Removing Refixing Paverblock Road at Sammattipuram 3rd cross st UGD Pipe Line Manhole Arrangements at Pillayar Kovil Street in Ward No 65.

Amount

Removing the Existing Paver block M40grade 80mm thick in the the rate including Removing and Stock to the Same Site and tranporting loading unloading and Labour Charges and Other tools etc. complete as per standard specification,

Refixing the Existing Paver block M40grade 80mm thick in uniform shape of approved make to be laid influrring one pattern with stone dust cushion below the uniform shap of approved non skitting surface in the top and the rate including levelling the base preparation of pavers assubbase, stone dust cushion 150mmthick laying out of pavement cut the pieces to fix the edge vibring the pavers, sweeping tranporting loading unloading of laying paver etc. complete as per standard specification,

Supplying and laying Rubberised interlocling Paver Block M40 grade providing and laying of 80mm thick high strenght type conforming IS 15658 - 2007 of rubberized interlocking paver block in size of minimum compressive strenght of 40N mm2 in uniform shape of approved make to be laid in flurring bone pattern with quary rubbish cushion below the uniform shape of approved non skitting surface in the top and the rate including leveling the base preparation of pavers as sub base , quarry rubbish cushion 150mm thick laying out of pavement cut the pieces to fix the edge vibring the pavers, sweeping transporting, loading. unloading of laying paver blocks as per standard specificationss.

Plain Cement Concrete 1:1.5:3 (one cement,one and half fine aggregate sand three coarse aggregates) using 40mm size ISSHBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification

Providing and fixing Bitumen Pad for Exoansion joint in between pavement slabs to 12mm thick and fixed as shown in the drawing including cost and conveyence of expansion joints including shalimar pad and joint sealent etc, complete as per standard specification

Charges towards finishing the concrete surface with power traveler machine rate shall include the cost of fule charges hire for machine and labour charges for operation etc.,,

Earth work excavation and depositing on bank with an initial lead of 10m and 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 and hard gravelly as per SS 20B etc.complete..,

Supply of SP2 Class 200mm dia SALT GLAZED STONEWARE PIPE AS PER IS 651/2007 of required length with Rubber Gasket etc., complete

Laying stoneware pipes and open joint with fillet in the infliltration gallery excluding cost of pipes but including charges of special tools and plant etc., such as air compressor and helmet.

Refilling the trench with excavated earth in layer 25cm thick well rammed including watering consolidation etc., complete

Construction of manholes depths invert including earthwork excavation as per SS 20B laying cement concrete in CM 1:3:6 using 40mm B.G. jeely for foundation sinking well kerb below G.L. for 4.5m depth and above, pumbing timbering charges for 2.5m depth and above stock brick work in CM 1:3 for 23cm wall and plastering interior with cm 1:3 20mm thick and exterior with CM 1:3 using 12mm thick, laying plain cement concrete 1:3:6 using 12mm thick, jelly fixing the frame providing CI steps, manhole cover and frame benching and channelling including refilling the trenches with quarry dust etc., complete for the follow size for earth manhole (as per the type design drawing for manholes). - upto 1.00 m depth

upto 1.50 m depth

Add GST 18%

B BHAVANI (BID ID -1285168)