Hyderabad Metropolitan Development Authority Tender

Item;Manufacturing, Supply, Fabrication, Erection and Fixing of Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979 - - 4"x4" (102 mm x 102 mm) - 8 Gauge including Labour charges for fixing in position power charges, cost and conveyance of all materials. Including lead and lift charges,including contractor's profit and overhead charges but excluding Seigniorage Charges, complete for finished items of work and as directed by Engineer-in charge-for Chain Link Fencing

Item;Manufacturing, Supply, Mouldimg, Welding, Fabrication, Erection and Fixing of angular posts 75 X 75 X 5 mm at an espacement of 2.62 mts with patties (40x5 mm) and bending goose neck 45 angle (0.4m height) with horizontal ties with MS angles 45 X 45 X 5 mm at top of 3.0 m length and welding th hold fast, as per the drawing including Nut and bolts,including Labour charges for fabricating steel works like Compound Wall Grills including cost of welding rods,Labour charges for fixing Grills in position power charges, cost and conveyance of all materials ,allowances. Including lead and lift charges,including contractor's profit and overhead charges but excluding Seigniorage Charges, complete for finished items of work and as directed by Engineer-in charge-for Chain Link Fencing

Item;Plain Cement Concrete (1:3:6) proportion by machine mix (cement: fine aggregate: Coarse aggregate) using 20mm and down size Hard Granite macine crushed metal from approved quarry and with minimun quantity of cemnet of 220 kg/cum including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, all operational, incidental, and labour charges such as machine mixing, laying and ramming concrete in 150mm layers , finishing top surface, curing concrete, etc., including lead and lift charges, contractor profit and overhead charges excluding Seignorage charges etc., complete for finished item of work and as directed by the Engineer-in-charge (APSS No. 402)-for Chain Link Fencing

Item;Plain Cement Concrete (1:5:10) proportion by machine mix (cement: fine aggregate: Coarse aggregate) using 40mm size Hard Granite macine crushed metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, lead and lift charges all operational, incidental, and labour charges such as machine mixing, laying and ramming concrete in 150mm layers , finishing top surface, curing concrete, contractor profit and overhead charges etc.,excluding seigniorage charges, sales & other taxes complete for finished item of work and as directed by the Engineer-in-charge for Foundations and Flooring Bed (APSS No. 402) of Chain Link Fencing -for Chain Link Fencing

Item;Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, lead and lifts, Contractors profit and Overhead charges etc. complete for finished item of work excluding dewatering charges and Seignorage charges etc as per SS - 20 B (APSS 308). Ordinary soils-Mechcanical Means-Upto 3 m depth. Complete including contractor's profit and overhead charges but excluding Seigniorage Charges, complete for finished items of work and as directed by Engineer-in charge. -for Chain Link Fencing

Item;Engaging Tipper 5.0 Cum for Carting of Debries/ excavated earth, Unserviceable material with a lead of 5 KM into low level areas etc. Including loading, unloading conveyance and overhead charges and incl cost of Hire, fuel, crew charges etc., including contractor's profit and overhead charges but excluding Seigniorage Charges, complete for finished items of work and as directed by Engineer-in charge.-for Chain Link Fencing

Item;Engaging Dozer 50 hp for levelling and jungle clearance all along the boundary of the land, complete incl cost of Hire, fuel, crew charges etc., including contractor's profit and overhead charges but excluding Seigniorage Charges, complete for finished items of work and as directed by Engineer-in chargee -for Chain Link Fencing

Item;Engaging JCB along the boundary of the land for clearance of boulders and levelling etc., Complete incl cost of diesel, driver batha, including contractor's profit and overhead charges but excluding Seigniorage Charges, complete for finished items of work and as directed by Engineer-in charge.-for Chain Link Fencing

Item;Engaging Hydraulic excavator of 0.9 cum bucket capacity along the boundary of the land for removal of boulders and levelling by mechanical means including contractor's profit and overhead charges but excluding Seigniorage Charges, complete for finished items of work and as directed by Engineer-in charge. -for Chain Link Fencing

Item;Carting away the surplus excavated earth/rock/boulders from the work site with a lead of 1.0 Kms beyond initial lead away from work spotand conveyance including Contractor's profit and overhead charges but excluding Seignorage charges etc., complete for finished item of work and as directed by the Engineer-in-charge- for Water Supply Lines

