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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.7 LAccepted-AOC | ₹19.7 L | L1 | Accepted-AOC ACCEPET |
| 2 | L2₹21.9 LRejected-AOC | ₹21.9 L | L2 | Rejected-AOC REJECT |
| 3 | L3₹21.9 LRejected-AOC | ₹21.9 L | L3 | Rejected-AOC REJECT |
| 4 | L4₹22.0 LRejected-AOC | ₹22.0 L | L4 | Rejected-AOC REJECT |
| 5 | Not Admitted-Fee | - | - | Not Admitted-Fee Others-cover Not Recived |
| Sl No | Description | Qty | Unit | Ravichandran G L2 | A SUNDARAMURTHY CONTRACTOR L4 | N PITCHAIPILLAY L1 | AATHINI ULTRATECH L3 |
|---|---|---|---|---|---|---|---|
| 1.001. Block Topping to Melavasal Ampethkar nagar road KM 0/0 - 0/408 | |||||||
| 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. | 244.8 | Cum | 6.36 ₹1,556.93 | 6.36 ₹1,556.93 | 6 ₹1,468.80 | 6.36 ₹1,556.93 |
| 3.00 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m | 408 | Cum | 23.36 ₹9,530.88 | 23.36 ₹9,530.88 | 23 ₹9,384 | 23.36 ₹9,530.88 |
| 4.00 | 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 | 73.44 | Cum | 140.45 ₹10,314.65 | 140.45 ₹10,314.65 | 140 ₹10,281.60 | 140.45 ₹10,314.65 |
| 5.00 | 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 | 18.36 | Cum | 914.12 ₹16,783.24 | 914.12 ₹16,783.24 | 900 ₹16,524 | 914.12 ₹16,783.24 |
| 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. | 153 | Cum | 3,536.56 ₹5.4 L | 3,536.56 ₹5.4 L | 3,000 ₹4.6 L | 3,536.56 ₹5.4 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. | 1,224 | Cum | 86.69 ₹1.1 L | 86.69 ₹1.1 L | 82 ₹1.0 L | 86.69 ₹1.1 L |
| 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 | 1,224 | Cum | 20.32 ₹24,871.68 | 20.32 ₹24,871.68 | 18 ₹22,032 | 20.32 ₹24,871.68 |
| 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 | 30.6 | Cum | 12,727.85 ₹3.9 L | 12,727.85 ₹3.9 L | 12,000 ₹3.7 L | 12,727.88 ₹3.9 L |
| 10.00 | Painting and lettering of Name board | 1 | Cum | 4,000 ₹4,000 | 4,000 ₹4,000 | 4,000 ₹4,000 | 4,000 ₹4,000 |
Tender Value
₹23.7 L
EMD Value
₹23,731
Closing Date
26 Feb 2026, 3:00 pmClosed
Special Officer / BDO (vpts) Mannargudi
Panchayat union office, Mannargudi
Block Topping to Melavasal Ampethkar nagar road KM 408 Block Topping to Melavasal Aasiriyar Nagar 3rd cross street
2026_RDTN_661949_1
RC.No.385/2026/B3 PERI URBAN MELAVASAL
Open Tender
Civil Works - Roads
Mannargudi
Technical Specification as per tender Doc
4 documents required · 4 mandatory
₹0
₹23,731
Yes
20 Mar 2026
20 Feb 2026
26 Feb 2026
20 Feb 2026
26 Feb 2026
20 Feb 2026
1. Block Topping to Melavasal Ampethkar nagar road KM 0/0 - 0/408
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.
Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m
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
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. Block Topping to Melavasal Aasiriyar Nagar 3rd cross street 0/0 - 0/324
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.
Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m
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
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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