Hyderabad Metropolitan Development Authority Tender

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Hyderabad Metropolitan Development Authority - HMDA Tender

Works
Civil And Construction
Building Construction
Consultancy Services
Civil And Architectural Services
Opening Date29 Jun 2024
Closing Date15 Jul 2024
Tender Amount₹ 7,72,10,962 
Notes
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ITEM;Carting of surplus excavated rock from the site to a distance suitable including loading, unloading charges, cost & conveyance, dumping, labour charges, all leads & lifts and other incidental and operational charges etc., including lead and lift charges, Contractor's profit and overhead charges, but excluding Seigniorage Charges and applicable taxes etc., complete for finished items of work and as directed by Engineer-in charge complete. FOR STROMWATER DRAIN at Bachupally Layout

1485.54

16

24957

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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 lead and lift charges, Contractor's profit and overhead charges, but excluding Seigniorage Charges and applicable taxes etc.,,complete for finished items of work and as directed by Engineer-in charge FOR STROMWATER DRAIN at Bachupally Layout

1485.54

360

535077

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ITEM;Excavation for Structures Earth work in excavation for foundation of structures as per drawings and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.for Pipe Line Trenches, including provision for narrow trenches in restricted areas and including lead and lift charges, Contractor's profit and overhead charges, but excluding Seigniorage Charges and applicable taxes etc., as Morth 304-12.1.complete for finished item of work and as directed by the Engineer-in-charge FOR STROMWATER DRAIN at Bachupally Layout

4456.62

130

581366

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ITEM;Carting away the surplus excavated Rock from the work site with a lead of 2.0km beyond initial lead away from work spotand conveyance including specials, lead and lift charges, Contractor's profit and overhead charges, but excluding Seigniorage Charges and applicable taxes etc., complete for finished item of work and as directed by the Engineer-in-charge. FOR WATER SUPPLY at Bachupally Layout

1057.28

16

17762

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ITEM;Refilling with excavated earth including watering, ramming and all labour charges, including lead and lift charges, Contractor's profit and overhead charges, but excluding Seigniorage Charges and applicable taxes etc.,etc., complete for finished item of work and as directed by the Engineer-in-charge FOR WATER SUPPLY at Bachupally Layout

3655.02

43

158116

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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 lead and lift charges, Contractor's profit and overhead charges, but excluding Seigniorage Charges and applicable taxes etc.,. The operation can be done with handwheel/cap. ISI Marked complete for finished item of work and as directed by the Engineer-in-charge. for for 200mm dia FOR WATER SUPPLY at Bachupally Layout

2

77513

155027

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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 lead and lift charges, Contractor's profit and overhead charges, but excluding Seigniorage Charges and applicable taxes etc.,. The operation can be done with handwheel/cap. ISI Marked complete for finished item of work and as directed by the Engineer-in-charge. for 150mm dia FOR WATER SUPPLY at Bachupally Layout

2

70568

141137

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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 lead and lift charges, Contractor's profit and overhead charges, but excluding Seigniorage Charges and applicable taxes etc., The operation can be done with handwheel/cap. ISI Marked complete for finished item of work and as directed by the Engineer-in-charge. for 100mm dia FOR WATER SUPPLY at Bachupally Layout

10

57718

577189

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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., lead and lift charges, Contractor's profit and overhead charges etc., complete. ISI Marked excluding Seignorage Charges and applicable taxes 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.for 250mm dia FOR WATER SUPPLY at Bachupally Layout

1

92853

92853

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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.,,lead and lift charges, Contractor's profit and overhead charges etc., complete. ISI Marked excluding Seignorage Charges and applicable taxes 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. for 200mm dia FOR WATER SUPPLY at Bachupally Layout

4

71118

284476

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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., lead and lift charges, Contractor's profit and overhead charges etc., complete. ISI Marked excluding Seignorage Charges and applicable taxes 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. for 150mm dia FOR WATER SUPPLY at Bachupally Layout

2

48367

96735

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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., lead and lift charges, Contractor's profit and overhead charges etc., complete. ISI Marked excluding Seignorage Charges and applicable taxes 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. for 100mm dia FOR WATER SUPPLY at Bachupally Layout

8

37209

297674

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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, lead and lift charges, contractor's profit and overhead charges etc., excluding Seignorage Charges and applicable taxes charges complete for finished item of work and as directed by the Engineer-in-charge FOR WATER SUPPLY at Bachupally Layout