Item;Refilling with excavated earth including watering, ramming and all labour charges, etc., complete including contractor's profit and overhead charges but excluding Seigniorage Charges, complete for finished items of work and as directed by Engineer-in charge- for Water Supply Lines

Item;Manufacture, supply and delivery of Single Chamber DI Air Valve various Dia with Body and cover in Ductile Iron of grade GGG-40/SG-400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions. All internal parts such as float, shell etc., all cover bolts, of stainless steel, and Gaskets and seals of EPDM food grade quality Epoxy powder coating (EP-P) inside and outside colour blue. Drilled as per requirement of the dept. Lowering, keeping in position and fixing C.I. sluice valves (with cap / with hand wheel & reflex valves) including cost of bolts, nuts, rubber insertion, sluice valve and tail pieces and Jointing the valves with flanged ends to DI K7 S/S pipes with required accessories including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters. The Valves shall be tested for (closed end Test) with water, with a lead of 500 mts. and testing against Hydrostatic test requirement as per Specification BIS No. 3114/1994.. The rates are including packing and transportation, including contrator's profit and overhead charges but excluding seignoarge charges. The operation can be done with handwheel/cap. ISI Marked complete including contractor's profit and overhead charges but excluding Seigniorage Charges, complete for finished items of work and as directed by Engineer-in charge. 50mm dia for Water Supply Lines

Item;Manufacture, Supply and Delivery of various dia (Class-150 Body 425PSI Seat 300 PSI PN-20) Cast Carbon Steel rising / Non rising spindle sluice valve design standard as per IS:14846/2000 with amendments No. 1&2 heavy duty with CI grade FG 260 as per IS: 210. for Water Supply Scheme with SS Spindle & SS Working parts the grade of Cast Steel for body Bonnet, Dome, Stool Cover, Wedge, Stuffing Box, Gland Thrust Plate, shall be as per IS : 1030 /1998. (The valve shall be used for High pressure schemes & pumping stations). Two coats of primer suitable for EPOXY PAINTS finish shall be applied to all metal surface and finally two coats of Epoxy Paint. Lowering for keeping in position and Jointing pipes, fittings and valves with flanged ends to DI K7 S/S pipes including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing against Hydrostatic test requirement to required pressure complete. (Reference to specifications. BIS No.3114/1994.). including transportation of valves and accessories including loading at factory and unloading, stacking at site of work, RCC valve chamber including excavation, filling M-10 and M-20, Plastering etc.,,Contractors profit and overhead charges etc., complete. ISI Marked excluding Seignorage charges The operation can be done with handwheel/cap. ISI Marked. completeincluding contractor's profit and overhead charges but excluding Seigniorage Charges, complete for finished items of work and as directed by Engineer-in charge.200mm dia for Water Supply Lines

Item;Manufacture, Supply and Delivery of various dia (Class-150 Body 425PSI Seat 300 PSI PN-20) Cast Carbon Steel rising / Non rising spindle sluice valve design standard as per IS:14846/2000 with amendments No. 1&2 heavy duty with CI grade FG 260 as per IS: 210. for Water Supply Scheme with SS Spindle & SS Working parts the grade of Cast Steel for body Bonnet, Dome, Stool Cover, Wedge, Stuffing Box, Gland Thrust Plate, shall be as per IS : 1030 /1998. (The valve shall be used for High pressure schemes & pumping stations). Two coats of primer suitable for EPOXY PAINTS finish shall be applied to all metal surface and finally two coats of Epoxy Paint. Lowering for keeping in position and Jointing pipes, fittings and valves with flanged ends to DI K7 S/S pipes including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing against Hydrostatic test requirement to required pressure complete. (Reference to specifications. BIS No.3114/1994.). including transportation of valves and accessories including loading at factory and unloading, stacking at site of work, RCC valve chamber including excavation, filling M-10 and M-20, Plastering etc.,,Contractors profit and overhead charges etc., complete. ISI Marked excluding Seignorage charges The operation can be done with handwheel/cap. ISI Marked. complete including contractor's profit and overhead charges but excluding Seigniorage Charges, complete for finished items of work and as directed by Engineer-in charge.150mm dia for Water Supply Lines

