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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹82.1 LAccepted-AOC 1 SRI GOKULAM COMPLEX 15 155B MARAPALAM MADUKKARAI COIMBATORE DISTRICT 641 105 | COIMBATORE | TAMIL NADU | 641105 | ₹82.1 L | L1 | Accepted-AOC ACCEPT |
| 2 | L2₹83.3 L+₹1.1 L (1.40%)Rejected-AOC 42 641 009 | COIMBATORE | TAMIL NADU | 641009 | ₹83.3 L+₹1.1 L (1.40%) | L2 | Rejected-AOC REJECT |
| Sl No | Description | Qty | Unit | M S ENGINEERS L2 | ABBI ASSOCIATES L1 |
|---|---|---|---|---|---|
| 1.00 | Earthwork excavation in all classes of soil except soft desigtegrated rock and hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as Bailing our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for DRESSING THE BED UP TO SILL LEVEL. | 251 | 1m3 | 230 ₹57,730 | 219 ₹54,969 Lowest |
| 2.00 | Earthwork excavation in all class of soil except soft desintegrated rock and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF ABUTMENTS, PIERS AND WINGS. | 125 | 1m3 | 230 ₹28,750 | 219 ₹27,375 Lowest |
| 3.00 | Earthwork excavation in Soft disintegrated rock not requiring blasting except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF ABUTMENTS, PIERS AND WINGS. | 207 | 1m3 | 240 ₹49,680 | 232 ₹48,024 Lowest |
| 4.00 | Providing and laying Plain Cement concrete of M10 grade (Design Mix) using 40mm HBGS jelly (well graded) confirming to IS specified grading (to produce concrete of the specified grading and characteristic strength of 10N/mm2 at 28 days) and mixing the ingredients by mixer machine including dewatering by bailing/pumping wherever necessary laying the concrete in layers and in bays with all leads and lifts,compacting and finishing the surface, watering, curing etc.,complete complying with standard specifications and as directed by the departmental officers. for LEVELING COURSE UNDER FOOTINGS-1 Cum (Below sill level) | 21 | 1m3 | 6,000 ₹1,26,000 | 5,961.5 ₹1,25,191.5 Lowest |
| 5.00 | Providing and placing Plain Cement concrete M 20 grade (Design Mix) using crusher broken hard coarse aggregates and the maximum nominal size of coarse aggregate of 40mm down graded confirming to IS specified grading ( toachieve the specified characteristic strength of 20 N/mm2 at 28 days) and mixing the ingredients in approved mixer including dewatering by bailing/pumping wherever necessary laying the concrete in layers and in bays with all leads and lifts, vibrating, compacting and finishing the surface watering, curing for various depth and height below and above ground level so as to attain the profile and strength specified in the drawings as per the direction of the departmental officers and complying with standard specification. for FOOTINGS OF ABUTMENT, PIERS AND WINGS BELOW SILL LEVEL. | 216 | 1m3 | 8,500 ₹18,36,000 | 8,495.5 ₹18,35,028 Lowest |
| 6.00 | Providing and placing Plain Cement concrete M 20 grade(Design Mix) using crusher broken hard coarse aggregates and the maximum nominal size of coarse aggregate of 20mm downgraded confirming to IS specified grading ( toachieve the specified characteristic strength of 20 N/mm2 at 28 days) and mixing the ingredients in approved mixer including dewatering by bailing/pumping wherever necessary laying the concrete in layers and in bays with all leads and lifts, vibrating, compacting and finishing the surface watering, curing for various depth and height below and above ground level so as to attain the profile and strength specified in the drawings as per the direction of the departmental officers and complying with standard specification.for SUBSTRUCTURE OF ABUTMENTS, WINGS, AND PIERS ABOVE SILL LEVEL. | 170 | 1m3 | 8,700 ₹14,79,000 | 8,636 ₹14,68,120 Lowest |
| 7.00 | Providing and laying in position, Standardised Reinforced Cement Concrete Mix M-30 Grade Design Mix in accordance with IS:456-2000,using HBGS jelly of 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 400 kg/m3 and maximum water cement ratio of 0.45, including admixture ( plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about ( 5.0 cu.m) 7730 kg of 20mm machine crushed stone jelly and with about (3.3 cu.m) 5156kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m) 7670kg of M.sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators,finishing,curing, 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 requirement of IS standards.( No separate payment will be made by the Department for the excess usage of materials)for DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS. | 10 | 1m3 | 9,600 ₹96,000 | 9,540 ₹95,400 Lowest |
