Hyderabad Metropolitan Development Authority Tender
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Hyderabad Metropolitan Development Authority - HMDA Tender
Turnkey Projects
Civil And Construction
Civil Works Others
Opening Date3 Sep 2022
Closing Date16 Sep 2022
Tender Amount₹ 55,29,86,038
Costs
EMD
₹ 55,30,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
349700Bid Award Id
ViewTender No
HMDA/DEV/CE/23/2022-23, Date: 01.09.2022Tender Authority
Hyderabad Metropolitan Development Authority ViewPurchaser Address
-Website
http://https://hmda.gov.in/
GEM & Bid Advisory Services
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BOQ Items
ITEM;Refilling with excavated earth including watering, ramming and all labour charges, etc., including Contractors profit and Overhead charges but excluding Seignorage charges complete for finished item of work and as directed by the Engineer-in-charge for lemoor layout
15795
-
567041
ITEM;Refilling with excavated earth including watering, ramming and all labour charges, etc., including Contractors profit and Overhead charges but excluding Seignorage charges complete for finished item of work and as directed by the Engineer-in-charge for inmulnarva layout
13142.08
-
471801
ITEM;Manufacture, supply and delivery of Single Chamber DI Air Valve various Dia with Body and cover in Ductile Iron of grade GGG-40/SG-400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions. All internal parts such as float, shell etc., all cover bolts, of stainless steel, and Gaskets and seals of EPDM food grade quality Epoxy powder coating (EP-P) inside and outside colour blue. Drilled as per requirement of the dept. Lowering, keeping in position and fixing C.I. sluice valves (with cap / with hand wheel & reflex valves) including cost of bolts, nuts, rubber insertion, sluice valve and tail pieces and Jointing the valves with flanged ends to DI K7 S/S pipes with required accessories including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters. The Valves shall be tested for (closed end Test) with water, with a lead of 500 mts. and testing against Hydrostatic test requirement as per Specification BIS No. 3114/1994.. The rates are including packing and transportation, including contrator's profit and overhead charges but excluding seignoarge charges. The operation can be done with handwheel/cap. ISI Marked complete for finished item of work and as directed by the Engineer-in-charge.300 mm dia for inmulnarva layout
2
-
250713
ITEM;Manufacture, supply and delivery of Single Chamber DI Air Valve various Dia with Body and cover in Ductile Iron of grade GGG-40/SG-400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions. All internal parts such as float, shell etc., all cover bolts, of stainless steel, and Gaskets and seals of EPDM food grade quality Epoxy powder coating (EP-P) inside and outside colour blue. Drilled as per requirement of the dept. Lowering, keeping in position and fixing C.I. sluice valves (with cap / with hand wheel & reflex valves) including cost of bolts, nuts, rubber insertion, sluice valve and tail pieces and Jointing the valves with flanged ends to DI K7 S/S pipes with required accessories including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters. The Valves shall be tested for (closed end Test) with water, with a lead of 500 mts. and testing against Hydrostatic test requirement as per Specification BIS No. 3114/1994.. The rates are including packing and transportation, including contrator's profit and overhead charges but excluding seignoarge charges. The operation can be done with handwheel/cap. ISI Marked complete for finished item of work and as directed by the Engineer-in-charge.200 mm dia for inmulnarva layout
3
-
231940
ITEM;Manufacture, supply and delivery of Single Chamber DI Air Valve various Dia with Body and cover in Ductile Iron of grade GGG-40/SG-400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions. All internal parts such as float, shell etc., all cover bolts, of stainless steel, and Gaskets and seals of EPDM food grade quality Epoxy powder coating (EP-P) inside and outside colour blue. Drilled as per requirement of the dept. Lowering, keeping in position and fixing C.I. sluice valves (with cap / with hand wheel & reflex valves) including cost of bolts, nuts, rubber insertion, sluice valve and tail pieces and Jointing the valves with flanged ends to DI K7 S/S pipes with required accessories including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters. The Valves shall be tested for (closed end Test) with water, with a lead of 500 mts. and testing against Hydrostatic test requirement as per Specification BIS No. 3114/1994.. The rates are including packing and transportation, including contrator's profit and overhead charges but excluding seignoarge charges. The operation can be done with handwheel/cap. ISI Marked complete for finished item of work and as directed by the Engineer-in-charge.150 mm dia .for inmulnarva layout
3
-
211250
ITEM;Manufacture, supply and delivery of Single Chamber DI Air Valve various Dia with Body and cover in Ductile Iron of grade GGG-40/SG-400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions. All internal parts such as float, shell etc., all cover bolts, of stainless steel, and Gaskets and seals of EPDM food grade quality Epoxy powder coating (EP-P) inside and outside colour blue. Drilled as per requirement of the dept. Lowering, keeping in position and fixing C.I. sluice valves (with cap / with hand wheel & reflex valves) including cost of bolts, nuts, rubber insertion, sluice valve and tail pieces and Jointing the valves with flanged ends to DI K7 S/S pipes with required accessories including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters. The Valves shall be tested for (closed end Test) with water, with a lead of 500 mts. and testing against Hydrostatic test requirement as per Specification BIS No. 3114/1994.. The rates are including packing and transportation, including contrator's profit and overhead charges but excluding seignoarge charges. The operation can be done with handwheel/cap. ISI Marked complete for finished item of work and as directed by the Engineer-in-charge.100 mm dia for lemoor layout
15
-
864125
ITEM;Manufacture, supply and delivery of Single Chamber DI Air Valve various Dia with Body and cover in Ductile Iron of grade GGG-40/SG-400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions. All internal parts such as float, shell etc., all cover bolts, of stainless steel, and Gaskets and seals of EPDM food grade quality Epoxy powder coating (EP-P) inside and outside colour blue. Drilled as per requirement of the dept. Lowering, keeping in position and fixing C.I. sluice valves (with cap / with hand wheel & reflex valves) including cost of bolts, nuts, rubber insertion, sluice valve and tail pieces and Jointing the valves with flanged ends to DI K7 S/S pipes with required accessories including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters. The Valves shall be tested for (closed end Test) with water, with a lead of 500 mts. and testing against Hydrostatic test requirement as per Specification BIS No. 3114/1994.. The rates are including packing and transportation, including contrator's profit and overhead charges but excluding seignoarge charges. The operation can be done with handwheel/cap. ISI Marked complete for finished item of work and as directed by the Engineer-in-charge.100 mm dia for inmulnarva layout
3
-
172825
ITEM;Manufacture, Supply and Delivery of various dia (Class-150 Body 425PSI Seat 300 PSI PN-20) Cast Carbon Steel rising / Non rising spindle sluice valve design standard as per IS:14846/2000 with amendments No. 1&2 heavy duty with CI grade FG 260 as per IS: 210. for Water Supply Scheme with SS Spindle & SS Working parts the grade of Cast Steel for body Bonnet, Dome, Stool Cover, Wedge, Stuffing Box, Gland Thrust Plate, shall be as per IS : 1030 /1998. (The valve shall be used for High pressure schemes & pumping stations). Two coats of primer suitable for EPOXY PAINTS finish shall be applied to all metal surface and finally two coats of Epoxy Paint. Lowering for keeping in position and Jointing pipes, fittings and valves with flanged ends to DI K7 S/S pipes including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing against Hydrostatic test requirement to required pressure complete. (Reference to specifications. BIS No.3114/1994.). including transportation of valves and accessories including loading at factory and unloading, stacking at site of work, RCC valve chamber including excavation, filling M-10 and M-20, Plastering etc.,,Contractors profit and overhead charges etc., complete. ISI Marked excluding Seignorage charges The operation can be done with handwheel/cap. ISI Marked. complete for finished item of work and as directed by the Engineer-in-charge. PN-20 for 600mm dia for inmulnarva layout
