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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.6 LAccepted-AOC | L1 | Accepted-AOC L1 tenderer | |
| 2 | L2₹27.7 L+₹1.1 L (3.99%)Rejected-Finance | L2 | Rejected-Finance L2 Tenderer |
Tender Value
₹27.1 L
EMD Value
₹28,000
Closing Date
6 Mar 2024, 3:00 pmClosed
The Project Director, DRDA, Kancheepuram
O/o Project Director,DRDA,Kancheepuram
Strengthening of Madhuramangalam Thamarai Kulam Road Km 0/0 - 0/510 (R-195) at Maduramangalam Panchayat in Sriperumbudur Union of Kancheepuram District at Pkg No.TNKPM 09/2023-24 (SDRF) under NEM -2023 (Michaung Cyclone - Flood Damaged Roads Perman
2024_RDTN_432496_1
R.C No. 3803/2023/A15, Dated.22.02.2024
Open Tender
Civil Works - Roads
Item Wise
180 days
DRDA
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹28,000
O/o Project Director,DRDA,Kancheepuram
20 Mar 2024
1 Mar 2024
6 Mar 2024
1 Mar 2024
6 Mar 2024
1 Mar 2024
4 Mar 2024
Amount
Strengthening of Madhuramangalam Thamarai Kulam Road Km 0/0 - 0/510 (R-195) at Maduramangalam Panchayat in Sriperumbudur Panchayat Union Pavement Cost in Rs.27.15 Lakhs
Clearing the Scrub jungle including all labour charges for burying and burning etc., Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, scrubs, saplings and trees of girths up to 300mm, removal of stumps of such trees cut Earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, up to a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. complete
Picking the worn out Bt surface inlcuding all other labour charges etc complete
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 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 & laying spreading & Compacting graded stone aggeragate to wet mix macadam specification including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with paver in Sunbase/base course on well prepared surface & compacting with vibratory roller to achieve the desired as per MORT & H specification 406 IV Revision
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.
Applying tack coat over the WMM surface using with 2.50 Kg -Emulsion bitumen binder 2.50 kg/10 Sq.M., Including cost & conveyance of all Materials and all Labour charges
Providing and laying 50MM consolidated thickness of Bituminous Macadam using graded metal using Bitumen 60/70 grade including cost and conveyance and all other labour charges etc complete as per clause 504 of MOST specification
BC 30 mm Thick (Grade-II) Using VG30 Bitumen and Plastic Waste Providing and laying Bituminous Concrete to 30mm 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 47.28kgs of VG30 bitumen and 3.02Kgs 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 power roller, water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc. comp for base-course and side berms inlcuding all other labour charges etc complete
Road Marking with hot applied thermoplastic Compound with Reflectorising Glass Beads on Bituminous surface
Provision for HM Stone etc complete
Provision for 60cm Equilateral Triangle cautionary signboard
Provision for Retro reflection Board
Provision for Cost of reflectors
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for overall quoted amount 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)
MRP Infratech Private Limited
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