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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.5 LAccepted-AOC NO 99 A VILAPAKKAM ROAD ARUMBAKKAM VILLAGE MANNAVEDU POST TIRUVALLUR DISTRICT 602 021 | ARUMBAKKAM | TIRUVALLUR | TAMIL NADU | 602021 | L1 | Accepted-AOC L1 | |
| 2 | L2₹40.8 L+₹2.3 L (6.06%)Rejected-AOC NO 164 HARERAM NAGAR RAJAJIIPURAM TVLR 602 001 | TIRUVALLUR | TIRUVALLUR | TAMIL NADU | 602001 | L2 | Rejected-AOC L2 | |
| 3 | L3₹41.1 L+₹2.6 L (6.77%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹41.2 L+₹2.7 L (6.98%)Rejected-AOC | L4 | Rejected-AOC L4 | |
| 5 | L5₹42.0 L+₹3.5 L (9.12%)Rejected-AOC NO 33 PILLAYAR KOIL ST PULIYAMBEDU CHENNAI 77 | CHENNAI | L5 | Rejected-AOC L5 |
Tender Value
₹41.7 L
EMD Value
₹42,000
Closing Date
24 Jan 2024, 3:00 pmClosed
Additional Collector dev Project officer
Additional Collector dev Project officer DRDA Tiruvallur
1.Strengthening of BT road at Tirupatchur- Periya Colony Road to Periya colony BG Road, 2. Strengthening of BT road at TKK road pack 11
2024_RDTN_408183_1
DIPR/80/Tender/2024
Open Tender
Civil Works - Roads
Item Rate
180 days
DRDA Tiruvallur
Class II and above
5 documents required · 5 mandatory
₹0
₹42,000
Yes
DRDA Tiruvallur
27 Feb 2024
10 Jan 2024
24 Jan 2024
10 Jan 2024
24 Jan 2024
12 Jan 2024
12 Jan 2024
Amount
1. Strengthening of BT road at Tirupatchur- Periya Colony Road to Periya colony BG Road
Clearing the Scrub jungle removing from away site including incidential charges and all labour charges with burning and ashes including all 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
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 150mm 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
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 TACKCOAT over WBM/ WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.
BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm 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 20-30t 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 507 of MORTH Part-5
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for and compaction with power roller etc.complete, for Side berms etc,.complete,.
2.Strengthening of BT road at TKK road old Tirupatchur to JJ Nagar
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 150mm 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
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 TACKCOAT over WBM/ WMM 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 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)
BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm 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 20-30t 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 507 of MORTH Part-5
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for and compaction with power roller etc.complete, for Side berms etc,.complete,.
Provision for HM Stone Charges etc,..
Sub Estimate for CC Pavement
Earth Work Excavation depositing on Bank with initial lead and lift etc complete as per SS 20B
Cement Conctrete 1:4:8 using 40mm HBG metal including cost and conveyance of all materials to site and all labour charges etc., complete.
Centring charges for C.C Work
Cement Conctrete 1:3:6 mix using 20mm HBG metal including cost and conveyance of all materials to site and all labour charges etc., complete.
Cement Conctrete 1:2:4 mix using 20mm HBG metal including cost and conveyance of all materials to site and all labour charges etc., complete.
Supply of Bitumen pads.
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.J M Constructions
C.V.T ENTERPRISES
V G Subramanyam
M/s. New Mohana Constructions
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