2
-
826920.9
ITEM;Manufacture, Supply and Delivery of various dia (Class-150 Body 425PSI Seat 300 PSI PN-20) Cast Carbon Steel rising / Non rising spindle sluice valve design standard as per IS:14846/2000 with amendments No. 1&2 heavy duty with CI grade FG 260 as per IS: 210. for Water Supply Scheme with SS Spindle & SS Working parts the grade of Cast Steel for body Bonnet, Dome, Stool Cover, Wedge, Stuffing Box, Gland Thrust Plate, shall be as per IS : 1030 /1998. (The valve shall be used for High pressure schemes & pumping stations). Two coats of primer suitable for EPOXY PAINTS finish shall be applied to all metal surface and finally two coats of Epoxy Paint. Lowering for keeping in position and Jointing pipes, fittings and valves with flanged ends to DI K7 S/S pipes including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing against Hydrostatic test requirement to required pressure complete. (Reference to specifications. BIS No.3114/1994.). including transportation of valves and accessories including loading at factory and unloading, stacking at site of work, RCC valve chamber including excavation, filling M-10 and M-20, Plastering etc.,,Contractors profit and overhead charges etc., complete. ISI Marked excluding Seignorage charges The operation can be done with handwheel/cap. ISI Marked. complete for finished item of work and as directed by the Engineer-in-charge. PN-20 for 450 mm dia .for inmulnarva layout
2
-
625154.3
ITEM;Manufacture, Supply and Delivery of various dia (Class-150 Body 425PSI Seat 300 PSI PN-20) Cast Carbon Steel rising / Non rising spindle sluice valve design standard as per IS:14846/2000 with amendments No. 1&2 heavy duty with CI grade FG 260 as per IS: 210. for Water Supply Scheme with SS Spindle & SS Working parts the grade of Cast Steel for body Bonnet, Dome, Stool Cover, Wedge, Stuffing Box, Gland Thrust Plate, shall be as per IS : 1030 /1998. (The valve shall be used for High pressure schemes & pumping stations). Two coats of primer suitable for EPOXY PAINTS finish shall be applied to all metal surface and finally two coats of Epoxy Paint. Lowering for keeping in position and Jointing pipes, fittings and valves with flanged ends to DI K7 S/S pipes including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing against Hydrostatic test requirement to required pressure complete. (Reference to specifications. BIS No.3114/1994.). including transportation of valves and accessories including loading at factory and unloading, stacking at site of work, RCC valve chamber including excavation, filling M-10 and M-20, Plastering etc.,,Contractors profit and overhead charges etc., complete. ISI Marked excluding Seignorage charges The operation can be done with handwheel/cap. ISI Marked. complete for finished item of work and as directed by the Engineer-in-charge. PN-20 for 350mm dia .for inmulnarva layout
3
-
460764.9
ITEM;Manufacture, Supply and Delivery of various dia (Class-150 Body 425PSI Seat 300 PSI PN-20) Cast Carbon Steel rising / Non rising spindle sluice valve design standard as per IS:14846/2000 with amendments No. 1&2 heavy duty with CI grade FG 260 as per IS: 210. for Water Supply Scheme with SS Spindle & SS Working parts the grade of Cast Steel for body Bonnet, Dome, Stool Cover, Wedge, Stuffing Box, Gland Thrust Plate, shall be as per IS : 1030 /1998. (The valve shall be used for High pressure schemes & pumping stations). Two coats of primer suitable for EPOXY PAINTS finish shall be applied to all metal surface and finally two coats of Epoxy Paint. Lowering for keeping in position and Jointing pipes, fittings and valves with flanged ends to DI K7 S/S pipes including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing against Hydrostatic test requirement to required pressure complete. (Reference to specifications. BIS No.3114/1994.). including transportation of valves and accessories including loading at factory and unloading, stacking at site of work, RCC valve chamber including excavation, filling M-10 and M-20, Plastering etc.,,Contractors profit and overhead charges etc., complete. ISI Marked excluding Seignorage charges The operation can be done with handwheel/cap. ISI Marked. complete for finished item of work and as directed by the Engineer-in-charge. PN-20 for 300mm dia for lemoor layout
6
-
681410.7
ITEM;Manufacture, Supply and Delivery of various dia (Class-150 Body 425PSI Seat 300 PSI PN-20) Cast Carbon Steel rising / Non rising spindle sluice valve design standard as per IS:14846/2000 with amendments No. 1&2 heavy duty with CI grade FG 260 as per IS: 210. for Water Supply Scheme with SS Spindle & SS Working parts the grade of Cast Steel for body Bonnet, Dome, Stool Cover, Wedge, Stuffing Box, Gland Thrust Plate, shall be as per IS : 1030 /1998. (The valve shall be used for High pressure schemes & pumping stations). Two coats of primer suitable for EPOXY PAINTS finish shall be applied to all metal surface and finally two coats of Epoxy Paint. Lowering for keeping in position and Jointing pipes, fittings and valves with flanged ends to DI K7 S/S pipes including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing against Hydrostatic test requirement to required pressure complete. (Reference to specifications. BIS No.3114/1994.). including transportation of valves and accessories including loading at factory and unloading, stacking at site of work, RCC valve chamber including excavation, filling M-10 and M-20, Plastering etc.,,Contractors profit and overhead charges etc., complete. ISI Marked excluding Seignorage charges The operation can be done with handwheel/cap. ISI Marked. complete for finished item of work and as directed by the Engineer-in-charge. PN-20 for 300mm dia for inmulnarva layout
3
-
340705.35
ITEM;Manufacture, Supply and Delivery of various dia (Class-150 Body 425PSI Seat 300 PSI PN-20) Cast Carbon Steel rising / Non rising spindle sluice valve design standard as per IS:14846/2000 with amendments No. 1&2 heavy duty with CI grade FG 260 as per IS: 210. for Water Supply Scheme with SS Spindle & SS Working parts the grade of Cast Steel for body Bonnet, Dome, Stool Cover, Wedge, Stuffing Box, Gland Thrust Plate, shall be as per IS : 1030 /1998. (The valve shall be used for High pressure schemes & pumping stations). Two coats of primer suitable for EPOXY PAINTS finish shall be applied to all metal surface and finally two coats of Epoxy Paint. Lowering for keeping in position and Jointing pipes, fittings and valves with flanged ends to DI K7 S/S pipes including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing against Hydrostatic test requirement to required pressure complete. (Reference to specifications. BIS No.3114/1994.). including transportation of valves and accessories including loading at factory and unloading, stacking at site of work, RCC valve chamber including excavation, filling M-10 and M-20, Plastering etc.,,Contractors profit and overhead charges etc., complete. ISI Marked excluding Seignorage charges The operation can be done with handwheel/cap. ISI Marked. complete for finished item of work and as directed by the Engineer-in-charge. PN-20 for 250 mm dia for lemoor layout
6
-
564134.1
ITEM;Manufacture, Supply and Delivery of various dia (Class-150 Body 425PSI Seat 300 PSI PN-20) Cast Carbon Steel rising / Non rising spindle sluice valve design standard as per IS:14846/2000 with amendments No. 1&2 heavy duty with CI grade FG 260 as per IS: 210. for Water Supply Scheme with SS Spindle & SS Working parts the grade of Cast Steel for body Bonnet, Dome, Stool Cover, Wedge, Stuffing Box, Gland Thrust Plate, shall be as per IS : 1030 /1998. (The valve shall be used for High pressure schemes & pumping stations). Two coats of primer suitable for EPOXY PAINTS finish shall be applied to all metal surface and finally two coats of Epoxy Paint. Lowering for keeping in position and Jointing pipes, fittings and valves with flanged ends to DI K7 S/S pipes including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing against Hydrostatic test requirement to required pressure complete. (Reference to specifications. BIS No.3114/1994.). including transportation of valves and accessories including loading at factory and unloading, stacking at site of work, RCC valve chamber including excavation, filling M-10 and M-20, Plastering etc.,,Contractors profit and overhead charges etc., complete. ISI Marked excluding Seignorage charges The operation can be done with handwheel/cap. ISI Marked. complete for finished item of work and as directed by the Engineer-in-charge. PN-20 for 250mm dia for inmulnarva layout
