Municipality Tender

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 mixer of not less than 0.2 cum capacity and appropelate weigh batcher using approved mix design, laid in approved fixed side formworl (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, raka 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 jo 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.

drain;RBR-SBBS-11 B: Providing, laying, spreading and compacting graded stone aggregate to wet mis macadam specification including premixing the material with water at OMC in mechanical miser (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub base/base course on well prepared sub-base and compacting with Vibratory Itoller 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

drain;Construction of granular sub-base by providing well graded material/Close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller 80-100 kN/ Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD/MORTH.

drain;Manufacturing supraying and justing of 160mm dia double socket PVC/SWR pipe 3/Tigem including cost and conveyance of pipes and all labimur charges etc. complete | Every 15mers interval under the ground) TRSP-HJ-22

drain;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 up to 914.4 mm (3'0") and fitted with light weight 457.2 mm x 457.2 mm (1'6"x1'6") C.I frame and cover of 20 Kg.

drain;Supply and Delivery of 300 mm dia 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 with a water lead upto 500 meters including cost of rubber rings as per BIS No. 783/1985 etc., complete.

drain;Plain Cement concrete (1:3:6) using 20 min thes granted mal machine crushed granite fromising 20 mm praeding cost and conveyance of all materials like cement, sand, coarse aggregat ta water etc. to site, including seigniorage charges, sales de other tases on all materials and including all charges for machine mising 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-4On above pipes

drain;Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) untier 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 finsihed item of work (APSS.402)-BLD-CSTN-3-5 For UGD

drain;Carting of surplus earth including loading, unloading and conveyance upto 3kms including all labour charges RBR-FNDN-2 Qty as per item No.01 Restricted to 70%

drain;For CC 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) For Drain For Road