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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.2 LAccepted-AOC 3 24 SOUTH STREET ORAKKADU VILLAGE ORAKKADU POST ORAKKADU TAMIL NADU 607103 | ORAKKADU | CUDDALORE | TAMIL NADU | 607103 | ₹45.2 L | L1 | Accepted-AOC L1 accepted |
| 2 | L2₹45.7 LRejected-AOC NO 33 PILLAYAR KOIL ST PULIYAMBEDU CHENNAI 77 | CHENNAI | ₹45.7 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | M/s. PCN CONSTRUCTIONS L1 | M/s. New Mohana Constructions L2 |
|---|---|---|---|---|---|
| 1.00PROVIDING CEMENT CONCRETE IN GNT ROAD TO MARUTHUPANDI NAGAR ROAD AT NALLUR PANCHAYAT R-89 (VPR) | |||||
| 2.00Earth work excavation and depositing on bank with in initial lead including cost of conveyance etc,..completed | |||||
| 3.00 | Km 0/0-0/500 | 157.5 | cum | 131.5 ₹20,711.25 | 150 ₹23,625 |
| 4.00Cement Concrete 1:4:8 ( One Cement Five sand and Ten Hard Broken stone) using 40 mm gauge Hard Broken Granite stone jelly for foundation including cost and conveyance of materials to site and labour charges for laying, watering and compacting etc. completed | |||||
| 5.00 | Km 0/0-0/500 | 30 | cum | 5,758.5 ₹1.7 L | 5,800 ₹1.7 L |
| 6.00Plain Cement Concrete 1:3:6 (one cement, two M.Sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers. | |||||
| 7.00 | Km 0/0-0/500 | 51.75 | cum | 6,028.5 ₹3.1 L | 6,150 ₹3.2 L |
| 8.00Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) 250 mm thick, 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 Soil Compactor to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as pwe clause 406 of MORTH Rev-5 | |||||
| 9.00 | Km 0/0-0/500 | 252.5 | cum | 2,885.5 ₹7.3 L | 2,900 ₹7.3 L |
| 10.00Construction 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 | |||||
Tender Value
₹46.0 L
EMD Value
₹47,000
Closing Date
27 Feb 2026, 3:00 pmClosed
Project Director
DRDA, Tiruvallur
PProviding Cement Concrete from GNT road to Maruthupandi nagar road in Nallur Panchayat SVM Block pack 01
2026_RDTN_662212_1
1815/2025/A7 Dt.19.02.2026
Open Tender
Civil Works
120 days
Sholavaram
as per eligible criteria
5 documents required · 5 mandatory
₹0
₹47,000
Yes
13 Mar 2026
20 Feb 2026
27 Feb 2026
20 Feb 2026
27 Feb 2026
21 Feb 2026
PROVIDING CEMENT CONCRETE IN GNT ROAD TO MARUTHUPANDI NAGAR ROAD AT NALLUR PANCHAYAT R-89 (VPR)
Earth work excavation and depositing on bank with in initial lead including cost of conveyance etc,..completed
Cement Concrete 1:4:8 ( One Cement Five sand and Ten Hard Broken stone) using 40 mm gauge Hard Broken Granite stone jelly for foundation including cost and conveyance of materials to site and labour charges for laying, watering and compacting etc. completed
Plain Cement Concrete 1:3:6 (one cement, two M.Sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.
Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) 250 mm thick, 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 Soil Compactor to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as pwe clause 406 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
Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid)
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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