5
-
470111.75
ITEM;Manufacture, Supply and Delivery of various dia (Class-150 Body 425PSI Seat 300 PSI PN-20) Cast Carbon Steel rising / Non rising spindle sluice valve design standard as per IS:14846/2000 with amendments No. 1&2 heavy duty with CI grade FG 260 as per IS: 210. for Water Supply Scheme with SS Spindle & SS Working parts the grade of Cast Steel for body Bonnet, Dome, Stool Cover, Wedge, Stuffing Box, Gland Thrust Plate, shall be as per IS : 1030 /1998. (The valve shall be used for High pressure schemes & pumping stations). Two coats of primer suitable for EPOXY PAINTS finish shall be applied to all metal surface and finally two coats of Epoxy Paint. Lowering for keeping in position and Jointing pipes, fittings and valves with flanged ends to DI K7 S/S pipes including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing against Hydrostatic test requirement to required pressure complete. (Reference to specifications. BIS No.3114/1994.). including transportation of valves and accessories including loading at factory and unloading, stacking at site of work, RCC valve chamber including excavation, filling M-10 and M-20, Plastering etc.,,Contractors profit and overhead charges etc., complete. ISI Marked excluding Seignorage charges The operation can be done with handwheel/cap. ISI Marked. complete for finished item of work and as directed by the Engineer-in-charge. PN-20 for 200mm dia for lemoor layout
12
-
868291.8
ITEM;Manufacture, Supply and Delivery of various dia (Class-150 Body 425PSI Seat 300 PSI PN-20) Cast Carbon Steel rising / Non rising spindle sluice valve design standard as per IS:14846/2000 with amendments No. 1&2 heavy duty with CI grade FG 260 as per IS: 210. for Water Supply Scheme with SS Spindle & SS Working parts the grade of Cast Steel for body Bonnet, Dome, Stool Cover, Wedge, Stuffing Box, Gland Thrust Plate, shall be as per IS : 1030 /1998. (The valve shall be used for High pressure schemes & pumping stations). Two coats of primer suitable for EPOXY PAINTS finish shall be applied to all metal surface and finally two coats of Epoxy Paint. Lowering for keeping in position and Jointing pipes, fittings and valves with flanged ends to DI K7 S/S pipes including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing against Hydrostatic test requirement to required pressure complete. (Reference to specifications. BIS No.3114/1994.). including transportation of valves and accessories including loading at factory and unloading, stacking at site of work, RCC valve chamber including excavation, filling M-10 and M-20, Plastering etc.,,Contractors profit and overhead charges etc., complete. ISI Marked excluding Seignorage charges The operation can be done with handwheel/cap. ISI Marked. complete for finished item of work and as directed by the Engineer-in-charge. PN-20 for 200mm dia for inmulnarva layout
5
-
361788.25
ITEM;Manufacture, Supply and Delivery of various dia (Class-150 Body 425PSI Seat 300 PSI PN-20) Cast Carbon Steel rising / Non rising spindle sluice valve design standard as per IS:14846/2000 with amendments No. 1&2 heavy duty with CI grade FG 260 as per IS: 210. for Water Supply Scheme with SS Spindle & SS Working parts the grade of Cast Steel for body Bonnet, Dome, Stool Cover, Wedge, Stuffing Box, Gland Thrust Plate, shall be as per IS : 1030 /1998. (The valve shall be used for High pressure schemes & pumping stations). Two coats of primer suitable for EPOXY PAINTS finish shall be applied to all metal surface and finally two coats of Epoxy Paint. Lowering for keeping in position and Jointing pipes, fittings and valves with flanged ends to DI K7 S/S pipes including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing against Hydrostatic test requirement to required pressure complete. (Reference to specifications. BIS No.3114/1994.). including transportation of valves and accessories including loading at factory and unloading, stacking at site of work, RCC valve chamber including excavation, filling M-10 and M-20, Plastering etc.,,Contractors profit and overhead charges etc., complete. ISI Marked excluding Seignorage charges The operation can be done with handwheel/cap. ISI Marked. complete for finished item of work and as directed by the Engineer-in-charge. PN-20 for 150mm dia for lemoor layout
15
-
741951
ITEM;Manufacture, Supply and Delivery of various dia (Class-150 Body 425PSI Seat 300 PSI PN-20) Cast Carbon Steel rising / Non rising spindle sluice valve design standard as per IS:14846/2000 with amendments No. 1&2 heavy duty with CI grade FG 260 as per IS: 210. for Water Supply Scheme with SS Spindle & SS Working parts the grade of Cast Steel for body Bonnet, Dome, Stool Cover, Wedge, Stuffing Box, Gland Thrust Plate, shall be as per IS : 1030 /1998. (The valve shall be used for High pressure schemes & pumping stations). Two coats of primer suitable for EPOXY PAINTS finish shall be applied to all metal surface and finally two coats of Epoxy Paint. Lowering for keeping in position and Jointing pipes, fittings and valves with flanged ends to DI K7 S/S pipes including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing against Hydrostatic test requirement to required pressure complete. (Reference to specifications. BIS No.3114/1994.). including transportation of valves and accessories including loading at factory and unloading, stacking at site of work, RCC valve chamber including excavation, filling M-10 and M-20, Plastering etc.,,Contractors profit and overhead charges etc., complete. ISI Marked excluding Seignorage charges The operation can be done with handwheel/cap. ISI Marked. complete for finished item of work and as directed by the Engineer-in-charge. PN-20 for 150mm dia for inmulnarva layout
9
-
445170.6
ITEM;Supply and filling at work site crusher stone dust cushion to the pipe line trenches wherever required including watering tamping and ramming as directed by the departmental offciers including cost and conveance of dust, loading, unloading and transportation and all other incidental charges, contractor's profit and overhead charges etc., excluding Seignorage charges complete for finished item of work and as directed by the Engineer-in-charge for lemoor layout
2430
-
2374839
ITEM;Supply and filling at work site crusher stone dust cushion to the pipe line trenches wherever required including watering tamping and ramming as directed by the departmental offciers including cost and conveance of dust, loading, unloading and transportation and all other incidental charges, contractor's profit and overhead charges etc., excluding Seignorage charges complete for finished item of work and as directed by the Engineer-in-charge for inmulnarva layout
1353.1
-
1322385
ITEM;Manufacture, Supply, delivery and Lowering & jointing of Centrifugally Cast (Spun) ductile Iron K7 various dia pressure pipes with socket spigot ends confirming to I.S.8329/2000 in Standard Working lengths of 4.5,5.5 & 6 meter for classification K7 suitable for push-on-joint (Rubber Gasket D jointing) with cement mortar lining inside the pipe with outside zinc coating including transportation, Conveyance and accessories including loading at Factory, unloading at site and stacking & Jointing of D.I. pipes and fittings with rubber gasket (push-on-joint),including the cost of the gasket, all sundries filling with water,with a water leadup to 500m and testing to required pressure, Reference to specifications IS3114/1994/12888/1987 and Lowering Pipes and specials (fittings) with s/s endscarefully into the trench and laying them true to alignment and gradient including all sundries, (Ref to specifications. BIS No.3114/1994) and jointing of required specials like Tees, bends, crosses with or without differential dia., as per BIS No.3114/85 and including cost of jointing materials such as lead or lead wool and spun yarn and required sundries, as cost of fuel for melting lead, filling with water, with a water lead upto 500 m and testing to Pressure gauage etc. including specials, contractor's profit and overhead charges but excluding seignorage, complete for finished item of work and as directed by the Engineer-in-charge.600mm dia DI k7 class pipes. .for inmulnarva layout
