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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹25.6 L+₹2,523.97 (0.10%)Rejected-AOC | L2 | Rejected-AOC L2 |
Tender Value
₹26.8 L
EMD Value
₹27,000
Closing Date
16 May 2025, 3:00 pmClosed
Project Director/Joint Director
DRDA Tiruvallur
Strenthening of BT road at Pillaiyar Koil road in Padiyanallur Panchayat in Sholavaram Block under MGSMT 2025-26 Pac.32
2025_RDTN_552793_1
DIPR/1714/Tender/2025
Open Tender
Civil Works - Roads
Item Rate
180 days
Sholavaram Block
Refer Tender Document
5 documents required · 5 mandatory
₹0
₹27,000
Yes
DRDA Tiruvallur
26 Jun 2025
30 Apr 2025
16 May 2025
30 Apr 2025
16 May 2025
6 May 2025
6 May 2025
Amount
1. STRENGTHENING OF CC ROAD AT PILLAIYAR KOIL ROAD IN PADIYANALLUR PANCHAYAT KM 0/000-0/515
Scarifying the existing bituminious road surface to a depth of 50mm and disposal of scarified materials with a lift upto 3m and lead upto 1000m as per technical specficiation clause
Collection and supply of gritty gravel from approved quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc., completed for Shoulders
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .
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.
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
Providing and fixing sign board
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)
ROOPAVATHIAMMAL ENTERPRISES (BID ID -1341468)
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