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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.5 LAccepted-AOC | ₹35.5 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹35.6 LRejected-AOC | ₹35.6 L | L2 | Rejected-AOC Rejected |
| 3 | L3₹38.3 LRejected-AOC | ₹38.3 L | L3 | Rejected-AOC Rejected |
| 4 | L4₹45.8 LRejected-AOC | ₹45.8 L | L4 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | G SIVAKUMAR L2 | J SURESH KANNAN L4 | RAVEENDRAN L1 | Sri Sai & Co L3 |
|---|---|---|---|---|---|---|---|
| 1.00Upgradation to the road from Tamil nadu ware house Corporation to Tamil nadu Society Building in Pattanamkathan Panchayat | |||||||
| 2.00 | Clearing the Light Jungle without uprooting including all Labour charges | 684 | Sqm | 6 ₹4,104 | 7 ₹4,788 | 5 ₹3,420 | 5.4 ₹3,693.60 |
| 3.00 | Earthwork in all soils except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 metre deploying earth moving machineries and tippers including benching, formation fo bunds, breaking clods, sectioning etc., compelte. | 171 | cum | 110 ₹18,810 | 150 ₹25,650 | 100 ₹17,100 | 119.4 ₹20,417.40 |
| 4.00 | Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, water and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire and fuel charges for power roller, water sprinkler and all other incdidental charges such as traffic barricading and providing danger lights etc., complete. | 171 | cum | 600 ₹1.0 L | 950 ₹1.6 L | 650 ₹1.1 L | 801.25 ₹1.4 L |
| 5.00 | 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. | 333.38 | cum | 2,800 ₹9.3 L | 3,650 ₹12.2 L | 2,800 ₹9.3 L | 3,071.3 ₹10.2 L |
| 6.00 | 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. | 2,222.5 | Sqm | 71 ₹1.6 L | 90 ₹2.0 L | 70 ₹1.6 L | 73.55 ₹1.6 L |
| 7.00 | Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all | 2,222.5 | Sqm | 16.5 ₹36,671.25 | 25 ₹55,562.50 | 16 ₹35,560 | 17.2 ₹38,227 |
| 8.00 | 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) . | 333.38 | Sqm | 2,780 ₹9.3 L | 3,500 ₹11.7 L | 2,793 ₹9.3 L | 2,967.7 ₹9.9 L |
| 9.00 | Construction of subgrade for 300mm depth by using picked material obtained from the existing surface by mechanical means and then adding 50% of defict materials by using carted earth obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.( subgrade using U.S.gravel) | 277.81 | Sqm | 475 ₹1.3 L | 600 ₹1.7 L | 450 ₹1.3 L | 478.95 ₹1.3 L |
| 10.00 | BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm 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 | 66.68 | Sqm | 10,200 ₹6.8 L | 12,800 ₹8.5 L | 10,146.75 ₹6.8 L | 10,782.2 ₹7.2 L |
Tender Value
₹45.5 L
EMD Value
₹45,530
Closing Date
11 Feb 2026, 3:00 pmClosed
Block Develoment Officer (B.P),Mandapam Block
Block Development Office , Mandapam
Upgradation to the road from Tamil nadu ware house Corporation to Tamil nadu Society Building in Pattanamkathan Panchayat
2026_RDTN_652617_1
A2/7196/2025-MDM- SFC - Pattanamkathan
Open Tender
Civil Works
Block Development Office, Mandapam
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹45,530
Yes
17 Mar 2026
7 Feb 2026
11 Feb 2026
7 Feb 2026
11 Feb 2026
7 Feb 2026
Upgradation to the road from Tamil nadu ware house Corporation to Tamil nadu Society Building in Pattanamkathan Panchayat
Clearing the Light Jungle without uprooting including all Labour charges
Earthwork in all soils except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 metre deploying earth moving machineries and tippers including benching, formation fo bunds, breaking clods, sectioning etc., compelte.
Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, water and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire and fuel charges for power roller, water sprinkler and all other incdidental charges such as traffic barricading and providing danger lights etc., complete.
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.
Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all
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) .
Construction of subgrade for 300mm depth by using picked material obtained from the existing surface by mechanical means and then adding 50% of defict materials by using carted earth obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.( subgrade using U.S.gravel)
BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm 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
Provision for Road Marking With That Applied Thermo Plastic Compound etc
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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