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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹64.7 LAccepted-AOC NOT SPECIFIED | ₹64.7 L | L1 | Accepted-AOC LER |
| 2 | L2₹64.7 LRejected-Finance | ₹64.7 L | L2 | Rejected-Finance AER |
| Sl No | Description | Qty | Unit | JCK Constructions L1 | KMV Constructions L2 |
|---|---|---|---|---|---|
| 1.00Thandappanthangal Road Km 0/0 - 3/160 (R21) | |||||
| 1.01 | 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. | 2,844 | Sqm | 6.32 ₹17,974.08 | 6.4 ₹18,201.60 |
| 1.02 | Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A | 1,706.4 | Sqm | 141 ₹2.4 L | 141 ₹2.4 L |
| 1.03 | Picking old metalled / B.T surface upto 10 Cm thick as directed by the Departmental Officers | 558.33 | Sqm | 23.3 ₹13,009.09 | 23 ₹12,841.59 |
| 1.04Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering 2 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 | |||||
| 1.05 | Km 0/0 - 1/0 | 90 | Cum | 435 ₹39,150 | 435 ₹39,150 |
| 1.06 | Km 1/0 - 2/0 | 90 | Cum | 448.85 ₹40,396.50 | 449 ₹40,410 |
| 1.07 | Km 2/0 - 3/0 | 90 | Cum | 458.7 ₹41,283 | 462 ₹41,580 |
| 1.08 | Km 3/0 - 3/160 | 14.4 | Cum | 470.08 ₹6,769.15 | 474 ₹6,825.60 |
| 1.09 | 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. | 251.25 | Cum | 2,336 ₹5.9 L | 2,345 ₹5.9 L |
Updated dates
Tender Value
₹65.8 L
EMD Value
₹65,800
Closing Date
20 Feb 2026, 3:00 pmClosed
Project Director, DRDA
DRDA, Collectorate, Vengikkal, Tiruvannamalai
Renewal of Rural road in Vembakkam Block of Tiruvannamalai District Package No.TVM/2025-26/245 under Rural Road Maintenance 2025-2026
2026_RDTN_651467_1
No. A11/5764/2025 Date.05.02.2026 245
Open Tender
Civil Works - Roads
120 days
Vembakkam
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹65,800
13 Mar 2026
5 Feb 2026
20 Feb 2026
5 Feb 2026
20 Feb 2026
5 Feb 2026
Thandappanthangal Road Km 0/0 - 3/160 (R21)
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.
Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A
Picking old metalled / B.T surface upto 10 Cm thick as directed by the Departmental Officers
Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering 2 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
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.
Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.
Applying tack coat over WBM surface (not treated with primer) using 3Kg 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 per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification.
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
Road marking with hot applied thermoplastic compound with reflectorising glass beads on bituminous surface etc.,
Provision for Hectometer Stone
Provision for Kilometer Stone
Provision for 60 Cm equilateral triangular cautionary sign board
Provision for Retro reflection sign board - Circular 60 CM
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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