Tender For Upgaradation Of Samathuvapuram To Fooder Link Road In Poovanikuppam Panchayat.; 1 Clearing and scrub/ light jungle by cutting, removing and disposing of all materials such as bushes, scrubs, stumps, roots, grass, weeds, top organic soil not exceeding 150mm in thickness rubbish including cutting of trees up to 300mm girth 2 Earthworkexcavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by TWAD Board officers. 3 Collection and supply ofgravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreadingetc.complete, 4 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). 5 Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) 250 mm thick, 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 Soil Compactor to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as pwe clause 406 of MORTH Rev-5 6 Applying PRIMECOAT over WMB/WMM Surface at 7.00 kg SS-1 Bitumen Emulsion /10 sq.m Including Labour for spraying hire charges for bitumrn dprayer etc.Complete 7 Applying TACK COAT over Primed WMM SURFACE AT 2.50KG OF rs - 1 , Bitumen Emulsion /10.sq.m including labour for spraying hire chagres for Bitumen sprayer etc complete 8 BITUMINOUS CONCRETE 25, 30/40 MMTHICK 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 9 Provision for HM Stone 10 Provision for 60cm Equilateral Triangle Cautionary Sign Board 11 Provision for Road Marker/Road Stud With lensReflector 12 Provision for White Marking 4 Wide 13 Provision for Name board 14 Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation. 15 Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification. 16 Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. 17 Cement concrete 1 : 3 : 6 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. 18 Supplying and erecting centeringshuttering includingnecessary supportsforplanesurface infoundationandbasementandinallfloorsforR C Ccolumn footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, criticalpier etcusing mild steel sheets of size 90 x 60 cm and 10 guagestiffened, weldedwithmild steel angles ofsize25mmx25mmx3mmforboardinglaidoversilver oak(countrywood) scantlings of size 10cm x 6.5cm spacedof about 90cm centretocentreand supported by casurina props of 10cm to 13cm dia spacedat 75cmcentretocentrecomplete complying with standardspecificationsandasdirectedbydepartmental Officers etc.Complete. 19 Supply of NP3 Class RCC Pipe conforming to IS 458/2003including cost of pipe as a finished work including all otherincidental charges, testing charges including loading,unloading, transport and delivery in good condition at worksite etc., complete, as directed by the DepartmentalOfficers, as per standard specifications 20 Hoisting and Fixing of NP3 class Rcc Pipe Including of all charges etc Complete. 21 Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.
