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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹46.6 L+₹93,426.50 (2.04%)Rejected-AOC NO 50 104 JAYALAKASHMAI COMPLEX 1ST FLOOR PERIYAPALAYAM ROAD JANAPANCHATRAM CHENNAI 600 067 | CHENNAI | THIRUVALLUR | TAMIL NADU | 600067 | L2 | Rejected-AOC L2 | |
| 3 | L3₹48.4 L+₹2.7 L (5.84%)Rejected-AOC | L3 | Rejected-AOC L3 |
Tender Value
₹47.2 L
EMD Value
₹47,500
Closing Date
24 Jan 2024, 3:00 pmClosed
Additinoal collector
Additinoal collector DRDA Tiruvallur
Providing BT road to Parthasarathy road at Angadu Panchayat in Sholavaram block Peri urban SVM 81
2024_RDTN_408301_1
DIPR/80/Tender/2024 Dated 09.01.2024
Open Tender
Civil Works - Roads
Item Rate
180 days
Tiruvallur
Roads
5 documents required · 5 mandatory
₹0
₹47,500
Yes
DRDA Tiruvallur
28 Feb 2024
10 Jan 2024
24 Jan 2024
10 Jan 2024
24 Jan 2024
12 Jan 2024
12 Jan 2024
Amount
PROVIDING BT ROAD IN PARTHASARATHY NAGAR ROAD AT ANGADU PANCHAYAT
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 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.
Applying PRIMECOAT over WBM/ 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 Take coat over WBM/ WMM surface at 2.5 Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.
Providing and laying 50 MM Compacted thick Bituminous macadam using 26.5 - 11.2 mm graded metal and 0.10 cum of 13.20 - 2.6 mm graded metal and 0.10 cum of 2.36 mm and below with 49.50 kgs of buitumen for premixing per 10 sqm including cost and conveyance of materials to the work site and stacking them to the department metric gauge for premeasurement, heating the bitumen in bitumen boiler, heating the aggregates and mixing them with bitumen in Mini Hot Mix plant for premix carpet only, rolling by 80-100 power roller for premix carpet and seal coat separately including labour charges for spreading the mix of premix carpet, application of bitumen for seal coat over premix carpet etc, including hire charges and fuel charges for Mini Hot Mix Plant, bitumen boiler, Power roller and all other tools and plants employed etc., complete as per clause 504 of MORTH specification.(50 mm thick)
BC 25/30/40mm Thick (Grade-II) Using VG30 Bitumen and Plastic Waste Providing and laying Bituminous Concrete to 30/40mm 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
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)
M/S VINAYAGA CONSTRUCTIONS
M/S ATLANTIC INFRATEK
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