Item;Manufacture, Supply and Delivery of various dia (Class-150 Body 425PSI Seat 300 PSI PN-20) Cast Carbon Steel rising / Non rising spindle sluice valve design standard as per IS:14846/2000 with amendments No. 1&2 heavy duty with CI grade FG 260 as per IS: 210. for Water Supply Scheme with SS Spindle & SS Working parts the grade of Cast Steel for body Bonnet, Dome, Stool Cover, Wedge, Stuffing Box, Gland Thrust Plate, shall be as per IS : 1030 /1998. (The valve shall be used for High pressure schemes & pumping stations). Two coats of primer suitable for EPOXY PAINTS finish shall be applied to all metal surface and finally two coats of Epoxy Paint. Lowering for keeping in position and Jointing pipes, fittings and valves with flanged ends to DI K7 S/S pipes including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing against Hydrostatic test requirement to required pressure complete. (Reference to specifications. BIS No.3114/1994.). including transportation of valves and accessories including loading at factory and unloading, stacking at site of work, RCC valve chamber including excavation, filling M-10 and M-20, Plastering etc.,,Contractors profit and overhead charges etc., complete. ISI Marked excluding Seignorage charges The operation can be done with handwheel/cap. ISI Marked. complete including contractor's profit and overhead charges but excluding Seigniorage Charges, complete for finished items of work and as directed by Engineer-in charge.100mm dia - for Water Supply Lines

Item;Supply and filling at work site crusher stone dust cushion to the pipe line trenches wherever required including watering tamping and ramming as directed by the departmental offciers including cost and conveance of dust, loading, unloading and transportation and all other incidental charges, contractor's profit and overhead charges etc., excluding Seignorage charges complete for finished item of work and as directed by the Engineer-in-charge - for Water Supply Lines

Item;Manufacture, Supply, delivery and Lowering & jointing of Centrifugally Cast (Spun) ductile Iron K7 various dia pressure pipes with socket spigot ends confirming to I.S.8329/2000 in Standard Working lengths of 4.5,5.5 & 6 meter for classification K7 suitable for push-on-joint (Rubber Gasket D jointing) with cement mortar lining inside the pipe with outside zinc coating including transportation, Conveyance and accessories including loading at Factory, unloading at site and stacking & Jointing of D.I. pipes and fittings with rubber gasket (push-on-joint),including the cost of the gasket, all sundries filling with water,with a water leadup to 500m and testing to required pressure, Reference to specifications IS3114/1994/12888/1987 and Lowering Pipes and specials (fittings) with s/s endscarefully into the trench and laying them true to alignment and gradient including all sundries, (Ref to specifications. BIS No.3114/1994) and jointing of required specials like Tees, bends, crosses with or without differential dia., as per BIS No.3114/85 and including cost of jointing materials such as lead or lead wool and spun yarn and required sundries, as cost of fuel for melting lead, filling with water, with a water lead upto 500 m and testing to Pressure gauage etc. including specials, contractor's profit and overhead charges but excluding seignorage, complete for finished item of work and as directed by the Engineer-in-charge.200mm dia DI k7 class pipes- for Water Supply Lines

Item;Manufacture, Supply, delivery and Lowering & jointing of Centrifugally Cast (Spun) ductile Iron K7 various dia pressure pipes with socket spigot ends confirming to I.S.8329/2000 in Standard Working lengths of 4.5,5.5 & 6 meter for classification K7 suitable for push-on-joint (Rubber Gasket D jointing) with cement mortar lining inside the pipe with outside zinc coating including transportation, Conveyance and accessories including loading at Factory, unloading at site and stacking & Jointing of D.I. pipes and fittings with rubber gasket (push-on-joint),including the cost of the gasket, all sundries filling with water,with a water leadup to 500m and testing to required pressure, Reference to specifications IS3114/1994/12888/1987 and Lowering Pipes and specials (fittings) with s/s endscarefully into the trench and laying them true to alignment and gradient including all sundries, (Ref to specifications. BIS No.3114/1994) and jointing of required specials like Tees, bends, crosses with or without differential dia., as per BIS No.3114/85 and including cost of jointing materials such as lead or lead wool and spun yarn and required sundries, as cost of fuel for melting lead, filling with water, with a water lead upto 500 m and testing to Pressure gauage etc. including specials, contractor's profit and overhead charges but excluding seignorage, complete for finished item of work and as directed by the Engineer-in-charge.150mm dia DI k7 class pipes- for Water Supply Lines

