Municipality Tender

Laying of pipe line, UGD and CC road;Lowering, laying, jointing & testing of HDPE Pipe line laid to true alignment and gradiant to hydraulic field test pressure per IS code including cost of water with minimum water lead of 500m (Labour charges only) Outer dia of pipes in mm. ( 110mm dia HDPE )

Laying of pipe line, UGD and CC road;Collection , supply & filling sand including cost and conveyance of all materias and labour charges including watering, tamping, etc complete

Laying of pipe line, UGD and CC road;Supplying, laying, jointing and testing 152.4 mm SWG SP-1 pipes of ISI make conforming to ISI 651 & 4127 with airtight cement joints in CM 1.5:1 prop. including excavation of trenches and socket pits in any soil (except rock requiring blasting) up to 1524 mm(5'0") depth and refilling with watering and tamping.

Laying of pipe line, UGD and CC road;Constructing 904.0 mm (3?0?) dia brick masonry inspection chamber as per IS - 4111: Part-1:1986 with cement mortar (1:6) prop using 2nd Class Clay Bricks of 225 mm thick from approved source having a minimum crushing strength of 5 N/sq.mmincluding plastering with cement mortar 1:3 prop; ½? thick both inside and 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 specificationandincluding cost and conveyance of all materials like cement, sand, bricks, water etc., to site, cost of seignioragecharges on all materials and all incidental andoperational, abour charges like mixing cement mortar, constructing masonry, lift charges, curing etc., complete for finished item of work as per Standard specification. (BMW-B.03)

Laying of pipe line, UGD and CC road;Constructing 457.2 mm x 457.2 mm (1'6"x1'6") brick in CM 1:6 prop. Masonry. Inspection chamber up to 914.4 mm (3'0") and fitted with light weight 457.2 mm x 457.2 mm (1'6"x1'6") C.I frame andcover of 20 Kg.

Laying of pipe line, UGD and CC road;Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with initial lift of 3 mts and lead upto 50 m as per Technical Specification Clause 302.3 MORD

Laying of pipe line, UGD and CC road;Construction of granular sub-base/shoulders using Gravel, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Vibratory Roller 80-100 kN capacity to achieve the desired density, complete as per Technical Specification Clause 402 MORD, including overhead charges & Contractor profit.

Laying of pipe line, UGD and CC road;Collection , supply & filling Gravel for Shoulders including cost and conveyance of all materials and labour charges including watering, ramming, etc complete

Laying of pipe line, UGD and CC road;Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Laying of pipe line, UGD and CC road;Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH.

Laying of pipe line, UGD and CC road;Construction of un-reinforced, at expansion and construction joint only plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 M30 (grade) coarse and fine aggregate confirming to I.S: 383,maxium in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher, using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125mm thick polythene film wedges steel plates including leveling the form work as per drawing) spreading the concrete with shrives, rakes compacted using needle and plate vibrator and finished in continuous operation including provision of concrete and expansion construction joints, primer, sealant and construction of joints, admixtures as approved, curing of concrete slabs for 14 days and water finishing to lines and grade as per drawing and specification clause 1501 MORD.

Laying of pipe line, UGD and CC road;Conveyance of surplus excavated earth to lead of 1 Km from work spot including all labour charges etc complete