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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAdmitted-Finance VILLA 47 G F AASHINA VILLAS DELLIBABU NAGAR 1ST CROSS STREET AMBAL NAGAR PALLIKARANAI CHENNAI 100 | 100 | ₹1.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.1 Cr+₹6.9 L (6.65%)Admitted-Finance 3 165 1A KAMARAJ NAGAR KANGAYAMPALAYAM SULUR COIMBATORE TAMIL NADU 641 401 | COIMBATORE | COIMBATORE | TAMIL NADU | 641401 | ₹1.1 Cr+₹6.9 L (6.65%) | L2 | Admitted-Finance |
| 3 | L3₹1.1 Cr+₹7.2 L (6.91%)Admitted-Finance SUBHADARSAN PARK NO 3 VEERIYAMPALAYAM KALAPATTI COIMBATORE 641 048 | COIMBATORE | TAMIL NADU | 638459 | ₹1.1 Cr+₹7.2 L (6.91%) | L3 | Admitted-Finance |
| 4 | L4₹1.2 Cr+₹13.9 L (13.3%)Admitted-Finance 1 9 KANGEYAMAPALAYAM P SULUR COIMBATORE DIST | COIMBATORE | TAMIL NADU | 638459 | ₹1.2 Cr+₹13.9 L (13.3%) | L4 | Admitted-Finance |
| 5 | L5₹1.2 Cr+₹14.8 L (14.2%)Admitted-Finance | ₹1.2 Cr+₹14.8 L (14.2%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | A VENKATACHALAM L4 | JS ASSOCIATE DEVELOPMENT INDIA PRIVATE LIMITED L3 | Vishnu Infrastructures L2 | CHENDUR INFRASTRUCTURE P LTD L5 | NAAMAKKAL CONSTRUCTIONS L1 | SRI AMMAN CONSTRUCTION L7 | M/S THANGARAJ & CO L6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 1.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 cum. in volume including rough dressing and dumping the excavated materials away from work site manually within 10m initial lead and 2m initial lift as per the direction of Engineer-in-charge. | 1,800 | M3 | 187.05 ₹3,36,690 | 176.44 ₹3,17,592 | 180 ₹3,24,000 | 99 ₹1,78,200 Lowest | 165.02 ₹2,97,036 | 250 ₹4,50,000 | 189.2 ₹3,40,560 |
| 2.00 | 2.Providing of Granular Sub base using Grade materials of table 400 -1 of Morth with minimum CBR 30 spreading in uniform layers with motor grader on prepared surface, mix in by palce method at OMC and compacting with Vibratory Roller to achieve the desired density including all labourcharges etc, complete as per technical specification and as directed by the departmental officers | 450 | M3 | 1,782.96 ₹8,02,332 | 1,681.87 ₹7,56,841.5 | 1,720 ₹7,74,000 | 1,500 ₹6,75,000 Lowest | 1,573.03 ₹7,07,863.5 | 2,000 ₹9,00,000 | 1,803.51 ₹8,11,577.7 |
| 3.00 | 3.Providing,laying spreading and compacting wet mix macadam with clean,crushed,graded aggregates and granular material and finished in accordance with the requirements of the specifications and thickness as per approved plans or as directed by the enginner. | 450 | M3 | 2,339.76 ₹10,52,892 | 2,207.1 ₹9,93,195 | 2,260 ₹10,17,000 | 2,500 ₹11,25,000 | 2,064.28 ₹9,28,926 Lowest | 2,100 ₹9,45,000 | 2,366.72 ₹10,65,024 |
| 4.00 | 4.Plain Cement concrete 1:5:10 (one cement, foursand and eight aggregate) using 40mm hardbroken granite stone jelly for foundationincluding dewatering if found necessary andlaid in layers of not more than 15 cm thickand compacted etc. , complete complying witstandard specification. | 450 | M3 | 4,930.43 ₹22,18,693.5 | 4,650.91 ₹20,92,909.5 | 4,760 ₹21,42,000 | 5,000 ₹22,50,000 | 4,349.93 ₹19,57,468.5 Lowest | 6,000 ₹27,00,000 | 4,987.26 ₹22,44,267 |
| 5.00 | 5.Supplying, fabricating and placing in position TMT/CTD rods for all RCC works including cost of steel and binding wire also in all floors complete complying with standard specification. | 145 | Qtl | 8,112.74 ₹11,76,347.3 | 7,652.75 ₹11,09,648.75 | 7,500 ₹10,87,500 | 7,900 ₹11,45,500 | 7,157.57 ₹10,37,847.65 Lowest | 7,500 ₹10,87,500 | 8,206.24 ₹11,89,904.8 |
