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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹73.1 LAccepted-AOC | L1 | Accepted-AOC Lowest Amount Quoted BY M/S ATLANTIC INFRATEK (7305871.67) accepted | |
| 2 | L2₹75.2 L+₹2.1 L (2.86%)Rejected-Finance CHENNAI CIRCLE CHENNAI 6 | L2 | Rejected-Finance Above Estimate Rate | |
| 3 | Not Admitted-Fee/PreQual/Technical NO 99 A VILAPAKKAM ROAD ARUMBAKKAM VILLAGE MANNAVEDU POST TIRUVALLUR DISTRICT 602 021 | ARUMBAKKAM | TIRUVALLUR | TAMIL NADU | 602021 | - | Not Admitted-Fee/PreQual/Technical EMD Not Furnished | |
| 4 | Not Admitted-Fee/PreQual/Technical NO 164 HARERAM NAGAR RAJAJIIPURAM TVLR 602 001 | TIRUVALLUR | TIRUVALLUR | TAMIL NADU | 602001 | - | Not Admitted-Fee/PreQual/Technical EMD Not Furnished |
Tender Value
₹74.7 L
EMD Value
₹75,000
Closing Date
30 Jun 2023, 3:00 pmClosed
Additional Collector(D)/Project Officer
Additional Collector(D)/Project Officer DRDA Tiruvallur
STRENGTHENING OF BT ROAD FROM PMV ROAD TO SR KANDIGAI ROAD IN VELAGAPURAM PT at VELAGAPURAM PANCHAYAT 0/0 1/215 KM in Poondi Block under MGSMT-25 / 2022-23 Pac.144
2023_RDTN_328764_1
755/2023/A7 dated.15.06.2023
Open Tender
Civil Works
Item Rate
180 days
Poondi Block
Class I and above
5 documents required · 5 mandatory
₹0
₹75,000
Yes
DRDA Tiruvallur
3 Aug 2023
17 Jun 2023
30 Jun 2023
17 Jun 2023
30 Jun 2023
20 Jun 2023
20 Jun 2023
Amount
1. STRENGTHERNING THE BT ROAD FROM PMV ROAD TO SR KANDIGAI ROAD @ VELAGAPURAM PANCHAYAT IN . 0/0 - 1/215 KM
Picking the Worn-out BT Surface including incidential charges and cleaning of all labour charges and machinery charges etc,..complet
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.
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
Supplying and erecting centering shuttering including necessary supports
Cement Concrete 1:1.2:2.4 (M30) mix using 20mm -10mm ISS HBG metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc, complete for 1cum
Cement Concrete 1:1.2:2.4 (M30) Tar Pepar
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,.
Construction of Retaining wall
Earth work excavation and depositing on bank with initial lead and lift in hard gravelly soil, hard stiff clay, black cotton soil, hard red earth,shales, murram, and earth muds with 50% fair sized boulders as per SS 20B for narrow foundation.
Cement Concrete 1:4:8 mix using 40mm metal including cost and conveyanceof all materials to work site and all labour charges etc.
Supplying and erecting centring for sides and suffits including supports and structing upto 3.29m height for plane surface in all cross bracting using MS sheets of size 90 x 60cm and 10kg stiffened with angle of size 25 x 25 x 3mm for boarding laid over silver oak joists os size 10 x 6.5mm at about 90cm C/C and supported by casuring props of 10cm 13cm dia at C/C etc., complete.
Below GL
Above GL
CC 1:3:6 mix using 40mm metal including cost and conveyance and all labour charges etc.
Providing and laying of Hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250 gms, per sq.m. area thickness of 2.50mm is exclusive of surface applied glass beads as per IRC :35. The finished surface to be level, uniform and free from streaks and holes etc, complete(as per MoRTH specification No. 803)
Provision for HM Stone Charges etc,..
Provision for KM Stone Charges etc,..
Provision for Name board charges etc,
Provision for sign board
Routine Maintenance after completion of work the road sufrace and shoulder to be maintained in proper condition to make them free from excessive edge drop offs, roughness, scouring and pot holes and cleaning of surface drain including culverts for frre flow of water. Relettering name boards and K.M & H.M stone and other maintenance operation required to keep the road traffic worthly at all the time for the maintenance period for the following years. As per General condition of contract para 32.2.2
For 1st Year
For 2nd Year
For 3rd Year
For 4th Year
For 5th Year
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. KVR & CO
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