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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAccepted-AOC NO 50 104 JAYALAKASHMAI COMPLEX 1ST FLOOR PERIYAPALAYAM ROAD JANAPANCHATRAM CHENNAI 600 067 | CHENNAI | THIRUVALLUR | TAMIL NADU | 600067 | ₹2.0 Cr | L1 | Accepted-AOC L1 accepted |
| 2 | L2₹2.0 CrRejected-AOC CHENNAI CIRCLE CHENNAI 6 | CHENNAI | TAMIL NADU | 600001 | ₹2.0 Cr | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical ASANAPUDUR VILLAGE PERUMBEDU POST PONNERI 601204 | THIRUVALLUR | TAMIL NADU | 601204 | - | - | Rejected-Technical Disqualifed |
| 4 | Rejected-Technical | - | - | Rejected-Technical Disqualified |
| Sl No | Description | Qty | Unit | M/S VINAYAGA CONSTRUCTIONS L1 | SRI MASILAMANI CONSTRUCTIONS L2 |
|---|---|---|---|---|---|
| 1.00Strengthening of BT road from Morai bus stand to Lakshmi nagar @ Morai Panchayat km 0/0-1/820 (R-57-VPR) in Villivakkam Block | |||||
| 2.00Clearing 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. | |||||
| 3.00 | KM 0/0-1/820 | 2,547 | sqm | 6.3 ₹16,046.10 | 7 ₹17,829 |
| 4.00Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m | |||||
| 5.00 | KM 0/0-1/820 | 1,025 | sqm | 23.3 ₹23,882.50 | 25 ₹25,625 |
| 6.00Earth 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 | |||||
| 7.00 | Km 0/0-1/00 | 486 | cum | 140 ₹68,040 | 145 ₹70,470 |
| 8.00 | Km 1/0-1/820 | 442.8 | cum | 140 ₹61,992 | 145 ₹64,206 |
| 9.00Construction Of Granular Sub base by Providing close graded material mixing in mechanical mix plant at OMC , carriage of mixed material to work site spreading in uniform layers with motor grader on prepared surface and compacting with vibratory soil compactor to acheive the desired density complete as per clause 401 | |||||
| 10.00 | Km 0/0-1/00 | 315 | cum | 2,817 ₹8.9 L | 2,825 ₹8.9 L |
Tender Value
₹2.1 Cr
EMD Value
₹2.0 L
Closing Date
20 Feb 2026, 3:00 pmClosed
Project Director/Joint Director
DRDA Tiruvallur
Strengthening of BT road from Morai bus stand to Lakshmi nagar Morai Panchayat km in Villivakkam Block under NABARD 2026-27 Pac.10
2026_RDTN_657436_1
618/2026/A7 Dt.11.02.2026
Open Tender
Civil Works
180 days
Villivakkam Block
Refer Tender document
5 documents required · 5 mandatory
₹0
₹2.0 L
Yes
10 Mar 2026
14 Feb 2026
20 Feb 2026
14 Feb 2026
20 Feb 2026
14 Feb 2026
Strengthening of BT road from Morai bus stand to Lakshmi nagar @ Morai Panchayat km 0/0-1/820 (R-57-VPR) in Villivakkam Block
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.
Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m
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
Construction Of Granular Sub base by Providing close graded material mixing in mechanical mix plant at OMC , carriage of mixed material to work site spreading in uniform layers with motor grader on prepared surface and compacting with vibratory soil compactor to acheive the desired density complete as per clause 401
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 other incidental charges etc.,
Providing and laying 50mm Compacted thick Bituminous macadam using 0.20cum of 26.50-13.2mm,0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5
Providing and laying Bituminous Concrete to 25/30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.03 kgs of VG30 bitumen and of Waste Plastic for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying 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 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5
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
Providing and fixing sign board
Road Marker /Road stud with lens Reflector
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
Ordinar Kilometer Stone (Precast)
200 m stone (precast)
Routine Maintenance after completion of work the road sufrace and shoulder to be maintained in proper condition to make them free from excessive edge drop offs, roughness, scouring and pot holes and cleaning of surface drain including culverts for frre flow of water. Relettering name boards and K.M & H.M stone and other maintenance operation required to keep the road traffic worthly at all the time for the maintenance period for the following years. As per General condition of contract para 32.2.2
For 1st Year
For 2nd Year
For 3rd Year
For 4th Year
For 5th Year
GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
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