Upgradation of Water Supply...

Providing and fixing of MS Specials as per IS Specification. (Lump-sum) Bend /Tee/T.P etc. for fitting of pump as per requirement at site

`Granular Sub-Base with Close Graded Material· (Table:- 400-1) Plant mix method Construction of granular sub-base by providing Material as per Grading Ill (Table 400-1 of MORTandH 5th revision) mixing in a mechanical mix 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 achieve the desired density, complete as per technical clause 401 of MORTandH specifications Grading Ill material

`Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per technical clause 406 of MORTandH specifications`

Prime Coat @ 0.85kg per sqm Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per technical clause 503 of MORTandH specifications

Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORTandH specifications

`Dense Graded Bituminous Macadam 80 mm to 100 mm thickness (Grading I) Providing and laying 80mm -100 mm dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG 30 @ 4.0% by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete, as per technical clause No. 505 of MORTandH specifications`

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per technical clause 503 of MORTandH specifications

`Bituminous Concrete 30 mm to 45 mm thickness (grading II) with 100-120 TPH batch type HMP Providing and laying 30mm - 45 mm bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG - 30 @ 5.4% per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of per MORTH specifications `

Making connection in running water supply line and 600/700/900/1000 mm i/d CI/DI/MS-CI/DI/MS using Specials and Mechanical Joint Collar including excavtion by manual and mechanical means as per site condition,lifting and shifting of items using crane, Dewatering by 5/10/20 HP Pumps, welding,gas cutting, Concrete breaker, DG charges and all other charges as per site conditon complete in all respect with satisfaction of Engineer in charge. (Cost of Specials and MJ Collar will paid separately).

Providing and fixing of Mechanical Joint Colllar of 600 mm i/d of reputed make conforming to IS Specifications including rubber ring, nut bolts, all materials required as per site conditions complete in all respect as per satisfaction of Engineer in Charge.