Marakkanam Town Panchayat - Namaku Naamae Thitam 2022-2023

Amount

Construction of Granular Sub-base by providing close graded material,mixing in a machanical plant at OMC,carriage of mixed material to work site,spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to acheive the desired density,Complete as per clause 401.

Collection,supply and filling of U/S gravel from approved quarry to work site and stocking to the Departmental gauge for premeasurement as directed by the Departmental Engineer, to required depth not more than 15cm depth including cost and Conveyance of gravel to site and all labour charges for filling etc., Complete complying with Standard Specification as per clause MORTH 30 Specification.( Road edge packing )

Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam specification including premixing the materials with waterat OMC in mechnanical mix plant carriage of mixed material by tipper to site laying inuniform layers with paver sin Sub Base/Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5

Providing and laying of prime coat using bitumen emulsion (SSI RC Drum) at the rate of 7 kg per 10sqm over the WMM surface preparatory to another construction over it. as per as per standar specification MORTH V

Providing and laying of tack coat using Bitumen Emulsion (RS1) at the rate of 2.5 kg per 10sqm over the WMM primed surface preparatory to another construction over it.as per as per standar specification MORTH V

Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm,0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG30/VG40 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 the min required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory/Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher/9m paver finisher, Vibratory/Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5

Providing and laying Bituminous Concrete 30mm Consolidated 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 mm & below with 45.27 kg of 60/70 Grade Bulk bitumen and 5.03 kg of shreded plastic waste for premixing per 10 Sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregates 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 40 mm with mechanical pavers to the specified grades and cross sections and compaction by Vibratory/Pneumatic rollers to the required density etc., including labour for loading bitumen into bitumen tank and Metal to feeder unit, labour for attending to paver site etc., including hire charges and fuel charges for 20 – 30 ton CMP With bitumen boiler tipper,trucks, paver Finisher/9M, Vibrator rollers and all other tools and plants required,including all other incidental charges etc., complete as per standard specification using CMP Clause 507 of MORTH Rev-5

Providing and Laying of Hot applied Thermoplastic Compound of 2.5mm thick including refllectorising glass beads @ 250grams per sqm area thickness of 2.5mm is exclusive of surface applied glass beads per IRC:35 the Finished surface to be level,uniform and free from steaks and holes etc, Complete as per MORTH Specification NO.803 (ROAD EDGE PAINTING)

Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing the bank as per SS20B with all leads and lifts and all other incidental charges such as bailing out of water shoring shutting walling and forming protective bunds wherever necessary etc.

Cement concrete 1:4:8 mix using 40mm gauge hard broken granite stone jelly for foundation including watering necessary and laid layers not more than 15cm thick compacting etc complete complying with standard specification and as desired (SS No 28)

Supply of materials for centering for so fits of all RCC slab or plain surface including strutting to 3m height using MS Sheet of size 90cm x 60cm and BG 10 gauge stiffened with welded MS angles of size 25mm x 25mm x 3mm laid over silver okay joist of size 10cm x 6.5cm spaced at about 90cm c/c and supported by Casuarinas props of 10cm to 13cm and spaced at 75cm c/c removing the same after specific period or as directed by the departmental officers etc complete for hire basis as per standard specification. For Drain & Culvert Work. - Without Strutting

Supply of materials for centering for so fits of all RCC slab or plain surface including strutting to 3m height using MS Sheet of size 90cm x 60cm and BG 10 gauge stiffened with welded MS angles of size 25mm x 25mm x 3mm laid over silver okay joist of size 10cm x 6.5cm spaced at about 90cm c/c and supported by Casuarinas props of 10cm to 13cm and spaced at 75cm c/c removing the same after specific period or as directed by the departmental officers etc complete for hire basis as per standard specification. For Drain & Culvert Work. - With Strutting

Plain Cement concrete 1:3:6 Mix (one part cement, three part sand and six part of aggrigate)using 20 mm size ISS HBG metal from approved quarry including cost and conveyance of all materials to site. Loading and unloading chargs and labour charges for mixing. Laying and curing etc., complete as per TNDSS No. : 28 & VI (S2) VI (S5A), VII standard specifications as direct by engineer incharge.

Supplying fabricating of steel and placing in position of steel rods using M.S. or Ribbed Tor Steel including cost of binding wire, cost of labour charges for fabrication and placing in position etc. Complete. Complying with std. specifications.

Reinforced cement concrete 1:11/2:3 mix (One part cementt, one and half part sand and three part of aggreate0using 20mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all material to site, loading and unloading charges and labour charges for mixing, laying and curing but excluding cost of reinforecement etc. Complete with std. Specifications. (Using Vibrator) TNDSS NO:30 V, VI (S3), VII-3.

Plain Cement Concrete 1:2:4 Mix (one part cement, two part sand and four part of aggrigate) using 20mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc. complete. Complying with std. specifications.

Amurthalingam and Sons