Municipality Tender

UGD Drain;Construction of un-reinforced, dowel jointed 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 aggregates conforming to 15 383, maximum in a concrete miser o not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixew side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 21-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD

UGD Drain;RBR-SBBS-11 (B): Providing, laying, spreading and compacting graded stone aggregate to wet mix maca specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carria mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub and compacting with smooth wheel roller of 80 to 100kN/Vibratory Roller 80-100 kN weight to achieve desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & and Technical Specification Clause 406 MORD/MORTH

UGD Drain;RBR-EECD-8(c): Earthwork excavation for road way in soil by mechanical means including cutting and pus 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 fo trench cutting as per MOR&H specification No.301 and as directed by the Engineer-in-Charge.

UGD Drain;Constructing 457.2 mm x 457.2 mm (1'6"x1'6") brick in CM 1:6 prop. Masonry. Inspection chamber up to 914 mm (3'0') and fitted with light weight 457.2 mm x 457.2 mm (1'6"x16") CI frame and cover of 20 Kg.

UGD Drain;Plain Cement Concrete (1:4.8) (cement: fine aggregate: Coarse aggregate) under bed using coarse aggregate 40mm size machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc., to site, including seigniorage charges, sales & other taxes on all materials and including all charges for machine mixing, laying corncrete in under bed, ramming in 15 cm layers finishing top surface to the required level curing etc., complete for finished item of work. (APSS No. 402)-BLD-CSTN-3-5

UGD Drain;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)

UGD Drain;Manufacture, Supply and Delivery of 300 mm dia NP3 R.CC Spun/Vibrated Cast (Reinforced) Socket and Spigot pipes conforming to B.15. 458/2003 at ex-factory (rate per meter of effective length) Including transportation & taxes.