| 8.00 | Providing and laying in position, Standardised Reinforced Cement Concrete Mix M-30 Grade Design Mix in accordance with IS:456-2000,using HBGS jelly of 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 400 kg/m3 and maximum water cement ratio of 0.45, including admixture ( plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about ( 5.0 cu.m) 7730 kg of 20mm machine crushed stone jelly and with about (3.3 cu.m) 5156kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m) 7670kg of M.sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators,finishing,curing, 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 requirement of IS standards.( No separate payment will be made by the Department for the excess usage of materials) for DECK SLAB AND KERBS. | 110 | 1m3 | 9,700 ₹10,67,000 | 9,681 ₹10,64,910 Lowest |
| 9.00 | Providing and Laying in position, Plain Cement concrete M 15 grade (Design Mix) with Hard Broken HBGS Stone jelly aggregates and the maximum nominal size of coarse aggregate of 40mm and down graded to IS specified grading and mixing by mixer machine ( to produce concrete of the specified characteristic strength of 15 N/mm2 at 28 days) including dewatering by bailing/pumping wherever necessary laying the concrete in layers and in bays with all leads and lifts, vibrating, compacting and finishing the surface watering, curing for various depth and height below and above ground level so as to attain the profile and strength specified in the drawings as per the direction of the departmental officers and complying with standard specification. for BASE COURSE BELOW APPROACH SLAB. | 12 | 1m3 | 7,500 ₹90,000 | 7,265.5 ₹87,186 Lowest |
| 10.00 | Providing and laying in position, Standardised Reinforced Cement Concrete Mix M-30 Grade Design Mix in accordance with IS:456-2000,using HBGS jelly of 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 400 kg/m3 and maximum water cement ratio of 0.45, including admixture ( plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about ( 5.0 cu.m) 7730 kg of 20mm machine crushed stone jelly and with about (3.3 cu.m) 5156kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m) 7670kg of M.sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators,finishing,curing, 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 requirement of IS standards.( No separate payment will be made by the Department for the excess usage of materials) for APPROACH SLAB. | 27 | 1m3 | 9,800 ₹2,64,600 | 9,540 ₹2,57,580 Lowest |
Tender Value
₹98 L
EMD Value
₹98,000
Closing Date
12 Feb 2026, 3:00 pmClosed
The commissoner, coimbatore
Coimbatore Corporation, Main Office, Big bazaar street, Town hall, Coimbatore-1
Construction of RCC bridge at Sundakkamuthur Sarapannai road in ward no.89, south zone
2026_MAWS_653869_3
e13/2026-two cover
Open Tender
Civil Works
Works
150 days
Coimbatore corporation
as per tender documents
5 documents required · 5 mandatory
₹0
₹98,000
17 Apr 2026
10 Feb 2026
13 Feb 2026
10 Feb 2026
12 Feb 2026
10 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork excavation in all classes of soil except soft desigtegrated rock and hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as Bailing our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for DRESSING THE BED UP TO SILL LEVEL. | 251 | 1m3 | - | - |
| 2 | Earthwork excavation in all class of soil except soft desintegrated rock and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF ABUTMENTS, PIERS AND WINGS. | 125 | 1m3 | - | - |
| 3 | Earthwork excavation in Soft disintegrated rock not requiring blasting except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF ABUTMENTS, PIERS AND WINGS. | 207 | 1m3 | - | - |
| 4 | Providing and laying Plain Cement concrete of M10 grade (Design Mix) using 40mm HBGS jelly (well graded) confirming to IS specified grading (to produce concrete of the specified grading and characteristic strength of 10N/mm2 at 28 days) and mixing the ingredients by mixer machine including dewatering by bailing/pumping wherever necessary laying the concrete in layers and in bays with all leads and lifts,compacting and finishing the surface, watering, curing etc.,complete complying with standard specifications and as directed by the departmental officers. for LEVELING COURSE UNDER FOOTINGS-1 Cum (Below sill level) | 21 | 1m3 | - | - |
