Attending 1100mm dia PSC Pumping Main at Sarada College Road Deiveegam Kalayanam Mandapam Bus Stop , Urban Health and Wellness Center Piller No AP. 25 and 500mm dia AC Main Pumping Main Leak at Ramakrishna Road Div 17,15

Amount

Cutting of road surface for pipeline trenches and disposing of the excavated materials as directed by the Engineer including barricading, Danger ligthing etc.

Cutting of B.T. Roads (or) Maccadam road for laying of following dia pipes

Earth work excavation and Depositing on Bank with initial Lead of 10m and Lift of 2m in Narrow Trenches for Laying of Pipes for Water Supply and Sewerage Works in the Sand, Silt or other Loose Soil, Wet Sand or Silt not under Water Light Black Cotton Soil, Sandy Loom and Ordinary Soil as Directed by Departmental Officers etc.

Supply and Delivery of the following Water Supply Specials etc., complete.

160mm dia PVC Pipe 6kgs

Lead Wool

Red Rock Cement

Hard Crete Oil

Spun Yarn

Dewatering using Diesel Pump set For 10 HP Engine pumpset including Hire charges, cost of Diesel, Engine oil, pump operator, labour charges, conveyance of pumpset and fuel to site and back, loading, unloading and any other incidental charges etc., complete.

Towards Labour Charges for Attending Pumping Main Leak Work etc., complete.

a). 1100mm Dia Pumping Main

150mm dia AC Main

b). 500mm Dia AC Main

Collection,supply and filling of Sand 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 sand to site and all labour charges for filling etc., Complete complying with Standard Specification

Plain Cement Concrete 1:1½:3 Mix (one part cement, One and half part CS sand and three 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

Providing and laying WMM of 250 mm compacted thickness in two layors of 125 mm thick or else as specified on the prepared sub base with graded stone aggregate and granular material of quality size and grading pasting in layor with motor grader and compaction with vibrating rollers of 80-100 KN static weight and fine dressing for required grade and cross slope as shown on the drawing equipments equipments safety measures testing and incidents necessary to complete

Refilling with excavated earth (other than Sand) Complying with the Standard Specification for Foundation and Basement including all cost and conveyance etc., complete

Conveyance of Earth Excavated Excess Earth away from the site to 5K.M including loading and transportation charges etc, complete as per standard specification. For 1M3

M S R Construction (BID ID -1164065)