TNVPM/MGSMTSavings/01

Amount

Strengthening the Road from Melkaranai to Ezhusempon Road Km 0/0 - 2/860 (Proposed 750m)

Clearing the scrub jungles including all labour charges for all labour charges etc complete.

Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20A including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring and br

Collection and supplyi of carted earth from approved quarry an average lead 1km including cost and conveyence of all materials to site and labour charges etc.,

Laying US GRAVEL including cost and conveyance and stacking at site to departmental gauge for taking pre measurements by departmental officers and including labour charges for spreading the gravel as per standard specification etc. complete.

Construction of Granular sub base by providing well graded material (25mm to 4.75mm IRC HBG metal @ 65% 4375 to 2.36mm IRC HBG metal @ 20% & spreading in uniform layers with lota grader on prepared as per specification

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.

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.

Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all

Providing and laying Bituminous Concrete to 25/30/40mm 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 50.30kgs of VG30 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 20-30 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

Provision of 15 nos of rumble strips coverd with premix bituminous carpet 15-20mm high at centre 250 mm wide paced at 1 n c/c at approved locations to control speed marked with white srips of road marking paint

Provision for painting lines, dashes, arrows etc., on roads in two coats on new work with ready marking paint conformation to IS Thermoplast

Cost and supply of sign board

Provision for HM Stones of size 75 x 23 x 10 cm.

Provision for the Name Board

Provision for the Photo Graphic

GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}

Kamalam Construction (BID ID -1548107)