574.08

864

496263

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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, lead and lift charges, Contractor's profit and overhead charges, but excluding Seigniorage Charges and applicable taxes etc., complete for finished item of work and as directed by the Engineer-in-charge. for 250mm dia DI k7 class pipes FOR WATER SUPPLY at Bachupally Layout

609

4247

2586648

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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, lead and lift charges, Contractor's profit and overhead charges, but excluding Seigniorage Charges and applicable taxes etc., complete for finished item of work and as directed by the Engineer-in-charge. for 200mm dia DI k7 class pipes FOR WATER SUPPLY at Bachupally Layout

390

3260

1271720

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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, lead and lift charges, Contractor's profit and overhead charges, but excluding Seigniorage Charges and applicable taxes etc., complete for finished item of work and as directed by the Engineer-in-charge.for 150mm dia DI k7 class pipes FOR WATER SUPPLY at Bachupally Layout

609

2494

1518937

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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, lead and lift charges, Contractor's profit and overhead charges, but excluding Seigniorage Charges and applicable taxes etc., , complete for finished item of work and as directed by the Engineer-in-charge. for 100mm dia DI k7 class pipes FOR WATER SUPPLY at Bachupally Layout

3600

1776

6395904

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ITEM;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 including lead and lift charges, Contractor's profit and overhead charges, but excluding Seigniorage Charges and applicable taxes etc., complete for finished items of work and as directed by Engineer-in charge FOR WATER SUPPLY at Bachupally Layout

1057.28

360

380822

... More
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 lead and lift charges, Contractor's profit and overhead charges, but excluding Seigniorage Charges and applicable taxesetc., complete for finished items of work and as directed by Engineer-in charge FOR WATER SUPPLY at Bachupally Layout

3171.83

130

413765

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ITEM;Supply & Delivery of manhole covers with ISI marking anywhere in A.P, F.O.R destination including loading, un-loading at site, including lead and lift charges, Contractor's profit and overhead charges, but excluding Seigniorage Charges and applicable taxes etc as applicable ISI Mark, complete for finished item of work and as directed by the Engineer-in-charge.H.D.-35 with 560mm dia clear opening FOR UGD at Bachupally Layout

188

2911

547268

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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, including lead and lift charges, Contractor's profit and overhead charges, but excluding Seigniorage Charges and applicable taxes as per specification etc.complete for finished item of work and as directed by the Engineer-in-charge..FOR UGD at Bachupally Layout

5

2286

11432

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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 lead and lift charges, the cost and conveyance of all materials at site complete and curing for 21 days complete including Contractor's profit and overhead charges, but excluding Seigniorage Charges and applicable taxes charges as per specification etc.complete for finished item of work and as directed by the Engineer-in-charge. Above 2.3 m and below 3.0 m depth 300 mm dia Pipe FOR UGD at Bachupally Layout

3

39833

119501

... More
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, including 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 UGD at Bachupally Layout

22

1915

42131

... More
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 including lead and lift charges, contractor's profit and overhead charges but excluding Seigniorage Charges and applicable taxes 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 UGD at Bachupally Layout

4

18904

75620

... More
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 including lead and lift charges, contractor's profit and overhead charges but excluding Seigniorage Charges and applicable taxes charges, complete for finished items of work and as directed by Engineer-in charge Above 1.65 m and below 2.3 m depth 250 mm dia Pipe FOR UGD at Bachupally Layout

1

19723

19723

... More
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 including contractor's profit and overhead charges but excluding Seigniorage Charges, complete for finished items of work and as directed by Engineer-in charge Above 1.65 m and below 2.3 m depth 200 mm dia Pipe FOR UGD at Bachupally Layout

4

20070

80283

... More
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,lead and lift charges, Contractor's profit and overhead charges but excluding Seigniorage Charges and applicable taxes charges as per specification etc., complete for finished item of work and as directed by the Engineer-in-charge FOR UGD at Bachupally Layout

298

967

288366

... More
ITEM;Constructon 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, lead and lift charges, Contractor's profit and overhead charges but excluding Seigniorage Charges and applicable taxes charges as per specification etc., with various dia pipe. complete for finished item of work and as directed by the Engineer-in-charge.For 1.0 m Depth 300 Pipe Line FOR UGD at Bachupally Layout

