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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹52.4 LAdmitted-Finance 1035 A 2ND FLOOR J V STREET SUDHAKAR NAGAR VILUPPURAM | L1 | Admitted-Finance | |
| 2 | L2₹52.6 L+₹26,307.75 (0.50%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹52.9 L+₹49,480.50 (0.94%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹54.2 L+₹1.8 L (3.52%)Admitted-Finance | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | JAISHANTHI AND CO L3 | NR INFRA L2 | HARI CONSTRUCTION L4 | DEVAKI CONSTRUCTIONS L1 |
|---|---|---|---|---|---|---|---|
| 1.01Upgradation of Stalin Nagar to Kottapakkathuveli raod 0/0 - 0/9 | |||||||
| 1.02 | Clearing the scrub jungles including all labour charges for burning or burrying etc complete. | 1,512 | Cum | 5 ₹7,560 Lowest | 6 ₹9,072 | 10 ₹15,120 | 5 ₹7,560 Lowest |
| 1.03 | Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20A including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring | 972 | Cum | 140.35 ₹1,36,420.2 | 140 ₹1,36,080 Lowest | 250 ₹2,43,000 | 140 ₹1,36,080 Lowest |
| 1.04 | Laying US GRAVEL including cost and conveyance and stacking at site to departmental gauge for taking pre measurements by departmental officers and including labour charges for spreading the gravel as per standard specification etc. complete. | 324 | Cum | 621.57 ₹2,01,388.68 | 618 ₹2,00,232 | 621.57 ₹2,01,388.68 | 615 ₹1,99,260 Lowest |
| 1.05 | Collection and supply of carted earth from approved quarry an average lead 1km includng cost and conveyance of all materials to site and labour charges etc., | 4,263.35 | Cum | 147.44 ₹6,28,588.32 | 147 ₹6,26,712.45 Lowest | 147.44 ₹6,28,588.32 | 147 ₹6,26,712.45 Lowest |
| 1.06 | Constructon of granular sub-base by providing close graded Material. Mixing in amechanical mix plant at OMC, carriage of mixed Material to work site, spreading in unifrm layers with motor grader on prepared surface and compacting with vibratory soil compactor to achieve the desired density, complete as per clause 401 | 162 | Cum | 2,806.9 ₹4,54,717.8 | 2,805 ₹4,54,410 | 2,806.9 ₹4,54,717.8 | 2,800 ₹4,53,600 Lowest |
| 1.07 | 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. | 506.25 | Cum | 2,915.89 ₹14,76,169.31 | 2,909 ₹14,72,681.25 | 2,915.89 ₹14,76,169.31 | 2,900 ₹14,68,125 Lowest |
| 1.08 | 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. | 3,375 | Cum | 86.61 ₹2,92,308.75 | 86.5 ₹2,91,937.5 | 86.61 ₹2,92,308.75 | 85 ₹2,86,875 Lowest |
| 1.09 | 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 other incidental charges etc., | 3,375 | Cum | 20.28 ₹68,445 | 20 ₹67,500 Lowest | 20.28 ₹68,445 | 20 ₹67,500 Lowest |
| 1.10 | 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 | 84.38 | Cum | 12,203.93 ₹10,29,767.61 | 12,100 ₹10,20,998 | 12,203.93 ₹10,29,767.61 | 12,000 ₹10,12,560 Lowest |
Tender Value
₹53.7 L
EMD Value
₹54,000
Closing Date
9 Mar 2026, 3:00 pmClosed
The Additional Collector
DRDA, Viluppuram
TNVPM/MGSMTSavings-3/01
2026_RDTN_669895_1
TNVPM/MGSMTSavings-3
Open Tender
Civil Works
Works
180 days
Viluppuram District
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹54,000
Yes
24 Jul 2026
3 Mar 2026
9 Mar 2026
3 Mar 2026
9 Mar 2026
3 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | Upgradation of Stalin Nagar to Kottapakkathuveli raod 0/0 - 0/9 | - | - | - | - |
| 1.02 | Clearing the scrub jungles including all labour charges for burning or burrying etc complete. | 1,512 | Cum | - | - |
| 1.03 | Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20A including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring | 972 | Cum | 1 | ₹971.9 |
| 1.04 | Laying US GRAVEL including cost and conveyance and stacking at site to departmental gauge for taking pre measurements by departmental officers and including labour charges for spreading the gravel as per standard specification etc. complete. | 324 | Cum | - | - |
| 1.05 | Collection and supply of carted earth from approved quarry an average lead 1km includng cost and conveyance of all materials to site and labour charges etc., | 4,263.35 | Cum | 1 | ₹4,262.92 |
| 1.06 | Constructon of granular sub-base by providing close graded Material. Mixing in amechanical mix plant at OMC, carriage of mixed Material to work site, spreading in unifrm layers with motor grader on prepared surface and compacting with vibratory soil compactor to achieve the desired density, complete as per clause 401 | 162 | Cum | - | - |
| 1.07 | 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. | 506.25 | Cum | 1 | ₹506.2 |
| 1.08 | 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. | 3,375 | Cum | 1 | ₹3,374.66 |
| 1.09 | 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 other incidental charges etc., | 3,375 | Cum | - | - |
| 1.1 | 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 | 84.38 | Cum | - | - |
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