Public Health And Municipal Engineering Department Tender

Laying of Underground Sewer lines;Constructing 904.0 mm (3?0?) dia solid block masonry inspection chamber as per IS - 4111: Part-1:1986 with cement mortar (1:6) prop using fly-ash blocks of 225 mm thick from approved source having a minimum crushing strength of 10 N/sq.mm including plastering withcementmortar1:3prop;½?thickbothinsideand outside fitted with 20? dia RCC manhole covers and frames including excavating pits up to a depth of 1524 mm (5'-0") in all sorts of soils (excluding rock) and laying cement concrete (1:4:8) 150 mm thick using 40 mm HBG Metal and P.C.C. 1:2:4 benching and channel 100 mm thick as per Standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, cost of seigniorage charges on all materials and all incidental and operational, labour charges like mixing cement mortar, constructing masonry, lift charges, curingetc., complete for finished item of work as per Standard specification.

Laying of Underground Sewer lines;Constructing 904.0 mm (3?0?)dia solid block masonry inspection chamber as per IS - 4111: Part-1:1986 with cement mortar (1:6) prop using fly-ash blocks of 225 mm thick from approved source having a minimum crushing strength of 10 N/sq.mm including plastering with cement mortar 1:3 prop;½? thick both insideand outside fitted with 20? dia RCC manhole covers and frames including excavating pits up to a depth of 904 mm (3'-0") in all sorts of soils (excluding rock) and laying cement concrete (1:4:8) 150 mm thick using 40 mm HBG Metal and P.C.C. 1:2:4 benching and channel 100 mm thick as per Standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, cost of seigniorage charges on all materials and all incidental and operational, labour charges like mixing cement mortar, constructing masonry, lift charges, curing etc., complete for finished item of work as per Standard specification

Laying of Underground Sewer lines;Construction of 0.6mts inner dia Inspection chambers ( IC) using M25 grade of concrete (design Mix) using 20mm graded metal including cost and conveyance of all materials like cement, sand, coarse aggregate ,water , 100mm thick side wall and base slab in M15 grade, 100mm thick PCC(1:4:8)prop using 20mm HBG metal , including earth work excavation, supply and fixing of FRC frame and cover HD 20 560mm clear opening , including cost of steel and its fabrication charges ,backfilling in trenches with excavated material ,carting of excess excavated materials upto a lead of 5kms etc complete as per approved drawings and as directed by Engineer-in-Charge complete for finished item of work. - .6mts dia and 0.6mts depth

Laying of Underground Sewer lines;Lowering the RCC S/S pipes carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 meters including cost of rubber rings as per BIS No. 783/1985

Laying of Underground Sewer lines;Manufacture,Supply & Delivery of 600 MM DIA R.C.C. socket and spigot NP-3 pipes conforming to TO B.I.S. 458/2003 Ex-factory (rate per meter of effective length) Including transportation,taxes and duties.

Laying of Underground Sewer lines;Lowering the RCC S/S pipes carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 meters including cost of rubber rings as per BIS No. 783/1985

Laying of Underground Sewer lines;Manufacture,Supply & Delivery of 450 MM DIA R.C.C. socket and spigot NP-3 pipes conforming to TO B.I.S. 458/2003 Ex-factory (rate per meter of effective length) Including transportation,taxes and duties.

Laying of Underground Sewer lines;Lowering the RCC S/S pipes carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 meters including cost of rubber rings as per BIS No. 783/1985

Laying of Underground Sewer lines;Manufacture,Supply & Delivery of 300 MM DIA R.C.C. socket and spigot NP-3 pipes conforming to TO B.I.S. 458/2003 Ex-factory (rate per meter of effective length) Including transportation,taxes and duties.

Laying of Underground Sewer lines;RBR-FNDN-1- (IV) - Hard rock (blasting prohibited) -up to 3.00Mts. below GL: Excavation in Hard Rock in habitant areas where conventional blasting can not be done for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete

Laying of Underground Sewer lines;BLD-CSTN-2-1(9): Earthwork Excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc. complete for finished item of work including seinorage excluding dewatering charges etc. as per SS-20B (APSS 308)

Laying of Underground Sewer lines;BLD-CSTN-2-1(9): Earthwork Excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc. complete for finished item of work including seinorage excluding dewatering charges etc. as per SS-20B (APSS 308)

Laying of Underground Sewer lines;Cutting of Open CC road surface incl. stacking of excavated material