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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.1 LAccepted-AOC NO 33 BAJANAI KOVIL STREET PERANAMPAKKAM SEMMIYAMANGALAM CHETPET TALUK TIRUVANNAMALAI DISTRICT 606 904 | SEMMIYAMANGALAM | TIRUVANNAMALAI | TAMIL NADU | 606904 | ₹46.1 L | L1 | Accepted-AOC LER |
| 2 | L2₹46.1 LRejected-Finance | ₹46.1 L | L2 | Rejected-Finance AER |
| Sl No | Description | Qty | Unit | Rishika Construction L1 | Kothanya Construction L2 |
|---|---|---|---|---|---|
| 1.00Part I : Improvement of the Road from Narayanamangalam Murugar Koil Road Km 0/0 - 0/6 R-176 | |||||
| 1.01 | 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 1 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 | 212.85 | Cum | 7,092.5 ₹15.1 L | 7,102.5 ₹15.1 L |
| 1.02 | Provision for Name Board | 1 | No. | 17,500 ₹17,500 | 17,500 ₹17,500 |
| 2.00Part II : Improvement of the Road from Anamaruthai Village BG Road Km 0/0 - 0/400 R - 310 | |||||
| 2.01Provision for Cement Concrete Pavement @ Ch: 0/00 - 0/400 | |||||
| 2.02 | Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation. | 96 | Cum | 131.89 ₹12,661.44 | 131.89 ₹12,661.44 |
| 2.03 | Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete | 144 | Cum | 5,435 ₹7.8 L | 5,440 ₹7.8 L |
| 2.04 | Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for RCC column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc | 540 | Cum | 360 ₹1.9 L | 360 ₹1.9 L |
| 2.05 | cement morter 1:2:4 mix using 20mm ISS (Using m sand )including cost and 2 conveyance of all material to site and all labour charges for mixing laying, and curing etc complete for 10 cum | 162 | Cum | 6,741.36 ₹10.9 L | 6,741.36 ₹10.9 L |
| 2.06 | Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications | 133 | Cum | 224.32 ₹29,834.56 | 224.32 ₹29,834.56 |
Updated dates
Tender Value
₹46.9 L
EMD Value
₹46,900
Closing Date
3 Mar 2026, 3:00 pmClosed
The Project Director, DRDA, Tiiruvannamalai
DRDA, Tiruvannamalai
Improvement of Roads 2 Nos. Package No. TVM/2025-26/346 Peranamallur Block under Mudalvarin Grama Salaigal Membattu Thittam 2025-26 under Capital Grant Fund Component of State Finance Commission Grants 2026-27
2026_RDTN_659862_1
No. A11/0800/2026 Dt.14.02.2026 346
Open Tender
Civil Works - Roads
180 days
Peranamallur
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹46,900
13 Mar 2026
18 Feb 2026
3 Mar 2026
18 Feb 2026
3 Mar 2026
18 Feb 2026
Part I : Improvement of the Road from Narayanamangalam Murugar Koil Road Km 0/0 - 0/6 R-176
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 1 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
Provision for Name Board
Part II : Improvement of the Road from Anamaruthai Village BG Road Km 0/0 - 0/400 R - 310
Provision for Cement Concrete Pavement @ Ch: 0/00 - 0/400
Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.
Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete
Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for RCC column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc
cement morter 1:2:4 mix using 20mm ISS (Using m sand )including cost and 2 conveyance of all material to site and all labour charges for mixing laying, and curing etc complete for 10 cum
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications
Provision for 1 Nos. Retaining Wall CH 0/210
Earth work Excavation and deposting on bank with in initial lead of 10 m and initial lift
Cement concrete 1:4:8 mix using 40mm 155 metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete
Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all
Supplying and erecting centring for sides and suffits including supports and structing upto 3.29m height for plane surface in all cross bracting using MS sheets of size 90 x 60cm and 3 10kg stiffened with angle of size 25 x 25 x 3mm for boarding laid over silver oak joists os size 10 x 6.5mm at about 90cm C/C and supported by casuring props of 10cm 13cm dia at C/C etc., complete
Provision for Hectometer Stone
Provision for Name Board
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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