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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.7 LAccepted-AOC | L1 | Accepted-AOC Accept | |
| 2 | L2₹6.7 L+₹309.70 (0.05%)Rejected-AOC | L2 | Rejected-AOC Reject |
| Sl No | Description | Qty | Unit | KAARDEEP ENGINEERING L1 | MAHA BUILDERS L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavations in all soils and sub-soils and the full depth as may be directed by the Deptl.officers with initial leads and lifts and cleaning and leveling the site etc, complete complying with standard specification | 122 | M3 | 90 ₹10,980 Lowest | 90.5 ₹11,041 |
| 2.00 | Conveying the excavated earth and for milling materials to the work site to designated dumping yard from the site to the distance of 0 to 15kms out side of the city limit including all initial lead, lift, loading and unloading with transportation charges etc complete as per the direction of departmental officers. | 75 | M3 | 67 ₹5,025 Lowest | 67.5 ₹5,062.5 |
| 3.00 | Providing GRANULAR SUB BASE - GRADE -1 using materials as per clause 401.2.1 viz., sand, morum, gravel, crushed stone individuals or combination thereof which satisfies the grading III as per table 400.1 and satisfies the physical standards given in clause 401.2.2 and gives the 20 CBR including cost and conveyance of earth all materials and hire and machinery charges of tools and plants employed and all other incidental charges as per MORTH revision IV | 62 | M2 | 1,638 ₹1,01,556 Lowest | 1,638.1 ₹1,01,562.2 |
| 4.00 | Providing and laying ,spreading and compacting graded stone aggregate to wet mix macadam (WMM ) specification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base /base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications. | 62 | M3 | 2,145 ₹1,32,990 Lowest | 2,145 ₹1,32,990 Lowest |
| 5.00 | Providing and laying Prime Coat 7Kg/10 M2 With Bitumen Emulsion (Slow Setting) Including Cost of Bitumen emulsion At The Site Including Labour Charges For Preparing The Surface And Applying Required Quantity of Bitumen Emulsion As Prime Coat Using Bitumen Sprayer Etc. Complete Over Wet Mix Macadam As Per Clause 502 of Mort & H Specifications. | 410 | M2 | 86 ₹35,260 Lowest | 86.2 ₹35,342 |
| 6.00 | Providing and laying Tack Coat 2.5 kg/10 m2 with Bitumen Emulsion (Rapid Setting 1) including cost of bitumen emulsion at the site, including labour charges for preparing the surface and applying required quantity of bitumen emulsion as Tack Coat using bitumen sprayer etc., complete over the primed surface as per clause 503 of MoRT& H Specifications Rev.5 | 410 | M2 | 19 ₹7,790 Lowest | 19.3 ₹7,913 |
| 7.00 | Providing and laying 50 mm compacted Bitumenous macadam using 0.42m3 of 26.5-11.2 mm graded metal and and 0.10m3 of 11.2 — 2.8mm graded metal and 0.18m3 of 2.8mm & below with 38kg of bitumenous for premixing per 10 m2 including cost and conveyance of all materials to CMP site heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 Tonnes capacity, conveying the mix by tipper trucks to paver site, spreading the mix in required temperature for uniform | thickness of 50 mm with mechanical paver to the specified grader and cross sections and compaction by 80-100 KN power roller to the required density etc including labour for loading bitumen into bitumen tank and metal to feeder unit, labour for attending to paver site etc including hire charges and Fuel charges for 20-30T CMP with bitumen Boiler, tipper trucks, paver Finisher Power rollers and all other tools and plant required including all other tools and plant required including specification using cmp clause 504 | 22 | M3 | 10,534 ₹2,31,748 Lowest | 10,534 ₹2,31,748 Lowest |
| 8.00 | Providing and laying Bituminous Concrete30mm thick using 19 — 9.50 mm metal, 9.5-2.36 mm Metal, 2.36 mm and below Metal of specified grading aggregates and Quarry Dust with 37.73 kg of VG30 (60/70grade) bitumen ( Procured from State/ Central Public sector undertakings only) for premixing per 10sq.m including cost and conveyance of all materials to work site and stacking them on road side to standard departmental metric gauge for pre-measurement, heating the bitumen in bitumen boiler heating the aggregates and mixing them with bitumen in mini hot mix plant, spreading the mix in the required temperature for uniform thick of 30mm over a previously prepared surface to specified grade and cross section and compaction by power roller, including labour charges, spreading etc., including Hire charges for machineries etc., complete as per clause 509 of MoRT & H Specifications to achieve the desired compaction. | 13 | M3 | 10,855 ₹1,41,115 Lowest | 10,855 ₹1,41,115 Lowest |
Tender Value
₹8 L
EMD Value
₹8,000
Closing Date
20 May 2025, 3:00 pmClosed
The Commissioner, Coimbatore Corporation
Coimbatore Corporation, Main Office, Big bazaar street, Town hall, Coimbatore-1
Formation of BT Surface at Coimbatore Medical College Campus in ward no 24 East Zone.