| 5 | Providing and placing Plain Cement concrete M 20 grade (Design Mix) using crusher broken hard coarse aggregates and the maximum nominal size of coarse aggregate of 40mm down graded confirming to IS specified grading ( toachieve the specified characteristic strength of 20 N/mm2 at 28 days) and mixing the ingredients in approved mixer including dewatering by bailing/pumping wherever necessary laying the concrete in layers and in bays with all leads and lifts, vibrating, compacting and finishing the surface watering, curing for various depth and height below and above ground level so as to attain the profile and strength specified in the drawings as per the direction of the departmental officers and complying with standard specification. for FOOTINGS OF ABUTMENT, PIERS AND WINGS BELOW SILL LEVEL. | 216 | 1m3 | - | - |
| 6 | Providing and placing Plain Cement concrete M 20 grade(Design Mix) using crusher broken hard coarse aggregates and the maximum nominal size of coarse aggregate of 20mm downgraded confirming to IS specified grading ( toachieve the specified characteristic strength of 20 N/mm2 at 28 days) and mixing the ingredients in approved mixer including dewatering by bailing/pumping wherever necessary laying the concrete in layers and in bays with all leads and lifts, vibrating, compacting and finishing the surface watering, curing for various depth and height below and above ground level so as to attain the profile and strength specified in the drawings as per the direction of the departmental officers and complying with standard specification.for SUBSTRUCTURE OF ABUTMENTS, WINGS, AND PIERS ABOVE SILL LEVEL. | 170 | 1m3 | - | - |
| 7 | Providing and laying in position, Standardised Reinforced Cement Concrete Mix M-30 Grade Design Mix in accordance with IS:456-2000,using HBGS jelly of 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 400 kg/m3 and maximum water cement ratio of 0.45, including admixture ( plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about ( 5.0 cu.m) 7730 kg of 20mm machine crushed stone jelly and with about (3.3 cu.m) 5156kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m) 7670kg of M.sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators,finishing,curing, 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 requirement of IS standards.( No separate payment will be made by the Department for the excess usage of materials)for DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS. | 10 | 1m3 | - | - |
| 8 | Providing and laying in position, Standardised Reinforced Cement Concrete Mix M-30 Grade Design Mix in accordance with IS:456-2000,using HBGS jelly of 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 400 kg/m3 and maximum water cement ratio of 0.45, including admixture ( plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about ( 5.0 cu.m) 7730 kg of 20mm machine crushed stone jelly and with about (3.3 cu.m) 5156kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m) 7670kg of M.sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators,finishing,curing, 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 requirement of IS standards.( No separate payment will be made by the Department for the excess usage of materials) for DECK SLAB AND KERBS. | 110 | 1m3 | - | - |
| 9 | Providing and Laying in position, Plain Cement concrete M 15 grade (Design Mix) with Hard Broken HBGS Stone jelly aggregates and the maximum nominal size of coarse aggregate of 40mm and down graded to IS specified grading and mixing by mixer machine ( to produce concrete of the specified characteristic strength of 15 N/mm2 at 28 days) including dewatering by bailing/pumping wherever necessary laying the concrete in layers and in bays with all leads and lifts, vibrating, compacting and finishing the surface watering, curing for various depth and height below and above ground level so as to attain the profile and strength specified in the drawings as per the direction of the departmental officers and complying with standard specification. for BASE COURSE BELOW APPROACH SLAB. | 12 | 1m3 | - | - |
| 10 | Providing and laying in position, Standardised Reinforced Cement Concrete Mix M-30 Grade Design Mix in accordance with IS:456-2000,using HBGS jelly of 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 400 kg/m3 and maximum water cement ratio of 0.45, including admixture ( plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about ( 5.0 cu.m) 7730 kg of 20mm machine crushed stone jelly and with about (3.3 cu.m) 5156kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m) 7670kg of M.sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators,finishing,curing, 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 requirement of IS standards.( No separate payment will be made by the Department for the excess usage of materials) for APPROACH SLAB. | 27 | 1m3 | - | - |
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