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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.7 LAccepted-AOC | ₹28.7 L | L1 | Accepted-AOC accepted |
| 2 | L2₹28.8 LRejected-AOC | ₹28.8 L | L2 | Rejected-AOC reject |
| 3 | L3₹30.2 LRejected-AOC | ₹30.2 L | L3 | Rejected-AOC reject |
| 4 | L4₹31.9 LRejected-AOC | ₹31.9 L | L4 | Rejected-AOC reject |
| 5 | L5₹31.9 LRejected-AOC | ₹31.9 L | L5 | Rejected-AOC reject |
| Sl No | Description | Qty | Unit | TMA INFRASTRUCTURE PRIVATE LIMITED L1 | ILAYARAJA M L8 | Ravichandran G L4 | AATHINI ULTRATECH L5 | BHARATHI CONTRACTOR L2 | A SUNDARAMURTHY CONTRACTOR L6 | GUNASEKARAN A L7 | NANDHINI CONSTRUCTION L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.001. Block Topping to Block Topping to Friends City Ist Cross Road 0/ 0/454 | |||||||||||
| 2.00 | Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp. | 272.4 | Cum | 5.72 ₹1,558.13 | 10 ₹2,724 | 6.36 ₹1,732.46 | 6.36 ₹1,732.46 | 6 ₹1,634.40 | 6.36 ₹1,732.46 | 15 ₹4,086 | 6.36 ₹1,732.46 |
| 3.00 | Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A | 122.58 | Cum | 126 ₹15,445.08 | 180 ₹22,064.40 | 140.45 ₹17,216.36 | 140.45 ₹17,216.36 | 135 ₹16,548.30 | 140.45 ₹17,216.36 | 142 ₹17,406.36 | 140.45 ₹17,216.36 |
| 4.00 | Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction at Optimum moisture content for sholders | 20.43 | Cum | 865 ₹17,671.95 | 1,000 ₹20,430 | 970.71 ₹19,831.61 | 970.71 ₹19,831.61 | 960 ₹19,612.80 | 970.71 ₹19,831.61 | 1,200 ₹24,516 | 970.71 ₹19,831.61 |
| 5.00 | Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20% & 2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) Grade III | 205.61 | Cum | 3,108 ₹6.4 L | 3,800 ₹7.8 L | 3,453.56 ₹7.1 L | 3,453.56 ₹7.1 L | 3,400 ₹7.0 L | 3,453.56 ₹7.1 L | 3,800 ₹7.8 L | 3,500 ₹7.2 L |
| 6.00 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. | 171.35 | Cum | 3,183 ₹5.5 L | 3,900 ₹6.7 L | 3,536.56 ₹6.1 L | 3,536.56 ₹6.1 L | 3,500 ₹6.0 L | 3,536 ₹6.1 L | 3,850 ₹6.6 L | 3,400 ₹5.8 L |
| 7.00 | Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it. | 1,370.75 | Cum | 78 ₹1.1 L | 98 ₹1.3 L | 86.69 ₹1.2 L | 86.69 ₹1.2 L | 82 ₹1.1 L | 86.95 ₹1.2 L | 87 ₹1.2 L | 50 ₹68,537.50 |
| 8.00 | Applying tack coat over WBM surface (not treated with primer) using 2.5Kg of bituminous emulsion per 10 Sqm. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as pe | 1,370.75 | Cum | 18 ₹24,673.50 | 30 ₹41,122.50 | 20.32 ₹27,853.64 | 20.32 ₹27,853.64 | 19 ₹26,044.25 | 20.32 ₹27,853.64 | 20 ₹27,415 | 8 ₹10,966 |
| 9.00 | BITUMINOUS CONCRETE 30 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 25mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5 | 34.27 | Cum | 11,455 ₹3.9 L | 13,500 ₹4.6 L | 12,727.88 ₹4.4 L | 12,727.88 ₹4.4 L | 12,500 ₹4.3 L | 12,727.8 ₹4.4 L | 12,300 ₹4.2 L | 11,500 ₹3.9 L |
| 10.00 | Painting and lettering of Name board | 1 | Cum | 2,700 ₹2,700 | 4,000 ₹4,000 | 3,000 ₹3,000 | 3,000 ₹3,000 | 2,800 ₹2,800 | 5,000 ₹5,000 | 10,000 ₹10,000 | 1,000 ₹1,000 |
Tender Value
₹33.9 L
EMD Value
₹33,860
Closing Date
26 Feb 2026, 3:00 pmClosed
Special Officer / BDO (vpts) Mannargudi
Panchayat Union office mannargudi
Block Topping to Block Topping to Friends City Ist Cross Road 454 2.Block Topping to Friends City IInd Cross Road 209
2026_RDTN_662025_1
RC.385/2026/B3 PERI URBAN RAMAPURAM
Open Tender
Civil Works - Roads
Mannargudi
Technical Specification as per tender DOC
3 documents required · 3 mandatory
₹0
₹33,860
Yes
2 Apr 2026
20 Feb 2026
26 Feb 2026
20 Feb 2026
26 Feb 2026
20 Feb 2026
1. Block Topping to Block Topping to Friends City Ist Cross Road 0/ 0/454
Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp.
Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A
Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction at Optimum moisture content for sholders
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20% & 2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) Grade III
Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.
Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.
Applying tack coat over WBM surface (not treated with primer) using 2.5Kg of bituminous emulsion per 10 Sqm. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as pe
BITUMINOUS CONCRETE 30 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 25mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5
Painting and lettering of Name board
Provision for Photo charges
2. 2.Block Topping to Friends City IInd Cross Road 0/0 - 0/209
Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp.
Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A
Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction at Optimum moisture content for sholders
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20% & 2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) Grade III
Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.
Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.
Applying tack coat over WBM surface (not treated with primer) using 2.5Kg of bituminous emulsion per 10 Sqm. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as pe
BITUMINOUS CONCRETE 30 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 25mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5
Painting and lettering of Name board
Provision for Photo charges
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
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