | Admitted-Finance |
| 4 | L4₹34.4 L+₹2.4 L (7.53%)Admitted-Finance | ₹34.4 L+₹2.4 L (7.53%) | L4 | Admitted-Finance |
| 5 | L5₹35.5 L+₹3.5 L (10.9%)Admitted-Finance COIMBATORE CORPORATION | ₹35.5 L+₹3.5 L (10.9%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | A VENKATACHALAM L2 | P. K. SHANMUGAM L5 | srigomathiamman and company L9 | B KANAGARAJ L3 | VSD CORP L4 | ABBI ASSOCIATES L8 | R K BUILDERS L7 | CHITHRAVARSINI AND CO L6 | M/S THANGARAJ & CO L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Cleaning the Jungle and levelling the surfaces using Mechanical JCB as per the Direction of the Departmental officers Etc., Complete | 10 | Cum | 773.54 ₹7,735.4 | 200 ₹2,000 | 913 ₹9,130 | 778.4 ₹7,784 | 797.87 ₹7,978.66 | 5 ₹50 Lowest | 50 ₹500 | 60 ₹600 | 5 ₹50 Lowest |
| 2.00 | Earth work excavation in all kinds of soil including sand, silt, wet sand under water, black cotton, stiff black cotton, clay, hard stiff clay, hard red earth, murram, stoney earth, gravel and shales etc. excepting all kinds of rock and boulders exceeding 0.014 c.u.m. in volume including rough dressing and dumping the excavated materials away from work site manually within 50m initial lead and 2m initial lift as per the direction of Engineer-in-charge. | 216 | Cum | 174.9 ₹37,778.4 | 50 ₹10,800 Lowest | 220 ₹47,520 | 176 ₹38,016 | 180.4 ₹38,966.69 | 80 ₹17,280 | 100 ₹21,600 | 150 ₹32,400 | 180 ₹38,880 |
| 3.00 | Plain cement concrete 1:4:8 (One part of cement, four parts of m.sand and eight parts of stone jelly by volume) using of 40 mm thick granite hard broken stones, all machine mixed, laid to uniform thickness of 100mm and top left rought to receive floor finish including all labour charges for concreting, ramming, curing etc, and providing expansion joints, slopes & grades if any etc., complete complying with relevant standard specifications at all leads & lifts inside the building. | 15 | Cum | 4,740.12 ₹71,101.8 | 4,000 ₹60,000 Lowest | 5,500 ₹82,500 | 4,769.94 ₹71,549.1 | 4,889.22 ₹73,338.3 | 4,500 ₹67,500 | 4,800 ₹72,000 | 5,000 ₹75,000 | 4,900 ₹73,500 |
| 4.00Supplying and erecting centering for side and soffits including necessary supports and strutting upto 3.29m high for plane surfaces such as side slabs of RCC boxing and similar vertical RCC slabs, FACIA, Drop etc., in all floor with all cross bracing using mild steel sheets of size of 90cm X 60cm and BG 10 stiffened with welded mild steel angles of size 25X25X3mm for boardinglaid over country wood joists of size 10cm x 6.5cm spaced at about 90cm C/C and supported by casurina props of 10cm to 13cm dia spaced at 75cm C/C etc., completed as directed. Sl.No.123B Part-II | ||||||||||||
| 4.01 | For stem | 792 | Sqm | 849.21 ₹6,72,574.32 | 800 ₹6,33,600 | 1,050 ₹8,31,600 | 854.55 ₹6,76,803.6 | 875.92 ₹6,93,730.39 | 900 ₹7,12,800 | 950 ₹7,52,400 | 838 ₹6,63,696 | 450 ₹3,56,400 Lowest |
| 5.00 | Providing and laying in position Standardised Concrete Mix M-20 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone Sand (M- Sand), but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - | 153 | Cum | 6,754.47 ₹10,33,433.91 Lowest | 7,500 ₹11,47,500 | 7,300 ₹11,16,900 | 6,796.95 ₹10,39,933.35 | 6,966.93 ₹10,65,939.8 | 7,200 ₹11,01,600 | 7,220 ₹11,04,660 | 8,000 ₹12,24,000 | 7,800 ₹11,93,400 |
| 6.00 | Supplying and fabricating of reinforcement steel of all diameters for reinforced cement concrete works at all heights and depths including straightening, cleaning,cutting,ending, placing in position and binding, hoisting and welding if any including cost of power, electrodes etc, cost of annealed binding wire (18 gauge), providing overlaps, tying in position and providing necessary cover blocks for all works as per detailed drawings supplied (including chairs, cranks, lap rods, spacer bars, fan hooks etc.,) with the relevant standard specifications, complete for all leads & lifts. | 123 | Qtl | 7,586.01 ₹9,33,079.23 Lowest | 9,000 ₹11,07,000 | 8,300 ₹10,20,900 | 7,633.72 ₹9,38,947.56 | 7,824.62 ₹9,62,428.29 | 9,000 ₹11,07,000 | 8,660 ₹10,65,180 | 8,000 ₹9,84,000 | 7,700 ₹9,47,100 |
| 7.00 | Cement Concrete 1:2:4, one part of cement, two parts of sand , four parts of 20 mm hard blue granite metal by volume, characteristic strength not less than 20 N/sqmm) machine mixed for all reinforced Cement Concrete works, including scaffolding, cost of all materials, machine mixing, vibrating, lifting, curing, labour charges for laying & finishing etc., but excluding the cost and fabrication of reinforcements and also excluding centering and formwork etc., complete complying with the relevant standard specifications at all leads inside the building. | 92 | Cum | 5,777.14 ₹5,31,496.88 Lowest | 6,059.53 ₹5,57,476.76 | 6,300 ₹5,79,600 | 5,813.47 ₹5,34,839.24 | 5,958.85 ₹5,48,214.42 | 6,500 ₹5,98,000 | 6,170 ₹5,67,640 | 6,000 ₹5,52,000 | 6,000 ₹5,52,000 |
| 8.00 | Refilling with excavated soil (other than sand) complying with standard specification for filling in foundation and basement. | 162 | Cum | 40.15 ₹6,504.3 | 40 ₹6,480 | 50.5 ₹8,181 | 40.4 ₹6,544.8 | 41.41 ₹6,708.47 | 50 ₹8,100 | 10 ₹1,620 Lowest | 30 ₹4,860 | 55 ₹8,910 |
