Providing laying and commissioning of gravity sewer lines and House connection work in ward no.17 (C) Kopri Panchpakhadi, Thane Municipal Corporation area

Amount

Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 meters and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling etc. complete. Lift 0.00 to 1.50 M

Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 meters and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling etc. complete. Lift 1.50 to 3.00 M

Excavation for foundation / pipe trenches in hard murum including removing the excavated material up to a distance of 50 meters and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling etc, complete. -Lift 0.00 to 1.50 M

Excavation for foundation / pipe trenches in hard murum including removing the excavated material up to a distance of 50 meters and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling etc, complete. Lift 1.50 to 3.00 M

Excavation for foundation / pipe trenches in hard murum and boulders, WBM road including removing the excavated material up to a distance of 50 meters and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling etc, complete Lift 0.00 to 1.50 M

Excavation for foundation / pipe trenches in hard murum and boulders, WBM road including removing the excavated material up to a distance of 50 meters and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling etc, complete - Lift 1.50 to 3.00 M

Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material up to a distance of 50 meters and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling etc, complete. Lift 0.00 to 1.50 M

Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material up to a distance of 50 meters and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling etc, complete. Lift 1.50 to 3.00 M

Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material up to a distance of 50 meters and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling etc, complete. Lift 3.00 to 4.50 M

Excavation for foundation / pipe trenches in hard rock and concrete road by chiseling, wedging, line drilling, by mechanical means or by any other means other than blasting, including trimming and leveling the bed by chiseling where necessary and removing the excavated material upto a distance of 50m beyond the area and lifts as below, stacking as directed by engineer-in -charge, normal dewatering excluding backfilling etc, complete by all means Lift 0.00 to 1.50 M

Excavation for foundation / pipe trenches in hard rock and concrete road by chiseling, wedging, line drilling, by mechanical means or by any other means other than blasting, including trimming and leveling the bed by chiseling where necessary and removing the excavated material upto a distance of 50m beyond the area and lifts as below, stacking as directed by engineer-in -charge, normal dewatering excluding backfilling etc, complete by all means Lift 1.50 to 3.00 M

Excavation for foundation / pipe trenches in hard rock and concrete road by chiseling, wedging, line drilling, by mechanical means or by any other means other than blasting, including trimming and leveling the bed by chiseling where necessary and removing the excavated material upto a distance of 50m beyond the area and lifts as below, stacking as directed by engineer-in -charge, normal dewatering excluding backfilling etc, complete by all means -Lift 3.00 to 4.50 M

Excavation for foundation / pipe trenches in hard rock and concrete road by chiseling, wedging, line drilling, by mechanical means or by any other means other than blasting, including trimming and leveling the bed by chiseling where necessary and removing the excavated material upto a distance of 50m beyond the area and lifts as below, stacking as directed by engineer-in -charge, normal dewatering excluding backfilling etc, complete by all means Lift 4.50 to 6.00 M

Excavate in tunnel by micro tunnel boring machine for installing 600 mm dia sleeve or carrier sewer line to correct grade and alignment using slurry or mixed shields including excavation of jacking and receiving pits as necessary for the method and equipment and considering the ground strata up to any depth up to 12 m below ground level(up to invert of the pipe to be installed )in any type of strata including marshy land,soft clay,murum,rock and boulders of any strength and hardness,shoring of any type including sheet piles or concrete piles, dewatering, disposal of excavated material to any place as directed by Engineer-in-charge.Reinstatement of road etc.complete.

Open timbering in trenches of depth more than 1.5m for shoring and strutting including use of and waste of all necessary timber works including walling, struts, open polling boards/ horizontal sheeting, runners, etc as may be necessary and fixing and removal complete. (Measurement to be taken of face/ area timbered)

Providing and constructing coffer dam in river basin/ nalla as per type design including excavation filling the middle portion with BC soil .. Etc complete

Dewatering the excavated trenches and pools of water in the building trenches/ pipelines, as well works by using pumps and other devices including disposing off water to safe distance as directed by engineer-in-charge( including cost of machinery, labour, fuel) etc complete

Providing and laying in situ cement concrete in M15 Grade of concrete of trap metal for foundation and bedding, including bailing out water manually, formwork, compacting and curing etc. complete.