| 6.00 | Providing and laying in position Standardised Concrete Mix M-30 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 400Kg/cum and maximum water cement ratio of 0.45 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 - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS standards. | 750 | M3 | 8,111.68 ₹60,83,760 | 7,651.8 ₹57,38,850 | 7,500 ₹56,25,000 | 8,490 ₹63,67,500 | 7,156.63 ₹53,67,472.5 Lowest | 8,000 ₹60,00,000 | 8,205.17 ₹61,53,877.5 |
| 7.00 | Conveying the excavated earth from the site to the distance of 15kms out side of the city limit including allinitial lead, lift loading and unloading with transportation charges etc complete as per the direction of departmental officers | 1,800 | M3 | 88.43 ₹1,59,174 | 83 ₹1,49,400 | 90 ₹1,62,000 | 99 ₹1,78,200 | 78.01 ₹1,40,418 Lowest | 930 ₹16,74,000 | 89.44 ₹1,60,992 |
Tender Value
₹1.7 Cr
EMD Value
₹1.7 L
Closing Date
21 Jul 2026, 3:00 pmClosed
The Commissioner, Coimbatore Corporation
Coimbatore Corporation, Main Office, Big bazaar street, Town hall, Coimbatore-1
Formation of CC Pavement at Terminal 2 Palakad road to Sungam road of Ukkadam Bus Stand in Ward No 82 Central Zone.
2026_MAWS_684849_12
E39/2026-Two cover
Open Tender
Civil Works
Works
210 days
Coimbatore corporation
As per Tender Document
5 documents required · 5 mandatory
₹0
₹1.7 L
11 Aug 2026
10 Jul 2026
22 Jul 2026
10 Jul 2026
21 Jul 2026
10 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 1.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 cum. in volume including rough dressing and dumping the excavated materials away from work site manually within 10m initial lead and 2m initial lift as per the direction of Engineer-in-charge. | 1,800 | M3 | - | - |
| 2 | 2.Providing of Granular Sub base using Grade materials of table 400 -1 of Morth with minimum CBR 30 spreading in uniform layers with motor grader on prepared surface, mix in by palce method at OMC and compacting with Vibratory Roller to achieve the desired density including all labourcharges etc, complete as per technical specification and as directed by the departmental officers | 450 | M3 | - | - |
| 3 | 3.Providing,laying spreading and compacting wet mix macadam with clean,crushed,graded aggregates and granular material and finished in accordance with the requirements of the specifications and thickness as per approved plans or as directed by the enginner. | 450 | M3 | - | - |
| 4 | 4.Plain Cement concrete 1:5:10 (one cement, foursand and eight aggregate) using 40mm hardbroken granite stone jelly for foundationincluding dewatering if found necessary andlaid in layers of not more than 15 cm thickand compacted etc. , complete complying witstandard specification. | 450 | M3 | - | - |
| 5 | 5.Supplying, fabricating and placing in position TMT/CTD rods for all RCC works including cost of steel and binding wire also in all floors complete complying with standard specification. | 145 | Qtl | - | - |
| 6 | Providing and laying in position Standardised Concrete Mix M-30 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 400Kg/cum and maximum water cement ratio of 0.45 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 - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS standards. | 750 | M3 | - | - |
| 7 | Conveying the excavated earth from the site to the distance of 15kms out side of the city limit including allinitial lead, lift loading and unloading with transportation charges etc complete as per the direction of departmental officers | 1,800 | M3 | - | - |
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