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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.5 LAccepted-AOC | L1 | Accepted-AOC L1 Tenderer | |
| 2 | L2₹36.5 L+₹9,267.72 (0.25%)Rejected-Finance | L2 | Rejected-Finance L2 tenderer |
Tender Value
₹36.9 L
EMD Value
₹37,000
Closing Date
21 Jan 2025, 3:00 pmClosed
The Additional Collector(D.) DRDA Chengalpattu
O/o The Additional Collector(D.) DRDA Chengalpattu
Strengthening of Thazhambur The School KFI approach road branching at 2.450km of Navalur to Thazhambur road at Thazhambur Panchayat in Thiruporur Block of Chengalpattu District having PKG No.21 Under MGSMT 2024 25
2025_RDTN_516610_1
Rc.No.2265/2024/A9, dt. 30.12.2024
Open Tender
Civil Works - Roads
Item Rate
180 days
Thiruporur
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹37,000
O/o The Additional Collector(D.) DRDA Chengalpattu
5 Mar 2025
6 Jan 2025
21 Jan 2025
6 Jan 2025
21 Jan 2025
6 Jan 2025
9 Jan 2025
Amount
Providing and laying Bituminous Macadam with Central Hot Mix Plant 20-30T capacity, using crushed aggregates of grading as per table 500.4 premixed with bituminous binder , transported to site upto lead of 1000m laid over a previously prepared surface with paver finisher to the required grade,level and alignment and rolled to achieve the desired compaction as per Technical specification clause.504 including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc. using plastic waste
Providing, Laying, tack coat over WMM surface using 3 kgs of emusion for 10sqm.area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat by bitumen sprayer etc., complete as per clause 50. of MOST specification.
BITUMINOUS CONCRETE 30mm THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 25mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying 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 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-301 CMP with bitumen boiler, tipper trucks, paver finisher/9m paver finisher, vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc.. complete as per specification using CMP as per clauses 504 of MORTH Part-5
Road Marking with Hot applied Thermoplastic compound with Reflectorising Glass beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @250gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level uniform and free form streaks and holes etc complete as per MORT&H specification no.803
Road Marker/ Road stud with lens Reflector Providing and fixing reflective road studs of 'Category A' raised pavement markers made out of poly carbonate/ methyl methercrylate/ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lense face with ratro reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No.RW/NH 33023/10/97-DO.III dt 11.06.97. The height , width and length shall not be less than 15mm, 90mm and 100mm and with minimum reflective area of 13 Sq cm on each side and the slope to the base shall be 35+/-5 degree . Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19+/- 2mm and height not less than 30+/-2 mm) from the body is to be a minimum value of 500kgf. Fixing wil be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35-2015 guidelines and MORT&H specification 804 etc., Complete.
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 (for Construction & maintenance) above this row in column "BB" for all works in this package}
SIVAGNANAM (BID ID -1234820)
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