Providing ISI standard RCC-NP3 pipes in standard lengths of following class and diameter suitable for rubber ring joints, including all taxes (central and local), inspection charges, transport to stores/ sites, unloading and stacking etc. complete as per IS 458-1988 150mm Dia.

Providing ISI standard RCC-NP3 pipes in standard lengths of following class and diameter suitable for rubber ring joints, including all taxes (central and local), inspection charges, transport to stores/ sites, unloading and stacking etc. complete as per IS 458-1988 200mm dia.

Providing ISI standard RCC-NP3 pipes in standard lengths of following class and diameter suitable for rubber ring joints, including all taxes (central and local), inspection charges, transport to stores/ sites, unloading and stacking etc. complete as per IS 458-1988 225mm Dia.

Providing ISI standard RCC-NP3 pipes in standard lengths of following class and diameter suitable for rubber ring joints, including all taxes (central and local), inspection charges, transport to stores/ sites, unloading and stacking etc. complete as per IS 458-1988 250mm dia.

Providing ISI standard RCC-NP3 pipes in standard lengths of following class and diameter suitable for rubber ring joints, including all taxes (central and local), inspection charges, transport to stores/ sites, unloading and stacking etc. complete as per IS 458-1988 300mm dia.

Providing ISI standard RCC-NP3 pipes in standard lengths of following class and diameter suitable for rubber ring joints, including all taxes (central and local), inspection charges, transport to stores/ sites, unloading and stacking etc. complete as per IS 458-1988 350mm dia.

Providing ISI standard RCC-NP3 pipes in standard lengths of following class and diameter suitable for rubber ring joints, including all taxes (central and local), inspection charges, transport to stores/ sites, unloading and stacking etc. complete as per IS 458-1988 400mm dia.

Providing ISI standard RCC-NP3 pipes in standard lengths of following class and diameter suitable for rubber ring joints, including all taxes (central and local), inspection charges, transport to stores/ sites, unloading and stacking etc. complete as per IS 458-1988 450mm dia.

Providing ISI standard RCC-NP3 pipes in standard lengths of following class and diameter suitable for rubber ring joints, including all taxes (central and local), inspection charges, transport to stores/ sites, unloading and stacking etc. complete as per IS 458-1988 600mm dia.

Lowering, laying and jointing in proper grade and alignment R.C.C- NP3 pipes with socketed R.C.C pipes with rubber joints (excluding cost of rubber ring ) including cost of conveyance from stores to site of work, cost of jointing material, labour, giving hydraulic testing etc. complete as directed by engineer-in-charge( For all classes of pipes.) As per IS 783-1985 150mm Dia.

Lowering, laying and jointing in proper grade and alignment R.C.C- NP3 pipes with socketed R.C.C pipes with rubber joints (excluding cost of rubber ring ) including cost of conveyance from stores to site of work, cost of jointing material, labour, giving hydraulic testing etc. complete as directed by engineer-in-charge( For all classes of pipes.) As per IS 783-1985 200mm dia.

Lowering, laying and jointing in proper grade and alignment R.C.C- NP3 pipes with socketed R.C.C pipes with rubber joints (excluding cost of rubber ring ) including cost of conveyance from stores to site of work, cost of jointing material, labour, giving hydraulic testing etc. complete as directed by engineer-in-charge( For all classes of pipes.) As per IS 783-1985 225mm Dia.

Lowering, laying and jointing in proper grade and alignment R.C.C- NP3 pipes with socketed R.C.C pipes with rubber joints (excluding cost of rubber ring ) including cost of conveyance from stores to site of work, cost of jointing material, labour, giving hydraulic testing etc. complete as directed by engineer-in-charge( For all classes of pipes.) As per IS 783-1985 250mm dia.

Lowering, laying and jointing in proper grade and alignment R.C.C- NP3 pipes with socketed R.C.C pipes with rubber joints (excluding cost of rubber ring ) including cost of conveyance from stores to site of work, cost of jointing material, labour, giving hydraulic testing etc. complete as directed by engineer-in-charge( For all classes of pipes.) As per IS 783-1985 300mm dia.

