Attending 1100mm dia PSC Pumping Main at Sarada College Road near Indian Medical Association Hasthampatty Amma Unavagam, 700mm dia PSC Main Ulavar Santhai and 150mm dia AC Distribution Main Leak work in Div 17, 13 of Hasthampatty Ward Office.

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.

1100mm Dia Pumping Main

700mm Dia Pumping Main

150mm dia AC Distribution Main

Collection,supply and filling of Crushed Stone Sand (M- Sand) 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 1:1.5:3 (One part of Cement, one and half part of Crushed Sand (M- Sand), three coarse aggregates) using 20mm size ISS HBG 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 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

Re-Conveyance of earth from the stock yard to the narrow street (width less than 3.75m) for refilling the trenches after laying the pipe line (up to a lead of 5.00Km) including Head load charges from 10 meters to 100 meters and conveyance charges.

M S R Construction (BID ID -1245757)