Hyderabad Metropolitan Development Authority Tender

Item;Construction of circular sewer man hole of 1.20 m x 0.56 m of 1.65 m depths 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 and corbellng too, including CC bed (1:4:8) prop using 40 mm guage HG metal 0.20 m thick and CC (1:2:4) prop. Benching / chanelling ,internal plastering with 20 mm thick in CM (1:4) and external plastering with 12 mm thick in 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 seignorage charges as per specification, etc. with various dia pipe complete for finished item of work and as directed by the Engineer-in-charge. Above 1.5 m and below 3.0 m depth 600 mm dia Pipe

Item;Construction of circular sewer man hole of 1.20 m x 0.56 m of 1.65 m depths 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 and corbellng too, including CC bed (1:4:8) prop using 40 mm guage HG metal 0.20 m thick and CC (1:2:4) prop. Benching / chanelling ,internal plastering with 20 mm thick in CM (1:4) and external plastering with 12 mm thick in 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 seignorage charges as per specification, etc. with various dia pipe complete for finished item of work and as directed by the Engineer-in-charge. Above 1.5 m and below 3.0 m depth 450 mm dia Pipe

Item;Construction of circular sewer man hole of 1.20 m x 0.56 m of 1.65 m depths 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 and corbellng too, including CC bed (1:4:8) prop using 40 mm guage HG metal 0.20 m thick and CC (1:2:4) prop. Benching / chanelling ,internal plastering with 20 mm thick in CM (1:4) and external plastering with 12 mm thick in 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 seignorage charges as per specification, etc. with various dia pipe complete for finished item of work and as directed by the Engineer-in-charge. Above 1.5 m and below 3.0 m depth 300 mm dia Pipe

Item;Construction of additional man hole 0.10 m depth, construction of 0.90 m circular sewer manhole of 1 to 1.65 m 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 in CM (1:4) and external plastering with 12 mm thick in 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 seigniorage charges as per specification etc., complete for finished item of work and as directed by the Engineer-in-charge

Item;Construction of 0.90 M Circular Sewer Man hole of 0.90 mts x 0.56m of 1.0 M depths 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 and corbelling too including CC bed ( 1: 4 : 8 ) prop using 40 mm gauge HG Metal 0.15 mt thick and CC (1:2:4) Prop benching / chanelling,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, contractors profit and overhead charges but excluding seignarage charges as per specification etc., with various dia pipe. complete for finished item of work and as directed by the Engineer-in-charge.

Item;Manufacture, Supply and Delivery of 600mm 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 600mm RCC

Item;Manufacture, Supply and Delivery of 450mm 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.

Item;Supply, Lowering, laying and jointing of 300mm dia SWG SP1 pipe in ready made trench true to alignment and gradient,jointing, and testing of stone ware pipes including cost of jointing material such as cement mortar (1:1) proportion and hemp yarn including cost and conveyance of pipe. (Reference to specifications BIS No.6530/72) PHE-LJSW-13 including loading and unloading, Contractor's profit and overhead charges but excluding Seigniorage Charges etc., complete for finished item of work and as directed by Engineer in charge.

Item;Carting of surplus excavated rock from the site to a distance of 5 km beyond initial lead including loading, unloading charges, cost & conveyance, dumping, labour charges, all leads & lifts and other incidental and operational charges etc., complete.

Item;Carting away unuseful excavated soil at site and pipe line trench earth including transportation of 5 km beyond initial lead away from the work spot, including loading and unloading, Contractor's profit and overhead charges complete for finished item and as directed by the Engineer-in-charge.

Item;Refilling 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 , contractor profit and overhead charges, but excluding Seigniorage Charges etc., complete for finished item of work and as directed by Engineer in charge.

Item;Cuttingof CC road surface including stacking of excavated materials for pipe line trench work.s. including contractor profit and overhead charges, but excluding Seigniorage Charges etc., complete for finished item of work and as directed by Engineer in charge.

Item;Collection, Supply and filling of Robo sand from approved quarry to work site including cost and conveyance of all material and all labour charges, etc., Complete for as per standard specifications of Clause 305.3.9 MORD & 304 MORTH complete for finished item of work and as directed by the Engineer-in-charge

Item;Excavation for under ground drainage lines in hard rock in narrow trenches with controlled blasting by drilling, blasting and breaking, trimming of 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, loading and disposal of cut rock with all lifts and leads upto 1000 m including dressing of sides and bottom, backfilling as per Technical Specification Clause 302.3.5 MORD / 301 MORTH for Pipe Line Trenchs including provision for narrow trenches in restricted areas and contractor's profit and overhead charges but excluding Seigniorage Charges,complete for finished items of work and as directed by Engineer-in charge

Item;Earthwork excavation in all kinds of soil for Pipe line trenches in ordinary soils, by Manual means as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges contractor's profit and overhead charges but excluding Seigniorage Charges, compete for finished items of work and as directed by Engineer-in charge

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, compete for finished items of work and as directed by Engineer-in charge