1275.52
-
18167180.34
ITEM;Manufacture, Supply, delivery and Lowering & jointing of Centrifugally Cast (Spun) ductile Iron K7 various dia pressure pipes with socket spigot ends confirming to I.S.8329/2000 in Standard Working lengths of 4.5,5.5 & 6 meter for classification K7 suitable for push-on-joint (Rubber Gasket D jointing) with cement mortar lining inside the pipe with outside zinc coating including transportation, Conveyance and accessories including loading at Factory, unloading at site and stacking & Jointing of D.I. pipes and fittings with rubber gasket (push-on-joint),including the cost of the gasket, all sundries filling with water,with a water leadup to 500m and testing to required pressure, Reference to specifications IS3114/1994/12888/1987 and Lowering Pipes and specials (fittings) with s/s endscarefully into the trench and laying them true to alignment and gradient including all sundries, (Ref to specifications. BIS No.3114/1994) and jointing of required specials like Tees, bends, crosses with or without differential dia., as per BIS No.3114/85 and including cost of jointing materials such as lead or lead wool and spun yarn and required sundries, as cost of fuel for melting lead, filling with water, with a water lead upto 500 m and testing to Pressure gauage etc. including specials, contractor's profit and overhead charges but excluding seignorage, complete for finished item of work and as directed by the Engineer-in-charge.450mm dia DI k7 class pipes. .for inmulnarva layout
108.54
-
979934.94
ITEM;Manufacture, Supply, delivery and Lowering & jointing of Centrifugally Cast (Spun) ductile Iron K7 various dia pressure pipes with socket spigot ends confirming to I.S.8329/2000 in Standard Working lengths of 4.5,5.5 & 6 meter for classification K7 suitable for push-on-joint (Rubber Gasket D jointing) with cement mortar lining inside the pipe with outside zinc coating including transportation, Conveyance and accessories including loading at Factory, unloading at site and stacking & Jointing of D.I. pipes and fittings with rubber gasket (push-on-joint),including the cost of the gasket, all sundries filling with water,with a water leadup to 500m and testing to required pressure, Reference to specifications IS3114/1994/12888/1987 and Lowering Pipes and specials (fittings) with s/s endscarefully into the trench and laying them true to alignment and gradient including all sundries, (Ref to specifications. BIS No.3114/1994) and jointing of required specials like Tees, bends, crosses with or without differential dia., as per BIS No.3114/85 and including cost of jointing materials such as lead or lead wool and spun yarn and required sundries, as cost of fuel for melting lead, filling with water, with a water lead upto 500 m and testing to Pressure gauage etc. including specials, contractor's profit and overhead charges but excluding seignorage, complete for finished item of work and as directed by the Engineer-in-charge.350mm dia DI k7 class pipes.for inmulnarva layout
2680.72
-
17164596.55
ITEM;Manufacture, Supply, delivery and Lowering & jointing of Centrifugally Cast (Spun) ductile Iron K7 various dia pressure pipes with socket spigot ends confirming to I.S.8329/2000 in Standard Working lengths of 4.5,5.5 & 6 meter for classification K7 suitable for push-on-joint (Rubber Gasket D jointing) with cement mortar lining inside the pipe with outside zinc coating including transportation, Conveyance and accessories including loading at Factory, unloading at site and stacking & Jointing of D.I. pipes and fittings with rubber gasket (push-on-joint),including the cost of the gasket, all sundries filling with water,with a water leadup to 500m and testing to required pressure, Reference to specifications IS3114/1994/12888/1987 and Lowering Pipes and specials (fittings) with s/s endscarefully into the trench and laying them true to alignment and gradient including all sundries, (Ref to specifications. BIS No.3114/1994) and jointing of required specials like Tees, bends, crosses with or without differential dia., as per BIS No.3114/85 and including cost of jointing materials such as lead or lead wool and spun yarn and required sundries, as cost of fuel for melting lead, filling with water, with a water lead upto 500 m and testing to Pressure gauage etc. including specials, contractor's profit and overhead charges but excluding seignorage, complete for finished item of work and as directed by the Engineer-in-charge.300mm dia DI k7 class pipes. for lemoor layout
1200
-
6168300
ITEM;Manufacture, Supply, delivery and Lowering & jointing of Centrifugally Cast (Spun) ductile Iron K7 various dia pressure pipes with socket spigot ends confirming to I.S.8329/2000 in Standard Working lengths of 4.5,5.5 & 6 meter for classification K7 suitable for push-on-joint (Rubber Gasket D jointing) with cement mortar lining inside the pipe with outside zinc coating including transportation, Conveyance and accessories including loading at Factory, unloading at site and stacking & Jointing of D.I. pipes and fittings with rubber gasket (push-on-joint),including the cost of the gasket, all sundries filling with water,with a water leadup to 500m and testing to required pressure, Reference to specifications IS3114/1994/12888/1987 and Lowering Pipes and specials (fittings) with s/s endscarefully into the trench and laying them true to alignment and gradient including all sundries, (Ref to specifications. BIS No.3114/1994) and jointing of required specials like Tees, bends, crosses with or without differential dia., as per BIS No.3114/85 and including cost of jointing materials such as lead or lead wool and spun yarn and required sundries, as cost of fuel for melting lead, filling with water, with a water lead upto 500 m and testing to Pressure gauage etc. including specials, contractor's profit and overhead charges but excluding seignorage, complete for finished item of work and as directed by the Engineer-in-charge.300mm dia DI k7 class pipes. for inmulnarva layout
114.13
-
586656.73
ITEM;Manufacture, Supply, delivery and Lowering & jointing of Centrifugally Cast (Spun) ductile Iron K7 various dia pressure pipes with socket spigot ends confirming to I.S.8329/2000 in Standard Working lengths of 4.5,5.5 & 6 meter for classification K7 suitable for push-on-joint (Rubber Gasket D jointing) with cement mortar lining inside the pipe with outside zinc coating including transportation, Conveyance and accessories including loading at Factory, unloading at site and stacking & Jointing of D.I. pipes and fittings with rubber gasket (push-on-joint),including the cost of the gasket, all sundries filling with water,with a water leadup to 500m and testing to required pressure, Reference to specifications IS3114/1994/12888/1987 and Lowering Pipes and specials (fittings) with s/s endscarefully into the trench and laying them true to alignment and gradient including all sundries, (Ref to specifications. BIS No.3114/1994) and jointing of required specials like Tees, bends, crosses with or without differential dia., as per BIS No.3114/85 and including cost of jointing materials such as lead or lead wool and spun yarn and required sundries, as cost of fuel for melting lead, filling with water, with a water lead upto 500 m and testing to Pressure gauage etc. including specials, contractor's profit and overhead charges but excluding seignorage, complete for finished item of work and as directed by the Engineer-in-charge.250mm dia DI k7 class pipes. for lemoor layout
1100
-
4362160
