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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAccepted-AOC NO 38 MOOGAMBIGAI NAGAR REDHILS ROAD PONNERI TALUK 601204 | PONNERI | TIRUVALLUR | TAMIL NADU | 601204 | ₹2.5 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹2.6 CrRejected-AOC NO 7 MUTHAMIZ STREET AAM NAGAR DV PURAM PONNERI TALUK TIRUVALLUR 601204 | PONNERI | TIRUVALLUR | TAMIL NADU | 601204 | ₹2.6 Cr | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Disqualifed |
| Sl No | Description | Qty | Unit | V KUMAR L2 | M/s.GOWTHAM ENTERPRISES L1 |
|---|---|---|---|---|---|
| 1.00STRENGTHENING OF BT ROAD @ ELIYAMBEDU TO KANAGAMBAKKAM ROAD @ ELIYAMBEDU PANCAHYAT IN MINJUR PANCHAYAT UNION (0/0 - 3/600) R-58(PUR) in Minjur 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 - 3/600 | 4,779 | Sq.m | 6.7 ₹32,019.30 | 6.25 ₹29,868.75 |
| 4.00Picking BT Surface Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4 | |||||
| 5.00 | Km 0/0 - 3/600 | 4,425 | Sq.m | 25 ₹1.1 L | 23.25 ₹1.0 L |
| 6.00Earth 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 as per 20A | |||||
| 7.00 | Km 0/0 - 3/600 | 2,867.4 | Cum | 147 ₹4.2 L | 140.25 ₹4.0 L |
| 8.00Gravel Shoulders Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS | |||||
| 9.00 | Km 0/0 - 1/00 | 225 | Cum | 1,019 ₹2.3 L | 970.6 ₹2.2 L |
| 10.00 | Km 1/0 - 2/00 | 211.5 | Cum | 1,029 ₹2.2 L | 980.2 ₹2.1 L |
Tender Value
₹2.6 Cr
EMD Value
₹2.5 L
Closing Date
20 Feb 2026, 3:00 pmClosed
Project Director
DRDA, Tiruvallur
Strengthening of BT road from Eliyambedu to Kanagambakkam at Eliyambedu MJR Block Pack 05
2026_RDTN_655959_1
0618/2026/A7 Dt.11.02.2026
Open Tender
Civil Works
180 days
Minjur
as per eligible criteria
5 documents required · 5 mandatory
₹0
₹2.5 L
Yes
10 Mar 2026
13 Feb 2026
20 Feb 2026
13 Feb 2026
20 Feb 2026
14 Feb 2026
STRENGTHENING OF BT ROAD @ ELIYAMBEDU TO KANAGAMBAKKAM ROAD @ ELIYAMBEDU PANCAHYAT IN MINJUR PANCHAYAT UNION (0/0 - 3/600) R-58(PUR) in Minjur 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 BT Surface Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4
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 as per 20A
Gravel Shoulders Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS
Laying of Wet Mix Macadam(WMM) 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 PRIME COAT overWMB/WMMsurfaceat 7.00Kg ofSS-1BitumenEmulsion/10sq.mincluding labour for spraying, hire charges for bitumen sprayer etc., Complete
Applying TACKCOAT over Primed WMMsurfaceat2.5KgofRS-1BitumenEmulsion/10sq.mincluding labour for spraying, hire charges for bitumen sprayer etc. complete
Bituminous macadam 50mm Thick Providing and laying 50mm Compacted thick Bituminous macadam using 26.50-11.2mm graded metal and 0.10 cum of 13.20-2.36mm grade metal with 37.00kgs of VG30/VG40 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 asper clause 507 of MORTH Rev-5
Providing and laying Bituminous Concrete 25/30/40mm Thick (Grade-II) Using VG30 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 50.3 kgs of VG30 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 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
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified ) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 CH: 1/940
Providing and fixing of Sign Board
Road Marking/ Road Stud with lens reflector
Provision for KM Stone
Provision for HM Stone
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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