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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.9 LAccepted-AOC | ₹20.9 L | L1 | Accepted-AOC LOW RATE QUOTED |
| 2 | L2₹21.3 LRejected-Finance | ₹21.3 L | L2 | Rejected-Finance High Rate Quoted |
| Sl No | Description | Qty | Unit | M.Vijaya Contractor L1 | N VENKATESAN L2 |
|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing land including uprooving wild vegetation, grass, bushes, scrubs, saplings and trees of girths upto 300mm, removal of stubms of such trees cut earlie and disposal of unserviceable material and stacking of services mareials 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
K.m.0/0-0/632 | 796.32 | m2 | 6.3 ₹5,016.82 | 7 ₹5,574.24 |
| 2.00 | Picking old Metalled / BT Surface upto 10cm thick as directed by the departmentL Officers
K.m.0/0-0/632 | 691.25 | m2 | 23.2 ₹16,037 | 25 ₹17,281.25 |
| 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 and other item which may be necessary or convenient to the
succesful completion of the excavation in a compacted condition a quality of
materials not exceeding the amount of excavation including all machinery
charges for T&P employed etc., complete for cutting side drains and forming
berms as per standard specifications.
Km.0/0-0/632 | 497.7 | m3 | 131.6 ₹65,497.32 | 132 ₹65,696.40 |
| 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 and hire fuel charges for powerroller, watersprinkler
and all other incidental charges such as traffic barricading and providing
dangerlights etc. comp for base-course and side berms Km.0/0-0/632 | 149.31 | m3 | 647.8 ₹96,723.02 | 650 ₹97,051.50 |
| 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 chargesetc., complete.
Km.0/0-0/632 | 259.22 | m2 | 2,442.1 ₹6.3 L | 2,500 ₹6.5 L |
| 6.00 | Applying tack coat over Un Primed WMB/ WMM surface at 7Kg of SS-1 per 10Sqm. area including cost of bituminous binder at the site including labour charges for preparing the surface and applying the required quantity of bituminous binder as tack coat including hire charges and fuel charges for bitumen boiler and all other tools and plants employed etc., complete as per clause 503 of MOST specification.
Km.0/0-0/632 | 2,073.75 | m2 | 85 ₹1.8 L | 90 ₹1.9 L |
| 7.00 | Applying tack coat over Primed WMB/ WMM surface at 2.5Kg/10 Sqm. area including cost of bituminous binder at the site including labour charges forpreparing the surface and applying the required quantity of bituminous binder as tack coat including hire charges and fuel charges for bitumen boiler and all other tools and plants employed etc., complete as per clause 503 of MOST specification. | 2,073.75 | m2 | 19.7 ₹40,852.88 | 20 ₹41,475 |
| 8.00 | Providing and laying Bituminious concrete to 30mm 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 30mm with mechanical paver to the specified grades and cross sections and consolidated
Km.0/0-0/632 | 51.84 | m3 | 11,990.4 ₹6.2 L | 12,000 ₹6.2 L |
| 9.00 | Road Marking | 110.6 | No | 890 ₹98,434 | 900 ₹99,540 |
| 10.00 | Provision for Name Board | 1 | No | 4,500 ₹4,500 | 5,000 ₹5,000 |
Updated dates
Tender Value
₹21 L
EMD Value
₹21,000
Closing Date
7 Jan 2026, 4:20 pmClosed
BLOCK DEVELOPMENT OFFICER
BLOCK DEVELOPMENT OFFICE
Strengthening of Road from Sirungattur Colony (R-29) - 0/0-0/632KM in Arumparuthi
2025_RDTN_638046_1
A6/565/25-ARUMPARUTHI ROAD
Open Tender
Civil Works
90 days
BLOCK DEVELOPMENT OFFICE
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹21,000
7 Mar 2026
2 Jan 2026
7 Jan 2026
2 Jan 2026
7 Jan 2026
2 Jan 2026
Amount
Clearing and grubbing land including uprooving wild vegetation, grass, bushes, scrubs, saplings and trees of girths upto 300mm, removal of stubms of such trees cut earlie and disposal of unserviceable material and stacking of services mareials 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 K.m.0/0-0/632
Picking old Metalled / BT Surface upto 10cm thick as directed by the departmentL Officers K.m.0/0-0/632
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 and other item which may be necessary or convenient to the succesful completion of the excavation in a compacted condition a quality of materials not exceeding the amount of excavation including all machinery charges for T&P employed etc., complete for cutting side drains and forming berms as per standard specifications. Km.0/0-0/632
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 and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms Km.0/0-0/632
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 chargesetc., complete. Km.0/0-0/632
Applying tack coat over Un Primed WMB/ WMM surface at 7Kg of SS-1 per 10Sqm. area including cost of bituminous binder at the site including labour charges for preparing the surface and applying the required quantity of bituminous binder as tack coat including hire charges and fuel charges for bitumen boiler and all other tools and plants employed etc., complete as per clause 503 of MOST specification. Km.0/0-0/632
Applying tack coat over Primed WMB/ WMM surface at 2.5Kg/10 Sqm. area including cost of bituminous binder at the site including labour charges forpreparing the surface and applying the required quantity of bituminous binder as tack coat including hire charges and fuel charges for bitumen boiler and all other tools and plants employed etc., complete as per clause 503 of MOST specification.
Providing and laying Bituminious concrete to 30mm 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 30mm with mechanical paver to the specified grades and cross sections and consolidated Km.0/0-0/632
Road Marking
Provision for Name Board
Providing HM Stones (0.75*0.23*0.10)
N VENKATESAN (BID ID -1555343)
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