ITEM;Manufacture, Supply, delivery and Lowering & jointing of Centrifugally Cast (Spun) ductile Iron K7 various dia pressure pipes with socket spigot ends confirming to I.S.8329/2000 in Standard Working lengths of 4.5,5.5 & 6 meter for classification K7 suitable for push-on-joint (Rubber Gasket D jointing) with cement mortar lining inside the pipe with outside zinc coating including transportation, Conveyance and accessories including loading at Factory, unloading at site and stacking & Jointing of D.I. pipes and fittings with rubber gasket (push-on-joint),including the cost of the gasket, all sundries filling with water,with a water leadup to 500m and testing to required pressure, Reference to specifications IS3114/1994/12888/1987 and Lowering Pipes and specials (fittings) with s/s endscarefully into the trench and laying them true to alignment and gradient including all sundries, (Ref to specifications. BIS No.3114/1994) and jointing of required specials like Tees, bends, crosses with or without differential dia., as per BIS No.3114/85 and including cost of jointing materials such as lead or lead wool and spun yarn and required sundries, as cost of fuel for melting lead, filling with water, with a water lead upto 500 m and testing to Pressure gauage etc. including specials, contractor's profit and overhead charges but excluding seignorage, complete for finished item of work and as directed by the Engineer-in-charge.250mm dia DI k7 class pipes. for inmulnarva layout
1700
-
6741520
ITEM;Manufacture, Supply, delivery and Lowering & jointing of Centrifugally Cast (Spun) ductile Iron K7 various dia pressure pipes with socket spigot ends confirming to I.S.8329/2000 in Standard Working lengths of 4.5,5.5 & 6 meter for classification K7 suitable for push-on-joint (Rubber Gasket D jointing) with cement mortar lining inside the pipe with outside zinc coating including transportation, Conveyance and accessories including loading at Factory, unloading at site and stacking & Jointing of D.I. pipes and fittings with rubber gasket (push-on-joint),including the cost of the gasket, all sundries filling with water,with a water leadup to 500m and testing to required pressure, Reference to specifications IS3114/1994/12888/1987 and Lowering Pipes and specials (fittings) with s/s endscarefully into the trench and laying them true to alignment and gradient including all sundries, (Ref to specifications. BIS No.3114/1994) and jointing of required specials like Tees, bends, crosses with or without differential dia., as per BIS No.3114/85 and including cost of jointing materials such as lead or lead wool and spun yarn and required sundries, as cost of fuel for melting lead, filling with water, with a water lead upto 500 m and testing to Pressure gauage etc. including specials, contractor's profit and overhead charges but excluding seignorage, complete for finished item of work and as directed by the Engineer-in-charge.200mm dia DI k7 class pipes. for lemoor layout
2200
-
6710594
ITEM;Manufacture, Supply, delivery and Lowering & jointing of Centrifugally Cast (Spun) ductile Iron K7 various dia pressure pipes with socket spigot ends confirming to I.S.8329/2000 in Standard Working lengths of 4.5,5.5 & 6 meter for classification K7 suitable for push-on-joint (Rubber Gasket D jointing) with cement mortar lining inside the pipe with outside zinc coating including transportation, Conveyance and accessories including loading at Factory, unloading at site and stacking & Jointing of D.I. pipes and fittings with rubber gasket (push-on-joint),including the cost of the gasket, all sundries filling with water,with a water leadup to 500m and testing to required pressure, Reference to specifications IS3114/1994/12888/1987 and Lowering Pipes and specials (fittings) with s/s endscarefully into the trench and laying them true to alignment and gradient including all sundries, (Ref to specifications. BIS No.3114/1994) and jointing of required specials like Tees, bends, crosses with or without differential dia., as per BIS No.3114/85 and including cost of jointing materials such as lead or lead wool and spun yarn and required sundries, as cost of fuel for melting lead, filling with water, with a water lead upto 500 m and testing to Pressure gauage etc. including specials, contractor's profit and overhead charges but excluding seignorage, complete for finished item of work and as directed by the Engineer-in-charge.200mm dia DI k7 class pipes. for inmulnarva layout
1900
-
5795513
ITEM;Manufacture, Supply, delivery and Lowering & jointing of Centrifugally Cast (Spun) ductile Iron K7 various dia pressure pipes with socket spigot ends confirming to I.S.8329/2000 in Standard Working lengths of 4.5,5.5 & 6 meter for classification K7 suitable for push-on-joint (Rubber Gasket D jointing) with cement mortar lining inside the pipe with outside zinc coating including transportation, Conveyance and accessories including loading at Factory, unloading at site and stacking & Jointing of D.I. pipes and fittings with rubber gasket (push-on-joint),including the cost of the gasket, all sundries filling with water,with a water leadup to 500m and testing to required pressure, Reference to specifications IS3114/1994/12888/1987 and Lowering Pipes and specials (fittings) with s/s endscarefully into the trench and laying them true to alignment and gradient including all sundries, (Ref to specifications. BIS No.3114/1994) and jointing of required specials like Tees, bends, crosses with or without differential dia., as per BIS No.3114/85 and including cost of jointing materials such as lead or lead wool and spun yarn and required sundries, as cost of fuel for melting lead, filling with water, with a water lead upto 500 m and testing to Pressure gauage etc. including specials, contractor's profit and overhead charges but excluding seignorage, complete for finished item of work and as directed by the Engineer-in-charge.150mm dia DI k7 class pipes. for lemoor layout
9000
-
21180510
ITEM;Manufacture, Supply, delivery and Lowering & jointing of Centrifugally Cast (Spun) ductile Iron K7 various dia pressure pipes with socket spigot ends confirming to I.S.8329/2000 in Standard Working lengths of 4.5,5.5 & 6 meter for classification K7 suitable for push-on-joint (Rubber Gasket D jointing) with cement mortar lining inside the pipe with outside zinc coating including transportation, Conveyance and accessories including loading at Factory, unloading at site and stacking & Jointing of D.I. pipes and fittings with rubber gasket (push-on-joint),including the cost of the gasket, all sundries filling with water,with a water leadup to 500m and testing to required pressure, Reference to specifications IS3114/1994/12888/1987 and Lowering Pipes and specials (fittings) with s/s endscarefully into the trench and laying them true to alignment and gradient including all sundries, (Ref to specifications. BIS No.3114/1994) and jointing of required specials like Tees, bends, crosses with or without differential dia., as per BIS No.3114/85 and including cost of jointing materials such as lead or lead wool and spun yarn and required sundries, as cost of fuel for melting lead, filling with water, with a water lead upto 500 m and testing to Pressure gauage etc. including specials, contractor's profit and overhead charges but excluding seignorage, complete for finished item of work and as directed by the Engineer-in-charge.150mm dia DI k7 class pipes. for inmulnarva layout
2140
-
5036254.6
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 contractor's profit and overhead charges but excluding Seigniorage Charges,complete for finished items of work and as directed by Engineer-in charge for lemoor layout
1822.5
-
672338
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 contractor's profit and overhead charges but excluding Seigniorage Charges,complete for finished items of work and as directed by Engineer-in charge for inmulnarva layout
724.76
-
267371
ITEM;Excavation for Water Supply Pipelines and in soil with hydraulic excavator of 0.9 cum bucket capacity in narrow trenches including cutting and loading, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, setting out, construction of shoring strutting and bracing, removal of stumps and other deleterious material and disposal with all lifts and lead upto 1000 m including dressing of sides and bottom backfilling as per Technical Specification Clause 302.3 MORD / 301 MORTH for Pipe Line Trenches, including provision for narrow trenches in restricted areas, including contractor's profit and overhead charges but excluding Seigniorage Charges, compete for finished items of work and as directed by Engineer-in charge for lemoor layout
16402.5
-
2053101
ITEM;Excavation for Water Supply Pipelines and in soil with hydraulic excavator of 0.9 cum bucket capacity in narrow trenches including cutting and loading, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, setting out, construction of shoring strutting and bracing, removal of stumps and other deleterious material and disposal with all lifts and lead upto 1000 m including dressing of sides and bottom backfilling as per Technical Specification Clause 302.3 MORD / 301 MORTH for Pipe Line Trenches, including provision for narrow trenches in restricted areas, including contractor's profit and overhead charges but excluding Seigniorage Charges, compete for finished items of work and as directed by Engineer-in charge for inmulnarva layout
