Municipal Corporation Tender

S10;Manufacture, supply and delivery of Unplasticised PVC Pipes for potable water supplies conforming to IS : 4985-2000 (third revision ) with bell ends socket as per specification in light gray by natural ivory grey by any other colour (Except white) inclusive of transportation to the subdivisional stores any where in ap excluding excise duty and sales tax etc, for 110 mm dia.

S10;Lowering Laying, jointing , testing to hydraulic test pressure including cost of water with minimum water lead of 500mm for UPVC pressure pipes in readymade trenches true to alignment and gradient including II Sundries but excluding cost and conveyance of pipes from source of supply and jointing materials as per BIS no.7634-II-1975

S10;Manufacture supply and delivery of CID Joints with Drill Core Hole and including cost and convayance ISI marked rubber rings of IS 10292-1988 bolts and nuts confirming to IS 1363 Part-I & Part III 1984 etc suitable for AC pressure pipes of class 15 including transporation VAT and other Govt. Taxes complete but excluding central excise duty.

S10;Supply and delivery of "Resilient Seated Soft Sealing"Gate Valves (Sluice Valves) with Boby and Bonnet of Suctile Iron GGG-40/SG-400/15 or GGG-50/SG-500/7 or Equivalent ad per IS 1865, IS:3896-2 and Wedge fully Rubber Lined with Food Grade quality grade W270 grade EPDM, Replaceable Spindle Nur without gland packing with 3-0 ring protection system on the shaft and seals of NBR. The Valves should be Vacuum tight and 100% leak proof with face to face dimensions as BS:5163 Type A/IS14846. All the valves should be with fusin bonded Electrostatic Powder coating both inside and outside (Min 250 Microns) - RAL 5005 with Pocket Less Straight through body passage conforming to Design standards of DIN-3202F4/BS:5163 Type A Flange drilling as per IS-1538 excluding all taxes, duties and transportation. P.N.1.0 (MPa)

S10;Supply and delivery of PVC Solution 1000 Ml including cost and conveyance of all materials and labour charges etc., complete.

S10;Laying Cement concrete (1:4:8) using 40mm nominal size HBG metal M/C including cost and conveyance of all materials from approved quarry, machine mixing, vibrating, laying, levelling, ramming, curing and labour charges etc., complete. As per APSS 402

S10;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 aggregate 20mm HBG M/c graded (60% 20mm & 40% 12.5mm) 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 (Joint Filler Board), construction joints, applying debonding strips, primer, sealant, 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. as per RBR-CCPV-5 (M30) Note:- The Cement content is considered at 400kg/cum and as per mix design report the cement and aggregates will be regulated.

S10;Carting away the surplus excavated earth from the work site with a lead of 1.00 Km beyond initial lead including loading, unloading and conveyance but excluding stacking charges etc. complete. For a lead of 1 KM

S10;Head Load charges

S10;Sand

S10;Cement

S10;Metal