Municipality Tender

Constructing 904.0 mm (3'0") dia brick masonry inspection chamber as per 15-4111 Part- 1.1986 with cement mortar (16) prop using 2nd Class Clay Bricks of 225 mm thick from approved source having a minimum crushing strength of 5 Nisq mm including plastening with cement mortar 1:3 prop. 35 thick both inside and outside fitted with 20 dia RCC manhole covers and frames including excavating pits up to a depth of 1524 mm (3'-0") in all sorts of 4 soils (excuiding rock) and laying cement conrete (1:48) 150 mm thick using 40 mm HBG Metal and PCC 12.4 benching and channel 100 mm thick as per Standard specification and including cost and conveyance of all materials like cement, sand bricks, waler etc., to site and all incidental and operational labour charges like muing cement mortar, constructing masonry, lift charges cunng overheads & contractors profit etc, complete for finished dem of work as per Standard specification

Constructing 904.0 mm (3'0") dia brick masonry inspection chamber as per 15-4111. Part 1.1986 with cement mortar (16) prop using 2nd Class Clay Bricks of 225 mm thick from approved source having a minimum crushing strength of 5 Nisq mm including plastering with cement mortar 13 prop % thick both inside and 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 5 solls (exculding rock) and laying cement conrete (1.4.8) 150 mm thick using 40 mm HBG Metal and PCC 124 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 sne and all incidental and operational tabour charges like mixing cement mortar, constructing masonry, lift charges, curing overheads & contractors profit etc., complete for finished item of work as per Standard specification

Manufacture, supply & delivery of (DWC) structured wall polyethylene/polypropylene piping system with nonsmooth external annular corrugated and smooth internal surface 5 (Double Wall) for nonpressure sewage & Drainage application pipes of standard length 6 m grade conforming to IS 16098 (part-11 2013) including transportation to anywhere in A.P excluding all taxes Inner Dua (mm) Stiffness Class SN-8 100mm Dia

Stiffness Class SN-8 150mm Dia

Manutenture, supply & delivery of fittings & accessories compatible with DWC pipe non smooth External Annular Corrugated and smooth Intermal Surfaces (Doutile Wat for non-pressure smilar type of class Nil Structured Wall porythelene piping systems including transportation to anywhere in AP excluding GST and other Government dues Inner Dia 100 mm Coupler

Inner Dia 150 (mm) Sealing Ring

Inner Dia 150 (mm) Coupler

Inner Dia 150 (mm) Sealing Ring

Vibrated cement concrete M 30 grade design mix using 20mm & 10mm HBG orushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to 7 table 1000-2) including cost, ting, cuning etc, including all other Incidental and operational charges of all T&P etc. complete for finished tem of work as per MoRT&H specification and as directed by the Engineer-in-Charge for CC Pavement

Laying of SNB structured wall (External Annular Comugated & Smooth internal surface) Polythelene pipes, on the lower bedding (Constructed at bottom of trenches) at prescribed gradient, depth & alignment including installation and jointing of the same with the help of coupler on line/off line) attached to one end of the pipe & sliding the coupler end over the 8 elastomenc sealing rubber ring fitted on the specifled valley of the spigot end of next pipe testing the water tightness of the joint assembly, ensuring the continuity tests of specified pipe segments etc. complete as per drawing specifications & detail engineering including carmage of pipes & fittings from site slacks to the place of laying etc. as per direction of Engineerin charge Payment to be made on the basis of actual finished length of pipe time)

Laying of SNB structured wall (External Annular Comugated & Smooth internal surface) Polythelene pipes, on the lower bedding (Constructed at bottom of trenches) at prescribed gradient, depth & alignment including installation and jointing of the same with the help of coupler on line/off line) attached to one end of the pipe & sliding the coupler end over the 8 elastomenc sealing rubber ring fitted on the specifled valley of the spigot end of next pipe testing the water tightness of the joint assembly, ensuring the continuity tests of specified pipe segments etc. complete as per drawing specifications & detail engineering including carmage of pipes & fittings from site slacks to the place of laying etc. as per direction of Engineerin charge Payment to be made on the basis of actual finished length of pipe time)

Construction of Sewer Circular Manhole as per details of type design with standard FAL-G Bricks made with CM (13) prop for top conical portion and CM (15) for bottom shaft indusive of CC (124) prop using 6mm to 20mm HG metal for benching haunches and channels with inside plastering one coat of sulphate resistant coment CM (1:3) prop 20mm 9 thick inside plastering and outside plastening in CM (1.3), 12mm thick, the foundation concrete in CC (148)prop, using 40mm riominal size hard broken granite stone and the sides including supply and fixing of HD 20 with 500mmm dia manhole framed cover and encapsulated plasac steps including cost and conveyance of all other incidential and operational charges