Hyderabad Metropolitan Development Authority Tender

Providing Infrastructure facilities to the proposed Layout of Phase III with Formation of Roads Ext;Manufacture, supply and delivery of Single Chamber DI Air Valve various Dia (for 150mm 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 for finished item of work and as directed by the Engineer-in-charge.

Providing Infrastructure facilities to the proposed Layout of Phase III with Formation of Roads Ext;Manufacture, Supply and Delivery of various dia (for 450mm 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 for finished item of work and as directed by the Engineer-in-charge.

Providing Infrastructure facilities to the proposed Layout of Phase III with Formation of Roads Ext;Manufacture, Supply and Delivery of various dia (for 300mm 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 for finished item of work and as directed by the Engineer-in-charge.

Providing Infrastructure facilities to the proposed Layout of Phase III with Formation of Roads Ext;Manufacture, Supply and Delivery of various dia (for 250mm 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 for finished item of work and as directed by the Engineer-in-charge.

Providing Infrastructure facilities to the proposed Layout of Phase III with Formation of Roads Ext;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 for finished item of work and as directed by the Engineer-in-charge.150mm dia

Providing Infrastructure facilities to the proposed Layout of Phase III with Formation of Roads Ext;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

Providing Infrastructure facilities to the proposed Layout of Phase III with Formation of Roads Ext;Manufacture, Supply, delivery and Lowering & jointing of Centrifugally Cast (Spun) ductile Iron K7 various dia (for 450mm dia DI k7 class pipes) 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.

Providing Infrastructure facilities to the proposed Layout of Phase III with Formation of Roads Ext;Manufacture, Supply, delivery and Lowering & jointing of Centrifugally Cast (Spun) ductile Iron K7 various dia (for 300mm dia DI k7 class pipes) 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.

Providing Infrastructure facilities to the proposed Layout of Phase III with Formation of Roads Ext;Manufacture, Supply, delivery and Lowering & jointing of Centrifugally Cast (Spun) ductile Iron K7 various dia (for 250mm dia DI k7 class pipes) 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.

Providing Infrastructure facilities to the proposed Layout of Phase III with Formation of Roads Ext;Manufacture, Supply, delivery and Lowering & jointing of Centrifugally Cast (Spun) ductile Iron K7 various dia (for150mm dia DI k7 class pipes) 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.

Providing Infrastructure facilities to the proposed Layout of Phase III with Formation of Roads Ext;Excavation for Water Supply Pipelines 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

Providing Infrastructure facilities to the proposed Layout of Phase III with Formation of Roads Ext;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

Providing Infrastructure facilities to the proposed Layout of Phase III with Formation of Roads Ext;Supply & Delivery of manhole covers H.D - 35 with 560mm dia clear opening 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 for finished item of work and as directed by the Engineer-in-charge.

Providing Infrastructure facilities to the proposed Layout of Phase III with Formation of Roads Ext;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.

Providing Infrastructure facilities to the proposed Layout of Phase III with Formation of Roads Ext;Construction of circular sewer man hole of 1.20 m x 0.56 m of 1.65 m depths (Above 1.5 m and below 3.0 m depth 600 mm dia Pipe) 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.

Providing Infrastructure facilities to the proposed Layout of Phase III with Formation of Roads Ext;Construction of circular sewer man hole of 1.20 m x 0.56 m of 1.65 m depths (Above 1.5 m and below 3.0 m depth 450 mm dia Pipe) 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.

Providing Infrastructure facilities to the proposed Layout of Phase III with Formation of Roads Ext;Construction of circular sewer man hole of 1.20 m x 0.56 m of 1.65 m depths (Above 1.5 m and below 3.0 m depth 300 mm dia Pipe) 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.

Providing Infrastructure facilities to the proposed Layout of Phase III with Formation of Roads Ext;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

Providing Infrastructure facilities to the proposed Layout of Phase III with Formation of Roads Ext;Constructon of 0.90 M Circular Sewer Man hole of 0.90 mts x 0.56m of 1.0 M depths (for 1 mtr depth 200 mm pipe line) 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.