3

7948

23846

... More
ITEM;Constructon 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, lead and lift charges, Contractor's 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.For 1.0 m Depth 250 Pipe Line FOR UGD at Bachupally Layout

19

8478

161100

... More
ITEM;Constructon 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 lead and lift charges, the cost and conveyance of all materials at site complete and curing for 21 days, lead and lift charges, Contractor's profit and overhead charges but excluding Seigniorage Charges and applicable taxes charges as per specification etc., with various dia pipe. complete for finished item of work and as directed by the Engineer-in-charge.For 1.0 m Depth 200 Pipe Line FOR UGD at Bachupally Layout

154

8701

1339986

... More
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,including lead and lift charges, contractor's profit and overhead charges but excluding Seigniorage Charges and applicable taxes charges, complete for finished items of work and as directed by Engineer-in charge . For 300mm RCC FOR UGD at Bachupally Layout

230

1719

395372

... More
ITEM;Supply, Lowering, laying and jointing of 250mm 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 lead and lift charges, loading and unloading, Contractor's profit and overhead charges but excluding Seigniorage Charges and applicable taxes charges complete for finished item and as directed by the Engineer-in-charge. For 250mm SWG SP1 Pipe FOR UGD at Bachupally Layout

355

1665

591093

... More
ITEM;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 lead and lift charges, loading and unloading, Contractor's profit and overhead charges but excluding Seigniorage Charges and applicable taxes charges complete for finished item and as directed by the Engineer-in-charge. For 200mm SWG SP1 Pipe FOR UGD at Bachupally Layout

4015

1045

4199329

... More
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 .,including contractor's profit and overhead charges but excluding Seigniorage Charges and applicable taxes charges, complete for finished items of work and as directed by Engineer-in charge FOR UGD at Bachupally Layout

3988.07

43

172524

... More
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 lead and lift charges, contractor's profit and overhead charges but excluding Seigniorage Charges and applicable taxes charges, complete for finished items of work and as directed by Engineer-in charge FOR UGD at Bachupally Layout

424.65

1097

466066

... More
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 lead and lift charges, contractor's profit and overhead charges but excluding Seigniorage Charges and applicable taxes charges,complete for finished items of work and as directed by Engineer-in charge FOR UGD at Bachupally Layout

1282.75

360

462034

... More
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 lead and lift charges, contractor's profit and overhead charges but excluding Seigniorage Charges and applicable taxes charges, complete for finished items of work and as directed by Engineer-in charge FOR UGD at Bachupally Layout

3848.24

130

502003

... More
ITEM;Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701MORD, including lead and lift charges, lead and lift charges, Contractor's profit and overhead charges but excluding seinorage charges and applicable taxes charges. all complete as per clause 408 MORTH, complete for finished item of work and as directed by the Engineer-in-charge for FOR ROAD WORKS & CD WORKS at Bachupally Layout

2489.6

180

448228

... More
ITEM;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 lead and lift charges, lead and lift charges, Contractor's 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 for FOR ROAD WORKS & CD WORKS at Bachupally Layout

6224

571

3557327

... More
ITEM;Providing and laying reinforced cement concrete pipe NP4 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106 MORD / 2900 MORTH. including lead and lift charges, cost and conveyance of all materials to site, lead and lift charges, Contractor's profit and overhead charges and excluding seigniorage charges and applicable taxes charges etc., Complete for finished items of work and as directed by Engineers-in-charge. for FOR ROAD WORKS & CD WORKS at Bachupally Layout

192

10723

2058845

... More
ITEM;Providing P.C.C grade M 15 (Design Mix) MORTH 12.8 A concrete in open foundations using 60% of 40 mm,30% of 20mm 10% of 10mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.including lead and lift charges, Contractor's profit and Overhead charges but excluding Seignorage Charges and applicable taxes charges. complete for finished item of work and as directed by the Engineer-in-charge.for FOR ROAD WORKS & CD WORKS at Bachupally Layout

24.22

5295

128258

... More
ITEM;Providing P.C.C grade M 10 Nominla Mix concrete for plain in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. For Levelling Course. including lead and lift charges, Contractor's profit and Overhead charges but excluding Seignorage Charges and applicable taxes charges. Complete for finished item of work and as directed by the Engineer-in-charge. FOR ROAD WORKS & CD WORKS at Bachupally Layout