Lowering, laying and jointing in proper grade and alignment R.C.C- NP3 pipes with socketed R.C.C pipes with rubber joints (excluding cost of rubber ring ) including cost of conveyance from stores to site of work, cost of jointing material, labour, giving hydraulic testing etc. complete as directed by engineer-in-charge( For all classes of pipes.) As per IS 783-1985 350mm dia.

Lowering, laying and jointing in proper grade and alignment R.C.C- NP3 pipes with socketed R.C.C pipes with rubber joints (excluding cost of rubber ring ) including cost of conveyance from stores to site of work, cost of jointing material, labour, giving hydraulic testing etc. complete as directed by engineer-in-charge( For all classes of pipes.) As per IS 783-1985 400mm dia.

Lowering, laying and jointing in proper grade and alignment R.C.C- NP3 pipes with socketed R.C.C pipes with rubber joints (excluding cost of rubber ring ) including cost of conveyance from stores to site of work, cost of jointing material, labour, giving hydraulic testing etc. complete as directed by engineer-in-charge( For all classes of pipes.) As per IS 783-1985 450mm dia.

Lowering, laying and jointing in proper grade and alignment R.C.C- NP3 pipes with socketed R.C.C pipes with rubber joints (excluding cost of rubber ring ) including cost of conveyance from stores to site of work, cost of jointing material, labour, giving hydraulic testing etc. complete as directed by engineer-in-charge( For all classes of pipes.) As per IS 783-1985 600mm dia.

Hydraulic testing of RCC- NP3 pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide speci-fied test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position 150mm dia.

Hydraulic testing of RCC- NP3 pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide speci-fied test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position 200mm dia.

Hydraulic testing of RCC- NP3 pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide speci-fied test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position 225mm dia.

Hydraulic testing of RCC- NP3 pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide speci-fied test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position 250mm dia.

Hydraulic testing of RCC- NP3 pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide speci-fied test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position 300mm dia.

Hydraulic testing of RCC- NP3 pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide speci-fied test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position 350mm dia.

Hydraulic testing of RCC- NP3 pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide speci-fied test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position 400mm dia.

Hydraulic testing of RCC- NP3 pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide speci-fied test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position 450mm dia.

Hydraulic testing of RCC- NP3 pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide speci-fied test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position 600mm dia.

Installation of 315 mm dia (OD)HDPE pipe line (PN6 Class-IS 14333) to correct grade and alignment using Horizontal Directional Drilling method in any type of ground including soft soil,mixed ground and hard rock

Installation of 355 mm dia (OD)HDPE pipe line (PN6 Class-IS 14333) to correct grade and alignment using Horizontal Directional Drilling method in any type of ground including soft soil,mixed ground and hard rock

Approved 600mm dia reinforced concrete pipe confirming to jacking pipe standards like JSWAS A-6,ASTM C-76 SS 183 or AS1342 but not less than NP4 class under IS 458,suppiled jointed and installed to correct line and grade by pipe jacking for microtunneling works etc complete as per specifications and as directed by the Engineer.

Providing supplying in standard length (PE material) HDPE Double wall corrugated pipe for non pressure underground drainage and sewerage with to IS 16098:Part-2 2013 140mm Dia.

Lowering, Laying and Jointing (PE material) HDPE double wall corrugated pipe for non pressure underground by heating to the ends of pipes 140mm Dia.

Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging etc, complete

Tranportation Carting away the excavated material for a lead beyond 10 km.