Item;Manufacture, Supply, delivery and Lowering & jointing of Centrifugally Cast (Spun) ductile Iron K7 various dia pressure pipes with socket spigot ends confirming to I.S.8329/2000 in Standard Working lengths of 4.5,5.5 & 6 meter for classification K7 suitable for push-on-joint (Rubber Gasket D jointing) with cement mortar lining inside the pipe with outside zinc coating including transportation, Conveyance and accessories including loading at Factory, unloading at site and stacking & Jointing of D.I. pipes and fittings with rubber gasket (push-on-joint),including the cost of the gasket, all sundries filling with water,with a water leadup to 500m and testing to required pressure, Reference to specifications IS3114/1994/12888/1987 and Lowering Pipes and specials (fittings) with s/s endscarefully into the trench and laying them true to alignment and gradient including all sundries, (Ref to specifications. BIS No.3114/1994) and jointing of required specials like Tees, bends, crosses with or without differential dia., as per BIS No.3114/85 and including cost of jointing materials such as lead or lead wool and spun yarn and required sundries, as cost of fuel for melting lead, filling with water, with a water lead upto 500 m and testing to Pressure gauage etc. including specials, contractor's profit and overhead charges but excluding seignorage, complete for finished item of work and as directed by the Engineer-in-charge.100mm dia DI k7 class pipes- for Water Supply Lines

Item;Excavation for Water Supply Pipelines and in soil with hydraulic excavator of 0.9 cum bucket capacity in narrow trenches including cutting and loading, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, setting out, construction of shoring strutting and bracing, removal of stumps and other deleterious material and disposal with all lifts and lead upto 1000 m including dressing of sides and bottom backfilling as per Technical Specification Clause 302.3 MORD / 301 MORTH for Pipe Line Trenches, including provision for narrow trenches in restricted areas, including contractor's profit and overhead charges but excluding Seigniorage Charges, compete for finished items of work and as directed by Engineer-in charge- for Water Supply Lines

Item;Supply & Delivery of manhole covers with ISI marking anywhere in A.P, F.O.R destination including loading, un-loading at site, Contractor's profit and overhead charges etc as applicable ISI Mark, complete including contractor's profit and overhead charges but excluding Seigniorage Charges, complete for finished items of work and as directed by Engineer-in charge.H.D.-35 with 560mm dia clear opening-for Under Ground Drainage Lines

Item;Additional manhole 0.10 M depth constructon of 1.5 circular sewer man hole of 2.3 mts - 3.0mts depth with Fly Ash bricks in CM(1:6) Prop as per specification etc complete. benching / chanelling,internal plastreng with 20 mm thick cm 1:4 and External Plasterng with 12mm thick CM (1:4) with fine rendering including cost and fixing of CI steps and fixing FC/ CI cover and frame but excluding the cost of cover and frame, including the cost and conveyance of all materials at site complete and curing for 21 days complete as per specification etc completeincluding contractor's profit and overhead charges but excluding Seigniorage Charges, complete for finished items of work and as directed by Engineer-in charge.-for Under Ground Drainage Lines

Item;Constructon of 1.50 M Circular Sewer Man hole of 1.20 mts x 0.55 m of 2.3 M depths with Fly ash bricks in cm 1:6 prop and corbelling too including cc bed ( 1:4:8 ) prop using 40 mm gauge HG Metal 0.10 mt thick and CC (1:2:4) Prop benching / chanelling,internal plastreng with 20 mm thick cm 1:4 and External Plasterng with 12mm thick CM (1:4) with fine rendering including cost and fixing of CI steps and fixing FC/ CI cover and frame but excluding the cost of cover and frame, including the cost and conveyance of all materials at site complete and curing for 21 days complete as per specification etc completeincluding contractor's profit and overhead charges but excluding Seigniorage Charges, complete for finished items of work and as directed by Engineer-in charge.Above 2.3 m and below 3.0 m depth 450 mm dia Pipe -for Under Ground Drainage Lines