| 9.00 | Providing and laying well gravel including cost and conveyance of all materials from approved quarries as noted in lead chart to the road site including loading, unloading and stacking the well gravel at road site to departmental guage for pre-measurement including labour charges for laying spreading leveling to camper etc., complete as per direction of departmental officers instruction. | 87 | M2 | 415.79 ₹36,173.73 | 200 ₹17,400 | 523 ₹45,501 | 418.4 ₹36,400.8 | 428.86 ₹37,311.09 | 400 ₹34,800 | 100 ₹8,700 Lowest | 300 ₹26,100 | 300 ₹26,100 |
Tender Value
₹50 L
EMD Value
₹50,000
Closing Date
2 Sept 2026, 3:00 pmClosed
The Commissioner, Coimbatore Corporation
Coimbatore Corporation, Main Office, Big bazaar street, Town hall, Coimbatore-1
Construction of Retaining wall at Sugunapuram West, Ittery Street in Ward No 91, South Zone
2026_MAWS_694703_11
e60/2026-sz two cover
Open Tender
Civil Works
Works
150 days
Coimbatore corporation
As per tender doucuments
5 documents required · 5 mandatory
₹0
₹50,000
Yes
18 Sept 2026
17 Aug 2026
3 Sept 2026
17 Aug 2026
2 Sept 2026
17 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Cleaning the Jungle and levelling the surfaces using Mechanical JCB as per the Direction of the Departmental officers Etc., Complete | 10 | Cum | - | - |
| 2 | Earth work excavation in all kinds of soil including sand, silt, wet sand under water, black cotton, stiff black cotton, clay, hard stiff clay, hard red earth, murram, stoney earth, gravel and shales etc. excepting all kinds of rock and boulders exceeding 0.014 c.u.m. in volume including rough dressing and dumping the excavated materials away from work site manually within 50m initial lead and 2m initial lift as per the direction of Engineer-in-charge. | 216 | Cum | - | - |
| 3 | Plain cement concrete 1:4:8 (One part of cement, four parts of m.sand and eight parts of stone jelly by volume) using of 40 mm thick granite hard broken stones, all machine mixed, laid to uniform thickness of 100mm and top left rought to receive floor finish including all labour charges for concreting, ramming, curing etc, and providing expansion joints, slopes & grades if any etc., complete complying with relevant standard specifications at all leads & lifts inside the building. | 15 | Cum | - | - |
| 4Supplying and erecting centering for side and soffits including necessary supports and strutting upto 3.29m high for plane surfaces such as side slabs of RCC boxing and similar vertical RCC slabs, FACIA, Drop etc., in all floor with all cross bracing using mild steel sheets of size of 90cm X 60cm and BG 10 stiffened with welded mild steel angles of size 25X25X3mm for boardinglaid over country wood joists of size 10cm x 6.5cm spaced at about 90cm C/C and supported by casurina props of 10cm to 13cm dia spaced at 75cm C/C etc., completed as directed. Sl.No.123B Part-II | |||||
| 4.01 | For stem | 792 | Sqm | - | - |
| 5 | Providing and laying in position Standardised Concrete Mix M-20 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone Sand (M- Sand), but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - | 153 | Cum | - | - |
| 6 | Supplying and fabricating of reinforcement steel of all diameters for reinforced cement concrete works at all heights and depths including straightening, cleaning,cutting,ending, placing in position and binding, hoisting and welding if any including cost of power, electrodes etc, cost of annealed binding wire (18 gauge), providing overlaps, tying in position and providing necessary cover blocks for all works as per detailed drawings supplied (including chairs, cranks, lap rods, spacer bars, fan hooks etc.,) with the relevant standard specifications, complete for all leads & lifts. | 123 | Qtl | - | - |
| 7 | Cement Concrete 1:2:4, one part of cement, two parts of sand , four parts of 20 mm hard blue granite metal by volume, characteristic strength not less than 20 N/sqmm) machine mixed for all reinforced Cement Concrete works, including scaffolding, cost of all materials, machine mixing, vibrating, lifting, curing, labour charges for laying & finishing etc., but excluding the cost and fabrication of reinforcements and also excluding centering and formwork etc., complete complying with the relevant standard specifications at all leads inside the building. | 92 | Cum | - | - |
| 8 | Refilling with excavated soil (other than sand) complying with standard specification for filling in foundation and basement. | 162 | Cum | - | - |
| 9 | Providing and laying well gravel including cost and conveyance of all materials from approved quarries as noted in lead chart to the road site including loading, unloading and stacking the well gravel at road site to departmental guage for pre-measurement including labour charges for laying spreading leveling to camper etc., complete as per direction of departmental officers instruction. | 87 | M2 | - | - |
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