Providing & Constructing on sewer BB Masonry rectangular manhole of size 60cm x 45 cm internal size and depth upto 0.9 m

Add for every increase in depth of 30 cm or part thereof

Providing & Constructing on sewer BB Masonry rectangular manhole of size 90 cm x 60 cm internal size and depth upto 1.2 m

Add for every increase in depth of 30 cm or part thereof

Providing and constructing on sewer, B.B masonry circular manhole concentric cone 1.2 m dia at bottom and 0.5 m dia at top and up to a depth of 2.0 M with 23 cm brick work in CM 1:4 proportion etc., complete as directed by engineer- in-charge.

rebate for every decrease in depth of 50 cm or part there of ( Item amount will be dedected from Item No 57)

Providing and constructing on sewer, B.B masonary circular manhole concentric cone 1.5 m dia at bottom and 0.5 m dia at top and upto a depth of 5.0 M with 23 cm brick work in CM 1:4 proportion etc., complete as directed by engineer- in-charge. .

rebate for every decrease in depth of 50 cm or part thereof ( Item amount will be dedected from Item No 59)

Providing dry trap/rubble stone soling in 15 cm to 20 cm completed thickness, directed by engineer in -charge including maintenance of construction etc. complete.(Bd-A-11/263)

Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps footings, foundations slabs,, etc. complete( including cost of binding wire) BD-F-17/306 TOR steel

Providing and laying in situ Cement concrete of trap/ granite/ quartzite/ gneiss metal for RCC work in foundation like raft, M-20

Construction of granular sub-base by providing close graded material,spreading in uniform layers with motorgrader/Paver on prepared surface,mixing by mix in place method with rotavator at OMC,and compacting with vibratory roller to achieve the desired density,complete as per clause 401-

Road Restoration- Providing, laying, spreading & compacting stone aggregates of specific sizes to Water Bound macadam for Grading II specification including spreading in uniform thickness, handpicking ,rolling with 3 wheeled steel/vibratory roller,8-10 tonnes in stages to proper grade & camber, applying & brooming requisite type of screenings/ binding Materials to fill up the interstices of coarse aggragate, watering & compacting to the required density to protect edges, lighting,guarding barricading & maintenance of diversion etc. complete. As per Technical Specification CI.No 405A WBM Grade II metal

Providing and laying in-situ M60 Grade unreinforced plain cement concrete pavement over a prepared subbase with 43 grade cement ,coarse and fine aggregate (natural sand/VSI grade finely washed crushed sand) conforming to IS383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver, compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound/by providing cement vata in cement Mortar1:8@ 0.6mX0.6m centre to centre, admeasuring 80mm at bottom and 40mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge.

Bitumen Surface-Providing and laying hot mix hot laid Bituminous macadam 50/75 mm average thickness on prepared surface with specified graded crushed stone aggregates as per table 500-4, Grading- II for base /binding course , loading of aggregates with FE loader, heating & mixing of stone aggregates & bitumen in computerized hot mix plant, transported to site by tipper to paver, laid over a previously repaired surface with paver, finisher to required grade, level & alignment & rolling with power roller & vibratory compactor as per clauses 501.6 & 501.7 to achieve the desired compaction complete as per clause 504 of MoRT&H specification & including all materials, labour, machinery , lighting, guarding & maintenance of diversion but excluding cost of primer / tack coat. With Bitumen VG- Grade 30 @ 3.4% (percentage by weight of total mix) With SCADA with fully automatic microprocessor based PLC attachment.

Prime coat - Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.60 kg/sqm using mechanical means.

Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry B.T. surface 3 kg/10 sqm. (VG-30 bulk bitumen rates are considered to arrive at rates)

BITUMINOUSCONCRETE:-Providing and laying bituminous concrete using crushed aggregates of grading1, premixed with bituminous [email protected] percent by weight of total mix and filler, transported to site with VTS, laid over a previously prepared surface, finished to there quired grade, level, alignment, and rolling to achieve the desired compaction for 50mm compacted thickness with specified grade of Bitumen, Excluding prime/tack coat.For Bitumen of specified grade--USING Batch mix type hot mix plant with SCADA, Sensor Paver,Vibratory roller with Stone Dust filler.(VG-30 bulk bitumen rates are considered to arrive at rates)

Shifting of Temporary water supply lines-Providing, laying and fixing following dia. Medium type G.I. Pipes with screwed fittings such as sockets, elbows, bends, tees reducers, plugs, clamps, underground or in vertical etc. complete-15mm dia. (medium)

Shifting of Temporary water supply lines-Providing, laying and fixing following dia. Medium type G.I. Pipes with screwed fittings such as sockets, elbows, bends, tees reducers, plugs, clamps, underground or in vertical etc. complete-20mm dia. (medium)