Providing Infrastructure facilities to the proposed Layout of Phase III with Formation of Roads Ext;Manufacture, Supply and Delivery of various internal dia (for 600 mm 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

Providing Infrastructure facilities to the proposed Layout of Phase III with Formation of Roads Ext;Manufacture, Supply and Delivery of various internal dia (for 450 mm 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 RCC

Providing Infrastructure facilities to the proposed Layout of Phase III with Formation of Roads Ext;Manufacture, Supply and Delivery of various internal dia (for 300 mm 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 RCC

Providing Infrastructure facilities to the proposed Layout of Phase III with Formation of Roads Ext;Supply, Lowering, laying and jointing of 200mm 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 complete for finished item and as directed by the Engineer-in-charge.

Providing Infrastructure facilities to the proposed Layout of Phase III with Formation of Roads Ext;Carting of surplus excavated rock from the site to a distance suitable up to 6 Km including loading, unloading charges, cost & conveyance, dumping, labour charges, all leads & lifts and other incidental and operational charges etc., complete.

Providing Infrastructure facilities to the proposed Layout of Phase III with Formation of Roads Ext;Carting away unuseful excavated soil at site and pipe line trench earth including transportation of 6 km(in addition to initial 1Km) 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.

Providing Infrastructure facilities to the proposed Layout of Phase III with Formation of Roads Ext;(BLD-CSTN 2-8)- 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 and as directed by the Engineer-in-charge.

Providing Infrastructure facilities to the proposed Layout of Phase III with Formation of Roads Ext;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

Providing Infrastructure facilities to the proposed Layout of Phase III with Formation of Roads Ext;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

Providing Infrastructure facilities to the proposed Layout of Phase III with Formation of Roads Ext;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

Providing Infrastructure facilities to the proposed Layout of Phase III with Formation of Roads Ext;Providing 300 mm thick grouting with 1:3:6 prop using 20mm crushed granite metal and pointing 12mm thick in CM (1:6) for the revetment provided including cost and conveyance of all materials to site etc., complete for finished item of work as directed by Engineer in Charge

Providing Infrastructure facilities to the proposed Layout of Phase III with Formation of Roads Ext;Providing Granite Revetment with 300mm size rough stone including cost and conveyance of materilas to site and including labour charges for packing the stones for revetment etc., complete for finished item of work as per MoRTH specification 2504 and as directed by the Enginner-in-charge.

Providing Infrastructure facilities to the proposed Layout of Phase III with Formation of Roads Ext;Providing Table Drain along the road side with CC M20 grade(28days cube compressive strength not less than 20N/sqmm) grade cement concrete using 20mm down size approved, clean, hard, graded aggregates for columns and beams including cost of all materials, labour, machinery, formwork etc., complete with initial lead upto 50m and all lifts(Cement 300kg/Cum). Complete for finished item of work and as directed by Engineers-in-charge.

Providing Infrastructure facilities to the proposed Layout of Phase III with Formation of Roads Ext;Construction of earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303 MORD / 305 MORTH, by using machinery. Complete for finished item of work and as directed by Engineers-in-charge.

Providing Infrastructure facilities to the proposed Layout of Phase III with Formation of Roads Ext;Supplying & Fixing of Molded Shanks Raised Pavement Markers made of plastic body moulded from HIPS(HIImpact Polysterene) or ABS or ASA ( Acrylic Strene Acrylonitrite and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 13635 kg tested in accordance to ASTM D 4280 Type H. Complete for finished items of work and as directed by Engineers-in-charge.