4.42

5281

23346

... More
ITEM;Filling in foundation trenches with sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH in Foundations.including lead and lift charges, Contractor's profit and Overhead charges but excluding Seignorage Charges and applicable taxes charges. Complete for finished item of work and as directed by the Engineer-in-charge. FOR ROAD WORKS & CD WORKS at Bachupally Layout

4.42

972

4298

... More
ITEM;Excavation for roadwork and culvert in soil with hydraulic excavator of 0.9 cum bucket capacity by mechanical means including cutting and pushing the earth to side of embankment upto a lead of 100 metres including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections etc., for trench cutting as per MOR&H specification No.301 and including lead and lift charges,, Contractor's profit and Overhead charges but excluding Seignorage Charges and applicable taxes charges. complete for finished item of work and as directed by the Engineer-in-charge. FOR ROAD WORKS & CD WORKS at Bachupally Layout

26.5

77

2048

... More
ITEM;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 lead and lift charges, Contractor's profit and overhead charges but excluding Seigniorage Charges and applicable taxes, complete for finished item of work and as directed by the Engineer-in-charge FOR ROAD WORKS & CD WORKS at Bachupally Layout

1167

368

430121

... More
ITEM;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 lead and lift charges, Contractor's profit and overhead charges but excluding Seigniorage Charges and applicable taxes complete for finished item of work and as directed by the Engineer-in-charge FOR ROAD WORKS & CD WORKS at Bachupally Layout

513

10309

5288753

... More
ITEM;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 all materials etc.including lead and lift charges, Contractor's profit and overheads, excluding Seignorage Charges and applicable taxes charges etc., complete for finished item of work and as directed by engineer in charge. for FOR ROAD WORKS & CD WORKS at Bachupally Layout

856

8994

7699549

... More
ITEM;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 lead and lift charges, Contractor's profit and overhead charges but excluding Seigniorage Charges and applicable taxes complete for finished item of work and as directed by the Engineer-in-charge for FOR ROAD WORKS & CD WORKS at Bachupally Layout

34699

13

453863

... More
ITEM;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. FOR ROAD WORKS & CD WORKS at Bachupally Layout

17349

34

603745

... More
ITEM;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 lead and lift charges, Contractor's profit and overhead charges but excluding Seigniorage Charges complete for finished item of work and as directed by the Engineer-in-charge for FOR ROAD WORKS & CD WORKS at Bachupally Layout

4337.35

1929

8370001

... More
ITEM;Construction of Granular Sub-Base by Providing Grading VI material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller 80-100 kN / Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD / MORTH. Mix in Place Method RBR- SBBS-1 A.including lead and lift , Contarctor's profit and overhead charges excluding Seignorage Charges and applicable taxes charges, complete for finished item of work and as directed by the Engineer-in-charge for FOR ROAD WORKS & CD WORKS at Bachupally Layout

2742

1692

4641685

... More
ITEM;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 as per MoRT&H specification 305 (4th revision) - with a lead charges, including lead and lift , Contarctor's profit and overhead charges excluding Seignorage Charges and applicable taxes charges, complete for finished item of work and as directed by the Engineer-in-charge for FOR ROAD WORKS & CD WORKS at Bachupally Layout

18500

441

8167750

... More
ITEM;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 lead and lift, Contarctor's profit and overhead charges excluding Seignorage Charges and applicable taxes charges, complete for finished item of work and as directed by the Engineer-in-charge. FOR ROAD WORKS & CD WORKS at Bachupally Layout

66

360

23773

... More
ITEM;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 lead and lift , Contarctor's profit and overhead charges excluding Seignorage Charges and applicable taxes charges, complete for finished item of work and as directed by the Engineer-in-charge FOR ROAD WORKS & CD WORKS at Bachupally Layout

198

179

35602

... More
ITEM;Earthwork excavation for road way in soil with hydraulic excavator of 0.9 cum bucket capacity by mechanical means including cutting and pushing the earth to side of embankment upto a lead of 100 metres including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections etc., for trench cutting as per MOR&H specification No.301 and including lead and lift charges, Contractor's profit and Overhead charges but excluding Seignorage Charges and applicable taxes charges. complete for finished item of work and as directed by the Engineer-in-charge. FOR ROAD WORKS & CD WORKS at Bachupally Layout

1188

77

91821



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