Shifting of Temporary water supply lines-Providing, laying and fixing following dia. Medium type G.I. Pipes with screwed fittings such as sockets, elbows, bends, tees reducers, plugs, clamps, underground or in vertical etc. complete-25mm dia. (medium)

Providing, laying and fixing (push on joints pressure pipes of D. I. of following class and diameters confirming to the I. S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality ) excluding GST levied by GOI & GOM in all respect including Third party inspection charges of TPI Agency approved by MJP including Transit insurance, Railway Freight,Unloading from railway wagon, Loading into Truck, Transportation to departmental store,unloading, stacking etc. completed as directed by Engineer in charges Gaskets. -100 mm dia.

Providing, laying and fixing (push on joints pressure pipes of D. I. of following class and diameters confirming to the I. S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality ) excluding GST levied by GOI & GOM in all respect including Third party inspection charges of TPI Agency approved by MJP including Transit insurance, Railway Freight,Unloading from railway wagon, Loading into Truck, Transportation to departmental store,unloading, stacking etc. completed as directed by Engineer in charges Gaskets. -150 mm dia.

Providing, laying and fixing (push on joints pressure pipes of D. I. of following class and diameters confirming to the I. S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality ) excluding GST levied by GOI & GOM in all respect including Third party inspection charges of TPI Agency approved by MJP including Transit insurance, Railway Freight,Unloading from railway wagon, Loading into Truck, Transportation to departmental store,unloading, stacking etc. completed as directed by Engineer in charges Gaskets. -200 mm dia.

Providing, laying and fixing (push on joints pressure pipes of D. I. of following class and diameters confirming to the I. S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality ) excluding GST levied by GOI & GOM in all respect including Third party inspection charges of TPI Agency approved by MJP including Transit insurance, Railway Freight,Unloading from railway wagon, Loading into Truck, Transportation to departmental store,unloading, stacking etc. completed as directed by Engineer in charges Gaskets. -300 mm dia.

Providing and supplying D.I. fittings with ISI mark Mechanical joint confirming to tables 12 to table 31 of IS 9523/2000 upto latest amendments including cost of SBR/ EDPM gaskets, Nuts, Bolts, Washers and Ductile iron follower glands. Fittings should be with internally Ordinary portland cement mortor lined and externally metallic zinc coating/zinc rich paint with finishing layer of black bitumen coating including transportation and excluding all statutary duties and taxes such as GST levied by Gol and GoM in all respect etc. complete. -100 mm dia.

Providing and supplying D.I. fittings with ISI mark Mechanical joint confirming to tables 12 to table 31 of IS 9523/2000 upto latest amendments including cost of SBR/ EDPM gaskets, Nuts, Bolts, Washers and Ductile iron follower glands. Fittings should be with internally Ordinary portland cement mortor lined and externally metallic zinc coating/zinc rich paint with finishing layer of black bitumen coating including transportation and excluding all statutary duties and taxes such as GST levied by Gol and GoM in all respect etc. complete. MJ Collar/Coupling -150 mm dia.

Providing and supplying D.I. fittings with ISI mark Mechanical joint confirming to tables 12 to table 31 of IS 9523/2000 upto latest amendments including cost of SBR/ EDPM gaskets, Nuts, Bolts, Washers and Ductile iron follower glands. Fittings should be with internally Ordinary portland cement mortor lined and externally metallic zinc coating/zinc rich paint with finishing layer of black bitumen coating including transportation and excluding all statutary duties and taxes such as GST levied by Gol and GoM in all respect etc. complete. MJ Collar/Coupling -200 mm dia.

Providing and supplying D.I. fittings with ISI mark Mechanical joint confirming to tables 12 to table 31 of IS 9523/2000 upto latest amendments including cost of SBR/ EDPM gaskets, Nuts, Bolts, Washers and Ductile iron follower glands. Fittings should be with internally Ordinary portland cement mortor lined and externally metallic zinc coating/zinc rich paint with finishing layer of black bitumen coating including transportation and excluding all statutary duties and taxes such as GST levied by Gol and GoM in all respect etc. complete. MJ Collar/Coupling-250 mm dia.

