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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.5 LAccepted-AOC TIRUVANNAMALAI TAMIL NADU | NAMAKKAL | TAMIL NADU | 621215 | ₹11.5 L | L1 | Accepted-AOC Lowest Value |
| 2 | L2₹11.6 LRejected-Finance TIRUVANNAMALAI TAMIL NADU | THENI | TAMIL NADU | 625203 | ₹11.6 L | L2 | Rejected-Finance Highest Value |
| Sl No | Description | Qty | Unit | VEDDIYAPPAN CONSTRUCTION L2 | HARI KRISHNAN CONSTRUTION L1 |
|---|---|---|---|---|---|
| 1.00Stengthening of BT Road @ Puthirampattu Godown Road in Puthupalayam Panchayat | |||||
| 1.01BT Road | |||||
| 1.02 | 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. | 576 | sqm | 6.5 ₹3,744 | 6 ₹3,456 |
| 1.03 | arth 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. | 144 | Cu.m | 141 ₹20,304 | 140 ₹20,160 |
| 1.04 | Collection and supply of Girrty gravel for side berms and labour charges for filling etc complete | 108 | Cu.m | 368 ₹39,744 | 367 ₹39,636 |
| 1.05 | Picking old metalled / BT surface upto 10cm thick as directed by the departmental officers | 396 | Cu.m | 23.5 ₹9,306 | 23 ₹9,108 |
| 1.06 | 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. | 180 | Cu.m | 2,405 ₹4.3 L | 2,400 ₹4.3 L |
| 1.07 | Providing and Applying Prime Coat With Bituman emulsion (SS-1) on Prepared Surface of Granular Base Including Cleaning of Road Surface and Spraying primer at the rate of 0.70 kg/sqm using mechanical means as per MORD Technical Specification Clause 502. | 1,200 | sqm | 86 ₹1.0 L | 85 ₹1.0 L |
| 1.08 | Providing and Applying Tack Coat With Bituman emulsion (RS-1) using emulsion distributor at the rate of 0.25 kg/sqm on the Prepared Granular surface treated with prime & cleaned with prime & cleaned with Hydraulic brooms as per MORD Technical Specification Clause 502. | 1,200 | Cu.m | 21 ₹25,200 | 19 ₹22,800 |
| 1.09 | 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 | Cu.m | 10,908 ₹3.3 L | 10,900 ₹3.3 L |
Tender Value
₹11.7 L
EMD Value
₹11,710
Closing Date
3 Mar 2026, 3:00 pmClosed
Block Development Officer B.P, Polur
Block Development Office, Polur
Strengthening of BT Road at Puthirampattu Godown Road in Pudupalayam Panchayat, Polur Block, Tiruvannamalai District
2026_RDTN_665318_2
A2/112/2026
Open Tender
Civil Works
Block Development Office, Polur
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹11,710
10 Mar 2026
2 Mar 2026
3 Mar 2026
2 Mar 2026
3 Mar 2026
2 Mar 2026
Stengthening of BT Road @ Puthirampattu Godown Road in Puthupalayam Panchayat
BT Road
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.
arth 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.
Collection and supply of Girrty gravel for side berms and labour charges for filling etc complete
Picking old metalled / BT surface upto 10cm thick as directed by the departmental officers
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 Applying Prime Coat With Bituman emulsion (SS-1) on Prepared Surface of Granular Base Including Cleaning of Road Surface and Spraying primer at the rate of 0.70 kg/sqm using mechanical means as per MORD Technical Specification Clause 502.
Providing and Applying Tack Coat With Bituman emulsion (RS-1) using emulsion distributor at the rate of 0.25 kg/sqm on the Prepared Granular surface treated with prime & cleaned with prime & cleaned with Hydraulic brooms as per MORD Technical Specification Clause 502.
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
Name board 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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