13770.42
-
1723644
ITEM;Supply & Delivery of manhole covers with ISI marking anywhere in A.P, F.O.R destination including loading, un-loading at site, Contractor's profit and overhead charges etc as applicable ISI Mark, complete for finished item of work and as directed by the Engineer-in-charge. H.D.-35 with 560mm dia clear opening for lemoor layout
600
-
1746600
ITEM;Supply & Delivery of manhole covers with ISI marking anywhere in A.P, F.O.R destination including loading, un-loading at site, Contractor's profit and overhead charges etc as applicable ISI Mark, complete for finished item of work and as directed by the Engineer-in-charge. H.D.-35 with 560mm dia clear opening for inmulnarva layout
490
-
1426390
ITEM;Construction of Additional manhole 0.10 M depth constructon of 1.2 circular sewer man hole of 1.65-2.3 mts depth with Fly ash cement solid blocks with compressive strength of 50 kg/sq.cm - IS:12894-1990 - CLASS - 5,225 x 100 x 60 mm in CM(1:6) Prop as per specification etc complete. Internal plastering with 20 mm thick CM (1:4) and External plastering with 12mm thick CM (1:4) with fine rendering including cost and fixing of CI steps and fixing FC/ CI cover and frame but excluding the cost of cover and frame, including the cost and conveyance of all materials at site complete and curing for 21 days complete, Contractor's profit and overhead charges, but excluding seignarage charges as per specification etc.complete for finished item of work and as directed by the Engineer-in-charge. for lemoor layout
660
-
1333978.8
ITEM;Construction of Additional manhole 0.10 M depth constructon of 1.2 circular sewer man hole of 1.65-2.3 mts depth with Fly ash cement solid blocks with compressive strength of 50 kg/sq.cm - IS:12894-1990 - CLASS - 5,225 x 100 x 60 mm in CM(1:6) Prop as per specification etc complete. Internal plastering with 20 mm thick CM (1:4) and External plastering with 12mm thick CM (1:4) with fine rendering including cost and fixing of CI steps and fixing FC/ CI cover and frame but excluding the cost of cover and frame, including the cost and conveyance of all materials at site complete and curing for 21 days complete, Contractor's profit and overhead charges, but excluding seignarage charges as per specification etc.complete for finished item of work and as directed by the Engineer-in-charge. for inmulnarva layout
400
-
808472
ITEM;Construction of circular sewer man hole of 1.20 m x 0.56 m of 1.65 m depths with Fly ash cement solid blocks with compressive strength of 50 kg/sq.cm - IS:12894-1990 - CLASS - 5,225 x 100 x 60 mm in CM 1:6 prop and corbellng too, including CC bed (1:4:8) prop using 40 mm guage HG metal 0.20 m thick and CC (1:2:4) prop. Benching / chanelling ,internal plastering with 20 mm thick in CM (1:4) and external plastering with 12 mm thick in CM(1:4)with fine rendering including cost and fixing of CI steps and fixing FC/CI cover and frame but excluding the cost of cover and frame, including the cost and conveyance of all materials at site complete and curing for 21 days, complete, contractor's Profit and overhead charges but excluding seignorage charges as per specification, etc. with various dia pipe complete for finished item of work and as directed by the Engineer-in-charge.Above 1.5 m and below 3.0 m depth 450 mm dia Pipe for lemoor layout
100
-
2144262
ITEM;Construction of circular sewer man hole of 1.20 m x 0.56 m of 1.65 m depths with Fly ash cement solid blocks with compressive strength of 50 kg/sq.cm - IS:12894-1990 - CLASS - 5,225 x 100 x 60 mm in CM 1:6 prop and corbellng too, including CC bed (1:4:8) prop using 40 mm guage HG metal 0.20 m thick and CC (1:2:4) prop. Benching / chanelling ,internal plastering with 20 mm thick in CM (1:4) and external plastering with 12 mm thick in CM(1:4)with fine rendering including cost and fixing of CI steps and fixing FC/CI cover and frame but excluding the cost of cover and frame, including the cost and conveyance of all materials at site complete and curing for 21 days, complete, contractor's Profit and overhead charges but excluding seignorage charges as per specification, etc. with various dia pipe complete for finished item of work and as directed by the Engineer-in-charge.Above 1.5 m and below 3.0 m depth 450 mm dia Pipe for inmulnarva layout
200
-
4288524
ITEM;Construction of circular sewer man hole of 1.20 m x 0.56 m of 1.65 m depths with Fly ash cement solid blocks with compressive strength of 50 kg/sq.cm - IS:12894-1990 - CLASS - 5,225 x 100 x 60 mm in CM 1:6 prop and corbellng too, including CC bed (1:4:8) prop using 40 mm guage HG metal 0.20 m thick and CC (1:2:4) prop. Benching / chanelling ,internal plastering with 20 mm thick in CM (1:4) and external plastering with 12 mm thick in CM(1:4)with fine rendering including cost and fixing of CI steps and fixing FC/CI cover and frame but excluding the cost of cover and frame, including the cost and conveyance of all materials at site complete and curing for 21 days, complete, contractor's Profit and overhead charges but excluding seignorage charges as per specification, etc. with various dia pipe complete for finished item of work and as directed by the Engineer-in-charge.Above 1.5 m and below 3.0 m depth 300 mm dia Pipe for lemoor layout
250
-
5607485
ITEM;Construction of circular sewer man hole of 1.20 m x 0.56 m of 1.65 m depths with Fly ash cement solid blocks with compressive strength of 50 kg/sq.cm - IS:12894-1990 - CLASS - 5,225 x 100 x 60 mm in CM 1:6 prop and corbellng too, including CC bed (1:4:8) prop using 40 mm guage HG metal 0.20 m thick and CC (1:2:4) prop. Benching / chanelling ,internal plastering with 20 mm thick in CM (1:4) and external plastering with 12 mm thick in CM(1:4)with fine rendering including cost and fixing of CI steps and fixing FC/CI cover and frame but excluding the cost of cover and frame, including the cost and conveyance of all materials at site complete and curing for 21 days, complete, contractor's Profit and overhead charges but excluding seignorage charges as per specification, etc. with various dia pipe complete for finished item of work and as directed by the Engineer-in-charge.Above 1.5 m and below 3.0 m depth 300 mm dia Pipe for inmulnarva layout
150
-
3364491
ITEM;Construction of additional man hole 0.10 m depth, construction of 0.90 m circular sewer manhole of 1 to 1.65 m depth with Fly ash cement solid blocks with compressive strength of 50 kg/sq.cm - IS:12894-1990 - CLASS - 5,225 x 100 x 60 mm in CM (1:6) prop as per specification, etc. complete. Internal plastering with 20 mm thick in CM (1:4) and external plastering with 12 mm thick in CM(1:4) with fine rendering including cost and fixing of CI steps and fixing FC/CI cover and frame but excluding the cost of cover and frame, including the cost and conveyance of all materials at site, complete and curing for 21 days complete, Contractor's profit and overhead charges but excluding seigniorage charges as per specification etc., complete for finished item of work and as directed by the Engineer-in-charge for lemoor layout
750
-
771435
ITEM;Construction of additional man hole 0.10 m depth, construction of 0.90 m circular sewer manhole of 1 to 1.65 m depth with Fly ash cement solid blocks with compressive strength of 50 kg/sq.cm - IS:12894-1990 - CLASS - 5,225 x 100 x 60 mm in CM (1:6) prop as per specification, etc. complete. Internal plastering with 20 mm thick in CM (1:4) and external plastering with 12 mm thick in CM(1:4) with fine rendering including cost and fixing of CI steps and fixing FC/CI cover and frame but excluding the cost of cover and frame, including the cost and conveyance of all materials at site, complete and curing for 21 days complete, Contractor's profit and overhead charges but excluding seigniorage charges as per specification etc., complete for finished item of work and as directed by the Engineer-in-charge for inmulnarva layout
420
-
432003.6
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, 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 for 1m depth 200mm dia pipleline for lemoor layout
250
-
2436310
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, 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 for 1m depth 300mm dia pipleline For inmulnarva layout
