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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹39.4 LAccepted-AOC | ₹39.4 L | 1 | Accepted-AOC L1 |
| 2 | 2₹42.5 L+₹3.1 L (7.81%)Rejected-AOC NOT AVAILABLE | NEW DELHI | DELHI | 110001 | ₹42.5 L+₹3.1 L (7.81%) | 2 | Rejected-AOC L2 |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Original Affidavit not Submitted |
| 4 | Not Admitted-Fee/PreQual/Technical 4 205 EAST STREET THUTHIKULAM POST KALAPPANAICKENPATTY SENDAMANGALAM TALUK NAMAKKAL DISTRICT 637 404 | NAMAKKAL | TAMIL NADU | 637404 | - | - | Not Admitted-Fee/PreQual/Technical Others-Original Affidavit not Submitted |
Tender Value
₹40.1 L
EMD Value
₹40,100
Closing Date
4 Jan 2024, 3:00 pmClosed
The Project Director
DRDA Namakkal
Strengthening the Maharishi Nagar Road H/O Vagurampatty in Namakkal Block of Namakkal District under TNRRIS -2021-22 -Pkg.No.1/NKL/TNRRIS -2021-22
2023_RDTN_402235_1
4080/2021/A8
Open Tender
Civil Works - Roads
Item Rate
120 days
Vagurampatty Namakkal
Required Documents as per Schedule
4 documents required · 4 mandatory
₹0
₹40,100
DRDA Namakkal
20 Feb 2024
21 Dec 2023
4 Jan 2024
21 Dec 2023
4 Jan 2024
27 Dec 2023
27 Dec 2023
Amount
Strenthening to the Maharishi Nagar Road Km 0/0 - 1/220 H/O Vagurampatty
Clearing Scrub jungles including and removing from site, disposal by burying or burning etc., complete as directed by the departmental officers.
Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m
Providing and Laying Gravel to 100mm compacted thick including cost & 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
Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
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) .
Applying PRIMECOAT over WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.
Applying TACK COAT over Primed WBM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.
Providing and laying Premix Carpet with Seal Coat Type -A to 20mm thick using 0.18cum of 13.2mm, 0.09 cum of 11.20mm and .09cum of 6.70mm with 24.40 Kgs of VG 30 Bitumen 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 20-30T capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 20mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., 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., complete .
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 relectorising glass beads @ 250 gms 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 streaks and holes etc complete as per MORTH & H specification Nos. 803. (Excluding GST)
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)
K. Veerappan
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