Providing and supplying D.I. fittings with ISI mark Mechanical joint confirming to tables 12 to table 31 of IS 9523/2000 upto latest amendments including cost of SBR/ EDPM gaskets, Nuts, Bolts, Washers and Ductile iron follower glands. Fittings should be with internally Ordinary portland cement mortor lined and externally metallic zinc coating/zinc rich paint with finishing layer of black bitumen coating including transportation and excluding all statutary duties and taxes such as GST levied by Gol and GoM in all respect etc. complete.MJ Collar/Coupling -300 mm dia.

LT Cables-Supplying, erecting & terminating XLPE armoured cable aluminium conductor with continuous 5.48 sq. mm. (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/A3½ core 25 sq. mm.

LT Cables-Supplying, erecting & terminating XLPE armoured cable aluminium conductor with continuous 5.48 sq. mm. (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/A3½ core 50 sq. mm.

LT Cables-Supplying, erecting & terminating XLPE armoured cable aluminium conductor with continuous 5.48 sq. mm. (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/A4 core 10 sq.mm

LT Cables-Supplying, erecting & terminating XLPE armoured cable aluminium conductor with continuous 5.48 sq. mm. (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/A4 core 16 sq.mm

HT Cables-Supplying , erecting & terminating aluminium XLPE armoured cable on wall/ceiling or laid in provided trench / pipe in an approved manner as per specification no. CB-HT 3 x 120 sq. mm. 11 kv

HT Cables-Supplying , erecting & terminating aluminium XLPE armoured cable on wall/ceiling or laid in provided trench / pipe in an approved manner as per specification no. CB-HT 3 x 95 sq. mm. 22 kv

Cable Joints&End Termination LT Cables-Providing & erecting epoxy straight through joint outdoor/indoor for LT XLPE armoured cable, with necessary material as per specification no.CB-JT/LT 25 to 50 sq.mm.

Cable Joints&End Termination LT Cables-Providing & erecting epoxy straight through joint outdoor/indoor for LT XLPE armoured cable, with necessary material as per specification no.CB-JT/LT 70 to 95 sq.mm.

Cable Joints&End Termination HT Cables-Providing and erecting Heat shrinkable straight through joint kit for XLPE HT cable . with necessary material as per specification no. CBJT/HT 3x up to 95 sq.mm/11 kV ( E )

Cable Joints&End Termination HT Cables-Providing and erecting Heat shrinkable straight through joint kit for XLPE HT cable . with necessary material as per specification no. CBJT/HT-3x120 to 185 sq.mm/11 kV ( E )

Cable Joints&End Termination HT Cables-Providing and erecting Heat shrinkable straight through joint kit for XLPE HT cable . with necessary material as per specification no. CBJT/HT-3x up to 95 sq.mm/11 kV ( UE )/22 KV (E)

Cable Joints&End Termination HT Cables-Providing and erecting Heat shrinkable straight through joint kit for XLPE HT cable . with necessary material as per specification no. CBJT/HT-3x120 to 185 sq.mm/11 kV ( UE )/22 KV €

Road Barricade Perforated fench (2000 x 1000 x 40 mm )

Systematically removing sewer system chokup -Cirular (540mm)

Systematically removing sewer system chokup -Rectangular (90 X 45cm)

Systematically removing sewer system chokup -Rectangular (60 X 45cm)

Providing and fixing in position steel fibre reinforced concrete (S.F.R.C) frames and covers Rectangular (60 x 45cm )

Providing and fixing in position steel fibre reinforced concrete (S.F.R.C) frames and covers -Rectangular (90 x 45cm )

Providing and fixing in position steel fibre reinforced concrete (S.F.R.C) frames and covers -circular (540 mm)

providing and fixing Ductile iron Man Hole Covers/ Strom Water Grating and Grating with frame of Various sizes, weight and types and load bearing capacity as per EN-124, equivalent NECO with prior approval of concerned Superitending Engineer.

Dismantling the brick masonry in lime or cement mortar and stacking the materials etc. as directed and stacking them within the specified lead as directed etc. complete.

jha p and compony