Municipality Tender

CC road;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 mixer of not less than 0.2 cum capacity and appropelate weigh batcher using approved mix design, laid in approved fixed 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.

CC road;Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base scourse on a well prepared subbase and compacting with smooth wheel roller of 80 to 100kN/ Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/MORTH. RBR-SBBS-11

CC road;TBSP-B.II-02-Constructing 457.2 mm x 457.2 mm (1'6"x1'6") brick in CM 1:6 prop. Masonry. Inspection chamber upto 914.4 mm (3'0") and fitted with light weight 457.2mm x 457.2 mm (1'6"x1'6") C.I frame and cover of 20Kg

CC road;Supply, delivery, lowering of 300 mm dia. RCC NP2 Class S/S pipes carefully into the ready made 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

CC road;Plain Cement concrete (1:3:6) using 20 mm HBG graded metal 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, Centering and laying concrete in under bed and side walls, compacted by vibration including curing for 14 days complete but excluding cost of steel and its fabrication charges for finished item of work as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH, RBR-FNDN-4

CC road;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, laving 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

CC road;Carting of surplus earth including loading, unloading and conveyance upto 3kms including all labour charges RBR-FNDN-2

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 150 times the width (RBR-FNDN-1)