Municipal Corporation Tender

CIVIL ENGINEERING WORKS;Manufacture, Supply and Delivery of DI/DF Gate valve (soft seated ) resilient seated soft sealing gate valves (sulice valves ) with body bonnet of ductile cast iron of grade GGG40/12 or equivelent grade as per I.S 3896/part-2 1985 and subsiquent revisions wedge fully rubber lined with EPDM food grade quality . and seales of NBR and the valves should be of vacum tight and 100% leak proof with face to face dimensions as per BS 5163-89/IS 14846-2000/DIN 3202 F4.all the valves should be Electrostatic powder coating both inside and outside pocket less body passage .Drilled as per IS 1538. PN 16 SSR P.no 77

CIVIL ENGINEERING WORKS;Providing Horizontal Core Drilling for Culvert Body Walls including of all necessary core drilling materials and equpments etc., completed

CIVIL ENGINEERING WORKS;Cutting of C.C. Road surface including stacking of excavated materials for lying of pipe lines as per the ditections of the departmental authorities.

CIVIL ENGINEERING WORKS;Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and back filling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH up to initial lift of 3.0Mts. For Pipe line trenches.

CIVIL ENGINEERING WORKS;Supply and delivery of quarry dust from approved quarry including cost and conveyance of all materials and labour charges for stacking at site to departmental guage, spreading, sectioning, seignorage, watering etc., complete as per specification.

CIVIL ENGINEERING WORKS;Laying and jointing of HDPE pipes by butt fusion welding as per IS: 7634 ? part-II/1975 as amended from time to time to the alignment and gradient and testing the pipeline to the required pressure complete as directed by the departmental authorities. SSR P.NO 5

CIVIL ENGINEERING WORKS;Manufacture, supply and delivery ,fabrication and errection at site MS Pipes and Spls. made with 10mm thick MS Plate including painting with one coat of redoxide ,two coats of anty corrosie paint including cost of material, cutting ,welding, bending, and fabrication charges, including transportaion, loading,unloading,at work spot.as directed by the Dept. Engineer-in- chrges

CIVIL ENGINEERING WORKS;Jointing CI pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing to required pressure complete. (Reference to specifications. BIS No.3114/1994.)

CIVIL ENGINEERING WORKS;Lowering, keeping in position and fixing C.I. sluice valves (with cap / with hand wheel & reflex valves) excluding cost of bolts, nuts, rubber insertion, sluice valve and tail pieces etc. complete as per SS.

CIVIL ENGINEERING WORKS;Providing inter connection between existing pipeline and newly laid pipe line incluing of all neessary interconnection materials and washers and man mazdoors. Etc., completed

CIVIL ENGINEERING WORKS;Bailing out of water with oil engine, driven pumpset including hire charges, fuel charges and wages of driver and helper etc., complete as per the directions of departmental authorities.

CIVIL ENGINEERING WORKS;Providing water supply house service connection including earth work, cost of material, labour charges, fitting charges etc complete as directed by departmental authorites.

CIVIL ENGINEERING WORKS;Construction of Masonry chamber suitable for above sluice valve including cost and conveyance of all materials and labor charges etc., complete as per approve type design

CIVIL ENGINEERING WORKS;Conveyance of excavated earth with an average lead of 2 Km including loading, unloading, spreading and stocking etc. complete P.No 6

CIVIL ENGINEERING WORKS;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 IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate 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 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. Unit = cum. including cost and conveyance of all materials and labour charges etc,Complete.