Providing Infrastructure facilities to the proposed Layout of Phase III with Formation of Roads Ext;Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually,using concrete batching and mixing plant including contractors profit and overhead charges but excluding seinorage charges all complete as per clause 408 MORTH, complete for finished item of work and as directed by the Engineer-in-charge

Providing Infrastructure facilities to the proposed Layout of Phase III with Formation of Roads Ext;Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes as per Specification 803 MORTH, including Contractors profit and overhead charges but excluding Seigniorage Charges complete for fiished item of work and as directed by the Engineer-in-charge

Providing Infrastructure facilities to the proposed Layout of Phase III with Formation of Roads Ext;Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading II (13 mm nominal size), premixed with bituminous binder VG 30 @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic big paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects with all leads (MORTH 5.8)including Contractors profit and overhead charges but excluding Seigniorage Charges complete for fiished item of work and as directed by the Engineer-in-charge

Providing Infrastructure facilities to the proposed Layout of Phase III with Formation of Roads Ext;Providing and laying of Dense Graded Bituminous Macadam with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 507 (5th revision) premixed with bituminous binder of VG-30 grade @ 4.5% of weight of total mixture and , transporting to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction including hire and operational charges all T&P and all other contingent charges necessary including cost of (excluding seigniorage) charges of all materials etc.including contractors profit and overheads complete for finished item of work and as directed by engineer in charge

Providing Infrastructure facilities to the proposed Layout of Phase III with Formation of Roads Ext;Providing and applying tack coat with Bitumen emulsion (RS-1) (Rapid Setting) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom including conveyance of bitumen emulsion round the trip as per Technical Specification Clause 503 MORD, including Contractors profit and overhead charges but excluding Seigniorage Charges complete for fiished item of work and as directed by the Engineer-in-charge

Providing Infrastructure facilities to the proposed Layout of Phase III with Formation of Roads Ext;Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM) etc. finished items of work and as directed by Engineers-in-charge.

Providing Infrastructure facilities to the proposed Layout of Phase III with Formation of Roads Ext;Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting withVibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.13 and Technical Specification Clause 406 MORD / MORTH. including Contractors profit and overhead charges but excluding Seigniorage Charges complete for fiished item of work and as directed by the Engineer-in-charge

Providing Infrastructure facilities to the proposed Layout of Phase III with Formation of Roads Ext;Construction of granular sub-base by providing well graded / Close Graded material Grading II with minimum CBR of 20, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site upto lead of 1000 m spreading in uniform layers with motor grader on prepared surface and compacting with vIBRATORY wheel roller 80-100 kN to achieve the desired density, complete as per Technical Specification Clause 401 (MORTH 4.1),including Contarctor's profit and overhead charges but excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge

Providing Infrastructure facilities to the proposed Layout of Phase III with Formation of Roads Ext;Carting away unuseful excavated soil/rock at site and pipe line trench earth including loading and unloading transportation, (lead upto 6km) away from the work spot, including Contarctor's profit and overhead charges, complete for finished item of work and as directed by the Engineer-in-charge.

Providing Infrastructure facilities to the proposed Layout of Phase III with Formation of Roads Ext;Forming embankment /subgrade with borrowed useful earth from outside road boundary by mechanical means with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soils on the embankment, spreading soils, breaking clods, sectioning and consolidation with Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P and excluding seigniorage charges, as per MoRT&H specification 305 (4th revision) - with a lead charges , including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge

Providing Infrastructure facilities to the proposed Layout of Phase III with Formation of Roads Ext;Excavation for roadway in hard rock with controlled blasting by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads upto 1000 metres including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge.

Providing Infrastructure facilities to the proposed Layout of Phase III with Formation of Roads Ext;Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading , transporting to embankment site with all lifts and lead beyond 100 m & upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5 MORD / 301 MORTH including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge

Providing Infrastructure facilities to the proposed Layout of Phase III with Formation of Roads Ext;Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with all lifts and lead upto 1000 m as per Technical Specification Clause 302.3 MORD / 301 MORTH including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.

Providing Infrastructure facilities to the proposed Layout of Phase III with Formation of Roads Ext;Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm by mechanical means in areas of non thorny jungle(light jungle), removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD / MORTH.including Contractors profit and Overhead charges but excluding Seignorage charges for finished items of work and as directed by Engineers-in-charge