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;Plain Cement Concrete (148) (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 mising, laying concrete 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;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

UGD Drain;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 convernyance of all material and all labour charges etc. complete as per standard specifications [RBR-FNDN-21

UGD Drain;Constracting 914.4 mm x 457.2 mm (30"x16") brick in CM 1:6 prop. Masonry Inspection chamber up to 914.4 mm (30) and fitted with light weight 914.4 mm x 457.2 man (30x16") C1 frame and cover of 40 K

UGD Drain;Plain Cement Concrete (1:48) (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 de other taxes on all materials and including all charges for machine mixing, laying concrete 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;Cutting open CC Road surface including stacking of excavated materials for Drain Trench work as directed by the departmental officers.

UGD Drain;Supply, delivery and lowering of 300 mm dia. RCC NPS Class 5/5 pipes carefully into the ready made trenches laying them true to alignment and gradient, jointing with rubber rings and texting including filling with water lead upto 500 meters including cost of rubber rings as per BIS No. 783/1985. etc. complete 1 Rmt