Municipality Tender

CC road;Construction of un-reinforced, dowel jointed at expansion and construction 1501 zent, thickness as per design, over a prdat expansion and construction jointer Type esper 0501.2.2 M30 (Grade), coarse and fine aggregatred sub bass, with 4 grade concrete f 0.2 cum capacity and appropeiate weight gregates conforming to 15: 383, approved fed side form and of 125 mictron thick polythe seedged to plates including levelling the channel, laying and fixing per drawing), spreading the concrete in thick polythene film, wedges, stor plode, scareed and plate vibrators finished in continuous operation including provision of contraction and expansion, construction junts, p debonding strips, primer, sealant down provision of contactice bridge/culvert and construction Joints, approved, curing of concrete slabs for 21-days, curingprompound where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

CC road;Plain Cement Concrete (1:4-8) (cement: fine aggregate: Course aggregate) under bed using coarse aggregate 40mm size machine crushed granite from approved quarry inchaling cost and coerce???? of all materials like cement, sand, coarse aggregate, water etc, to site, including seignirage charges sales && other tapves on all materials and including all charges for machine mixing, laying coocrew in under bed, ramming in 15 cm layers finishing top surface to the required level curing etc, coinplese for finished item of work. (APSS No. 402)-BLD-CSTN-3-5

CC road;CC Road RBR-EECD-8(c): Earthwork excavation for road way in soil by mechanical means including cutting and pushing the earth to side of embankment upto a lead of 100 metres including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections etc., complete for finished item of work for trench cutting as per MOR&H specification No.301 and as directed by the Engineer-in-Charge

CC road;Collection, Supply and filling of Gravel from approved quarry to work site and stacking at work site to Dept. gauge for premeasurements including cost and convenyance of all material and all labour charges etc. complete as per standard specifications. [RBR-FNDN-2] Filling for pipeline trench

CC road;Constructing 904.0 mm (3'0") dia brick masonry inspection chamber as per IS-4111: Part-1:1980 wah consent mortar (1:6) prop using 2nd Class Clay Bricks of 225 mm thick from approved source having a manimuan crushing strength of 5 N/sq.mm including plastering with cement mortar 13 props thick both inside and outside fitted with 20" dia RCC manhole covers and frames including excavating pits up to a depth of 934 n?n (3-0) in all sorts of soils (excluding rock) and laying cement concrete (14.8) 150 mm thick using 40 mm HPG Metal and P.C.C. 1:24 benching and channel 100 min thick as per Standard specification and including cost ansl 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

CC road;Plain Cement Concrete (1:4-8) (cement: fine aggregate: Course aggregate) under bed using coarse aggregate 40mm size machine crushed granite from approved quarry inchaling cost and coerce???? of all materials like cement, sand, coarse aggregate, water etc, to site, including seignirage charges sales && other tapves on all materials and including all charges for machine mixing, laying coocrew in under bed, ramming in 15 cm layers finishing top surface to the required level curing etc, coinplese for finished item of work. (APSS No. 402)-BLD-CSTN-3-5 Bed for under Pipeline

CC road;Earthwork in excavation for roadway in soil and drains as per drawing and technical specifications Clause 305.1 including setting out, removal of stumps and other deleterious material and disposal upto a lead of 50 m, etc complete for where depth is less than 1.50 times the width (RBR-FNDN-1)

CC road;Cutting open CC Road surface including stacking of exornated makrials the Dean Thach directed by the departmental officers.

CC road;Manufacture, Supply and Delivery of Rubber rings to suit R.C.C. Spun/Vibrated Cast (Reinforced) Socket and Spigot pipes conforming to B.I.S 5382/1985 (rate per each rubber ring) including transportation but excluding taxes, the Rubber Rings shall be tested at the factory premises conforming to B.I.S. 5382/1985

CC road;300mm dia RCC NP3

CC road;Supply, delivery, lowering of 450 mm dia. RCC NP3 Class S/S pipes carefully into the ready made 5 6 trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water lead upto 500 meters including cost of rubber rings as per BIS No. 783/1985, etc. complete 450mm dia RCC NP3