140
-
1349155
ITEM;Manufacture, Supply and Delivery of various internal dia R.C.C. NP 3 Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes with M35 grade concrete conforming to B.I.S. 458/2003 at exfactory (rate per meter of effective length) in standard lengths using Sulphate Resistant Cement confirming to IS 12330/1998 including laying and jointing, lowering in the readymade trenches,cost of rubber rings, conveyance to site inclding cost of all materials unloading, hoisting, laying true to aligmnet and gradient by using cranes jointing with rubber rings all other incidental and operational charges and testing,contractor's profit and overhead charges but excluding Seignorage Chrages etc., complete for finished item of work and as directed by the Engineer-in-charge.For 600mm RCC for inmulnarva layout
776
-
3796448.08
ITEM;Manufacture, Supply and Delivery of various internal dia R.C.C. NP 3 Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes with M35 grade concrete conforming to B.I.S. 458/2003 at exfactory (rate per meter of effective length) in standard lengths using Sulphate Resistant Cement confirming to IS 12330/1998 including laying and jointing, lowering in the readymade trenches,cost of rubber rings, conveyance to site inclding cost of all materials unloading, hoisting, laying true to aligmnet and gradient by using cranes jointing with rubber rings all other incidental and operational charges and testing,contractor's profit and overhead charges but excluding Seignorage Chrages etc., complete for finished item of work and as directed by the Engineer-in-charge.For 450mm RCC for lemoor layout
1200
-
3705936
ITEM;Manufacture, Supply and Delivery of various internal dia R.C.C. NP 3 Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes with M35 grade concrete conforming to B.I.S. 458/2003 at exfactory (rate per meter of effective length) in standard lengths using Sulphate Resistant Cement confirming to IS 12330/1998 including laying and jointing, lowering in the readymade trenches,cost of rubber rings, conveyance to site inclding cost of all materials unloading, hoisting, laying true to aligmnet and gradient by using cranes jointing with rubber rings all other incidental and operational charges and testing,contractor's profit and overhead charges but excluding Seignorage Chrages etc., complete for finished item of work and as directed by the Engineer-in-charge.For 450mm RCC for inmulnarva layout
3900
-
12044292
ITEM;Manufacture, Supply and Delivery of various internal dia R.C.C. NP 3 Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes with M35 grade concrete conforming to B.I.S. 458/2003 at exfactory (rate per meter of effective length) in standard lengths using Sulphate Resistant Cement confirming to IS 12330/1998 including laying and jointing, lowering in the readymade trenches,cost of rubber rings, conveyance to site inclding cost of all materials unloading, hoisting, laying true to aligmnet and gradient by using cranes jointing with rubber rings all other incidental and operational charges and testing,contractor's profit and overhead charges but excluding Seignorage Chrages etc., complete for finished item of work and as directed by the Engineer-in-charge.For 300mm RCC for lemoor layout
4000
-
7756640
ITEM;Manufacture, Supply and Delivery of various internal dia R.C.C. NP 3 Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes with M35 grade concrete conforming to B.I.S. 458/2003 at exfactory (rate per meter of effective length) in standard lengths using Sulphate Resistant Cement confirming to IS 12330/1998 including laying and jointing, lowering in the readymade trenches,cost of rubber rings, conveyance to site inclding cost of all materials unloading, hoisting, laying true to aligmnet and gradient by using cranes jointing with rubber rings all other incidental and operational charges and testing,contractor's profit and overhead charges but excluding Seignorage Chrages etc., complete for finished item of work and as directed by the Engineer-in-charge.For 300mm RCC for inmulnarva layout
5840
-
11324694.4
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 loading and unloading, including Contractors profit and Overhead charges but excluding Seignorage charges complete for finished item and as directed by the Engineer-in-charge. For lemoor layout
6000
-
5808000
ITEM;Supply, Lowering, laying and jointing of 300mm dia SWG SP1 pipe in ready made trench true to alignment and gradient,jointing, and testing of stone ware pipes including cost of jointing material such as cement mortar (1:1) proportion and hemp yarn including cost and conveyance of pipe. (Reference to specifications BIS No.6530/72) PHE-LJSW-13 including loading and unloading, including Contractors profit and Overhead charges but excluding Seignorage charges complete for finished item and as directed by the Engineer-in-charge. For inmulnarva layout
5840
-
12641088.8
ITEM;Carting of surplus excavated rock from the site to a distance suitable including loading, unloading charges, cost & conveyance of 5 km(in addition to initial 1Km), dumping, labour charges, all leads & lifts and other incidental and operational charges including Contractors profit and Overhead charges etc., complete. For lemoor layout
2930.47
-
212459.22
ITEM;Carting of surplus excavated rock from the site to a distance suitable including loading, unloading charges, cost & conveyance of 5 km(in addition to initial 1Km) , dumping, labour charges, all leads & lifts and other incidental and operational charges etc., including Contractors profit and Overhead charges complete. For inmulnarva layout
849.67
-
61601.22
ITEM;Carting away unuseful excavated soil at site and pipe line trench earth including transportation of 5 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. For lemoor layout
1702.13
-
120851.09
ITEM;Carting away unuseful excavated soil at site and pipe line trench earth including transportation of 5 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. For inmulnarva layout
3304.11
-
234592
ITEM;Refilling with usefull available excavated earth / soils in trenches ,sides of foundations & basement and the pipeline trenches after laid, jointed, executed, tested with intial lead in layors not exceeding 15 cm thick , consolidating each deposited layer by watering consolidting each layer by watering and ramming including cost and conveyonce of water to work site and all operational ,incidental,labour charges,hire charges of T&P including Contractors profit and Overhead charges but excluding Seignorage charges.,Complete for finished item of work and as directed by the Engineer-in-charge. For lemoor layout
14903.88
-
535049.29
ITEM;Refilling with usefull available excavated earth / soils in trenches ,sides of foundations & basement and the pipeline trenches after laid, jointed, executed, tested with intial lead in layors not exceeding 15 cm thick , consolidating each deposited layer by watering consolidting each layer by watering and ramming including cost and conveyonce of water to work site and all operational ,incidental,labour charges,hire charges of T&P including Contractors profit and Overhead charges but excluding Seignorage charges.,Complete for finished item of work and as directed by the Engineer-in-charge. For inmulnarva layout
12839.66
-
460943.61
ITEM;Collection, Supply and filling of Robo sand from approved quarry to work site including cost and conveyance of all material and all labour charges, etc., Complete for as per standard specifications of Clause 305.3.9 MORD & 304 MORTH including Contractors profit and Overhead charges but excluding Seignorage charges complete for finished item of work and as directed by the Engineer-in-charge for lemoor layout
1566
-
1389887.64
ITEM;Collection, Supply and filling of Robo sand from approved quarry to work site including cost and conveyance of all material and all labour charges, etc., Complete for as per standard specifications of Clause 305.3.9 MORD & 304 MORTH including Contractors profit and Overhead charges but excluding Seignorage charges complete for finished item of work and as directed by the Engineer-in-charge for inmulnarva layout
1665
-
1477754.1
