Municipality Tender

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)

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.

Construction of Granular sub-base by providing HBG material confirming to Grading - V of MoRT&H Table 400-1 including cost and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge. Excluding Seingorage Charges

Construction of Wet mix macadam by providing HBG material confirming to Grading - V of MoRT&H Table 400-1 including cost and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge. Excluding Seingorage Charges

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.