Municipality Tender

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 or Bed

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, 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

CC road;Supply and Filling with Crusher Stone Dust as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH inchading cost and conveyance of all materials and labour charges etc, complete for finished items of work. [RBR-FNDN-21]

CC road;Carting of surplus earth including loading, unloading and conveyance upto Ams including all labour charges RBR- qty as per 75% of item 1

CC road;Earthwork in excavation for roadway in soil and drains es per drawing and wechnical specifications Clause 105.1 including wering removal of stampe and other deleterious maternal and dirpomal upto a lead of 30 m. ete complete for where depth is less than 1.5o the width (RBR-FNDN-1)

CC road;Saw cut joints for freshly laid concrete pavement including all material and labour charges (Groooves 2-3mm)

CC road;Vaccum drying of freshly laid cement concrete floor using 100% air tight suction mat of suitable size and length, vaccum pump to maintain vaccum presssure 07-08 atmospheres as per the standard procedure floating with power floater,mechanical travelling, finishing with sound edges and corners, including hire and operational charges of machinery, labour,fuel etc.complete for finished item of work as directed by Engineer-in-charge of the workas approved rate)

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]

CC road;Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thackrums an per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 ?30 (Grade), coarse and fine aggregates conforming to 15: 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh butcher 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, raken, compacted using needle. scareed and plate vibrators and finished in continuumus operation including provision of contraction and expansion, construction points. applying debonding strips, primer, sealant, dowel hars, 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 course 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;Supply and Filling with Crusher Stone Dust as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH including cost and conveyance of all materials and labour charges etc., complete for finished items of work. [RBR-FNDN-21]

CC road;Carting of surplus earth including loading, unleading and conveyance upto 3kms including all labour charges RBR-FNDN-2 Qty as per item No. 1 restricted to 75%

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)