ITEM;Excavation for under ground drainage lines in hard rock in narrow trenches with controlled blasting by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections,setting out, construction of shoring, strutting and bracing, removal of stumps and other deleterious material, loading and disposal of cut rock with all lifts and leads upto 1000 m including dressing of sides and bottom, backfilling as per Technical Specification Clause 302.3.5 MORD / 301 MORTH for Pipe Line Trenchs including provision for narrow trenches in restricted areas and contractor's profit and overhead charges but excluding Seigniorage Charges,complete for finished items of work and as directed by Engineer-in charge for lemoor layout
2930.47
-
1081080.43
ITEM;Excavation for under ground drainage lines in hard rock in narrow trenches with controlled blasting by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections,setting out, construction of shoring, strutting and bracing, removal of stumps and other deleterious material, loading and disposal of cut rock with all lifts and leads upto 1000 m including dressing of sides and bottom, backfilling as per Technical Specification Clause 302.3.5 MORD / 301 MORTH for Pipe Line Trenchs including provision for narrow trenches in restricted areas and contractor's profit and overhead charges but excluding Seigniorage Charges,complete for finished items of work and as directed by Engineer-in charge for inmulnarva layout
849.67
-
313452.5
ITEM;Excavation for underground drainage lines in soil with hydraulic excavator of 0.9 cum bucket capacity in narrow trenches including cutting and loading, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, setting out, construction of shoring strutting and bracing, removal of stumps and other deleterious material and disposal with all lifts and lead upto 1000 m including dressing of sides and bottom backfilling as per Technical Specification Clause 302.3 MORD / 301 MORTH for Pipe Line Trenches, including provision for narrow trenches in restricted areas, including contractor's profit and overhead charges but excluding Seigniorage Charges, compete for finished items of work and as directed by Engineer-in charge for lemoor layout
16606.01
-
2078574
ITEM;Excavation for underground drainage lines in soil with hydraulic excavator of 0.9 cum bucket capacity in narrow trenches including cutting and loading, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, setting out, construction of shoring strutting and bracing, removal of stumps and other deleterious material and disposal with all lifts and lead upto 1000 m including dressing of sides and bottom backfilling as per Technical Specification Clause 302.3 MORD / 301 MORTH for Pipe Line Trenches, including provision for narrow trenches in restricted areas, including contractor's profit and overhead charges but excluding Seigniorage Charges, compete for finished items of work and as directed by Engineer-in charge for inmulnarva layout
16143.77
-
2020715.44
ITEM;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) including Contractors profit and Overhead charges but excluding Seignorage charges Complete for finished item of work and as directed by Engineers-in-charge. For inmulnarva layout
865.69
-
4991502
ITEM;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 including Contractors profit and Overhead charges but excluding Seignorage charges Complete for finished item of work and as directed by Engineers-in-charge. For lemoor layout
14400
-
3817728
ITEM;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 including Contractors profit and Overhead charges but excluding Seignorage charges Complete for finished item of work and as directed by Engineers-in-charge. For inmulnarva layout
21933.3
-
5814955
ITEM;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. For lemoor layout.
900
-
324900
ITEM;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. For inmulnarva layout
500
-
180500
ITEM;Construction of cement concrete Median with channel with top and bottom width 200 mm and 375 mm respectively, 400 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, sloped towards the Two sides , 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 for lemoor layout
1380
-
1205471
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 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 for lemoor layout
16240
-
9265894
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 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 for inmulnarva layout.
21897.18
-
12493655
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 Contractors profit and overhead charges but excluding Seigniorage Charges complete for fiished item of work and as directed by the Engineer-in-charge for lemoor layout.
3800
-
2519400
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 Contractors profit and overhead charges but excluding Seigniorage Charges complete for fiished item of work and as directed by the Engineer-in-charge for inmulnarva layout.
2885.64
-
1913179
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 Contractors profit and overhead charges but excluding Seigniorage Charges complete for fiished item of work and as directed by the Engineer-in-charge for lemoor layout.
1919
-
19340123
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 Contractors profit and overhead charges but excluding Seigniorage Charges complete for fiished item of work and as directed by the Engineer-in-charge for inmulnarva layout.
1780.82
-
17947503
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 (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 for lemoor layout
3198
-
28666616
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 (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. for inmulnarva layout
5342.46
-
47889348
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 Contractors profit and overhead charges but excluding Seigniorage Charges complete for fiished item of work and as directed by the Engineer-in-charge. For lemoor layout
64680
-
851189
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 Contractors profit and overhead charges but excluding Seigniorage Charges complete for fiished item of work and as directed by the Engineer-in-charge. For Inmulnarva layout
142465.48
-
1874846
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. including Contractors profit and Overhead charges but excluding Seignorage charges finished items of work and as directed by Engineers-in-charge. For lemoor layout
64680
-
4989415
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. including Contractors profit and Overhead charges but excluding Seignorage charges finished items of work and as directed by Engineers-in-charge. For Inmulnarva layout
71232.74
-
5494894
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 Contractors profit and overhead charges but excluding Seigniorage Charges complete for fiished item of work and as directed by the Engineer-in-charge. For lemoor layout
9702
-
19676917
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 Contractors profit and overhead charges but excluding Seigniorage Charges complete for fiished item of work and as directed by the Engineer-in-charge. For Inmulnarva layout
16383.53
-
33227929
ITEM;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. For lemoor layout
9702
-
19050362
ITEM;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. For Inmulnarva layout
10684.91
-
20980357
ITEM;Carting away unuseful excavated soil/rock at site and pipe line trench earth including loading and unloading transportation, (lead upto 5km) 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. For lemoor layout
107460
-
7629660
ITEM;Carting away unuseful excavated soil/rock at site and pipe line trench earth including loading and unloading transportation, (lead upto 5km) 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.For Inmulnarva layout
86324.5
-
6129039
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 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. For lemoor layout
59004
-
22963767
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 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. For inmumnarva layout
61002.64
-
23741619
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 Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge. For lemoor layout
10746
-
3964307
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 Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge. For lemoor layout
10746
-
1873780
ITEM;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. For lemoor layout
85968
-
9078221
ITEM;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. For inmumnarva layout
86324.5
-
9115867
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