Item;Construction of Additional manhole 0.10 M depth constructon of 1.2 circular sewer man hole of 1.65-2.3 mts depth with Fly ash cement solid blocks with compressive strength of 50 kg/sq.cm - IS:12894-1990 - CLASS - 5,225 x 100 x 60 mm in CM(1:6) Prop as per specification etc complete. Internal plastering with 20 mm thick CM (1:4) and External plastering with 12mm thick CM (1:4) with fine rendering including cost and fixing of CI steps and fixing FC/ CI cover and frame but excluding the cost of cover and frame, including the cost and conveyance of all materials at site complete and curing for 21 days complete, Contractor's profit and overhead charges, but excluding seignarage charges as per specification etc.complete for finished item of work and as directed by the Engineer-in-charge. for Under Ground Drainage Lines

Item;Constructon of 1.20 M Circular Sewer Man hole of 1.20 mts x 0.55 m of 1.65 M depths with Fly ash bricks in cm 1:6 prop and corbelling too including cc bed ( 1:4:8 ) prop using 40 mm gauge HG Metal 0.10 mt thick and CC (1:2:4) Prop benching / chanelling,internal plastreng with 20 mm thick cm 1:4 and External Plasterng with 12mm thick CM (1:4) with fine rendering including cost and fixing of CI steps and fixing FC/ CI cover and frame but excluding the cost of cover and frame, including the cost and conveyance of all materials at site complete and curing for 21 days complete as per specification etc completeincluding contractor's profit and overhead charges but excluding Seigniorage Charges, complete for finished items of work and as directed by Engineer-in charge.Above 1.5 m and below 3.0 m depth 300 mm dia Pipe- for Under Ground Drainage Lines

Item;Manufacture, Supply and Delivery of various internal dia R.C.C. NP 3 Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes with M35 grade concrete conforming to B.I.S. 458/2003 at exfactory (rate per meter of effective length) in standard lengths using Sulphate Resistant Cement confirming to IS 12330/1998 including laying and jointing, lowering in the readymade trenches,cost of rubber rings, conveyance to site inclding cost of all materials unloading, hoisting, laying true to aligmnet and gradient by using cranes jointing with rubber rings all other incidental and operational charges and testing,contractor's profit and overhead charges but excluding Seignorage Chrages etc., complete for finished item of work and as directed by the Engineer-in-charge. For 450mm Dia for Under Ground Drainage Lines

Item;Manufacture, Supply and Delivery of various internal dia R.C.C. NP 3 Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes with M35 grade concrete conforming to B.I.S. 458/2003 at exfactory (rate per meter of effective length) in standard lengths using Sulphate Resistant Cement confirming to IS 12330/1998 including laying and jointing, lowering in the readymade trenches,cost of rubber rings, conveyance to site inclding cost of all materials unloading, hoisting, laying true to aligmnet and gradient by using cranes jointing with rubber rings all other incidental and operational charges and testing,contractor's profit and overhead charges but excluding Seignorage Chrages etc., complete for finished item of work and as directed by the Engineer-in-charge. For 300mm Dia for Under Ground Drainage Lines

Item;Reffling with usefull available excavated earth / soils in trenches ,sides of foundations & basement and the pipeline trenches after laid, jointed, executed, tested with intial lead in layors not exceeding 15 cm thick , consolidating each deposited layer by watering consolidting each layer by watering and ramming including cost and conveyonce of water to work site and all operational ,incidental,labour charges,hire charges of T&P .,Complete for finished item of work including contractor's profit and overhead charges but excluding Seigniorage Charges, complete for finished items of work and as directed by Engineer-in charge.-for Under Ground Drainage Lines

Item;Supplying and filling robo sand in trenches, sides of the foundations and basement with initial lead in layers not exceeding 15 cm thick consolidatiing each depposited layer by watering and rampping including cost and conveyance of water to work site and all operational incidental, labour charges hire charges and T & O Complete for finished item APSS 309 &310) including contractor's profit and overhead charges but excluding Seigniorage Charges, complete for finished items of work and as directed by Engineer-in charge for Under Ground Drainage Lines

Item;Excavation for underground drainage lines in soil with hydraulic excavator of 0.9 cum bucket capacity in narrow trenches including cutting and loading, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, setting out, construction of shoring strutting and bracing, removal of stumps and other deleterious material and disposal with all lifts and lead upto 1000 m including dressing of sides and bottom backfilling as per Technical Specification Clause 302.3 MORD / 301 MORTH for Pipe Line Trenches, including provision for narrow trenches in restricted areas, including contractor's profit and overhead charges but excluding Seigniorage Charges, complete for finished items of work and as directed by Engineer-in charge for Under Ground Drainage Lines