2025_MAWS_556917_8
e22/2025
Open Tender
Civil Works
Works
120 days
Coimbatore corporation
AS PER THE TENDER DOCUMENT
4 documents required · 4 mandatory
₹0
₹8,000
9 Aug 2025
12 May 2025
21 May 2025
12 May 2025
20 May 2025
12 May 2025
Amount
Earth work excavations in all soils and sub-soils and the full depth as may be directed by the Deptl.officers with initial leads and lifts and cleaning and leveling the site etc, complete complying with standard specification
Conveying the excavated earth and for milling materials to the work site to designated dumping yard from the site to the distance of 0 to 15kms out side of the city limit including all initial lead, lift, loading and unloading with transportation charges etc complete as per the direction of departmental officers.
Providing GRANULAR SUB BASE - GRADE -1 using materials as per clause 401.2.1 viz., sand, morum, gravel, crushed stone individuals or combination thereof which satisfies the grading III as per table 400.1 and satisfies the physical standards given in clause 401.2.2 and gives the 20 CBR including cost and conveyance of earth all materials and hire and machinery charges of tools and plants employed and all other incidental charges as per MORTH revision IV
Providing and laying ,spreading and compacting graded stone aggregate to wet mix macadam (WMM ) specification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base /base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications.
Providing and laying Prime Coat 7Kg/10 M2 With Bitumen Emulsion (Slow Setting) Including Cost of Bitumen emulsion At The Site Including Labour Charges For Preparing The Surface And Applying Required Quantity of Bitumen Emulsion As Prime Coat Using Bitumen Sprayer Etc. Complete Over Wet Mix Macadam As Per Clause 502 of Mort & H Specifications.
Providing and laying Tack Coat 2.5 kg/10 m2 with Bitumen Emulsion (Rapid Setting 1) including cost of bitumen emulsion at the site, including labour charges for preparing the surface and applying required quantity of bitumen emulsion as Tack Coat using bitumen sprayer etc., complete over the primed surface as per clause 503 of MoRT& H Specifications Rev.5
Providing and laying 50 mm compacted Bitumenous macadam using 0.42m3 of 26.5-11.2 mm graded metal and and 0.10m3 of 11.2 — 2.8mm graded metal and 0.18m3 of 2.8mm & below with 38kg of bitumenous for premixing per 10 m2 including cost and conveyance of all materials to CMP site heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 Tonnes capacity, conveying the mix by tipper trucks to paver site, spreading the mix in required temperature for uniform | thickness of 50 mm with mechanical paver to the specified grader and cross sections and compaction by 80-100 KN power roller to the required density etc including labour for loading bitumen into bitumen tank and metal to feeder unit, labour for attending to paver site etc including hire charges and Fuel charges for 20-30T CMP with bitumen Boiler, tipper trucks, paver Finisher Power rollers and all other tools and plant required including all other tools and plant required including specification using cmp clause 504
Providing and laying Bituminous Concrete30mm thick using 19 — 9.50 mm metal, 9.5-2.36 mm Metal, 2.36 mm and below Metal of specified grading aggregates and Quarry Dust with 37.73 kg of VG30 (60/70grade) bitumen ( Procured from State/ Central Public sector undertakings only) for premixing per 10sq.m including cost and conveyance of all materials to work site and stacking them on road side to standard departmental metric gauge for pre-measurement, heating the bitumen in bitumen boiler heating the aggregates and mixing them with bitumen in mini hot mix plant, spreading the mix in the required temperature for uniform thick of 30mm over a previously prepared surface to specified grade and cross section and compaction by power roller, including labour charges, spreading etc., including Hire charges for machineries etc., complete as per clause 509 of MoRT & H Specifications to achieve the desired compaction.
MAHA BUILDERS (BID ID -1343775)
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