Shifting of Water Supply Pipe Line House Connections Rasing of Manhole Sewer House Connecting Chamber and Shifting of Sewer House Connections at Jamunahiya to GD Binnani Degree college Marg Under Road Widening PWD Deposite Programme

Sewer work

Supply, carting and laying & Jointing of 160mm HDPE Pipe PN-8 class, PE-100 with required specials/ bends/ coupler etc. in true alignment and gradient as confiMtring to relevant I.S. 14333/1996 Standards, at required depth for making connection of Sewer House Connecting Chamber to Manhole , Including grouting with P.C.C. in both side of chamber, Including dismantling and reinstatement of ramp/ drain/ road for the same above, Including excavation in mix soil,local sand bedding,pits trimming, dressing, levelling, refilling of trench in 20 cm layers, watering, ramming the same including disposal of the surplus earth or other dismantled material upto a distance of 5KM from the centre of the trenches. Including Reinstatement of road dismantled for the work as per the specifications of P.W.D. For All types of Roads-

Supply, carting and laying & Jointing of150mm A.C.(Mazza) class 02 pipe with required specials/bends/coupler etc. in true alignment and gradient as confirming to relevant I.S. Standards, at required depth for making connection of Sewer House Connecting Chamber to Manhole , Including grouting with P.C.C. in both side of chamber, Including dismantling and reinstatement of ramp/drain/road for the same above, Including excavation in mix soil,pits trimming, dressing, granullar bedding,levelling, refilling of trench in 20 cm layers, watering, ramming the same including disposal of the surplus earth or other dismantled material upto a distance of 5KM from the centre of the trenches. Including Reinstatement of road dismantled for the work as per the specifications of P.W.D. For All types of Roads-

Supply , carting and laying & Jointing of 120mm(OD) SN-8 DWC HDPE pipe with required specials/bends/coupler etc. in true alignment and gradient as confirming to relevant I.S. Standards, at 50-60 cm depth for tapping Grey water from household's outlet to Interconnecting chamber and interconnecting chamber to house connecting chamber, Including dismantling and reinstatement of all type road, floor, ramp/drain for the same above, Including excavation in mix soil,local sand bedding,pits trimming, dressing, levelling, refilling of trench in 20 cm layers, watering, ramming the same including disposal of the surplus earth or other dismantled material upto a distance of 50 metre from the centre of the trenches.

Construction of Sewer House Connecting chamber of size 0.60mx0.60mx0.90m depth for making two sewer connection from one chamber as per Type design & drawing, including dismantling of road pavement, excavation of pit (1.5x01.5x1.10) in mix soil, refilling of earth, watering and ramming the same, disposal of surplus earth or other dismantled material upto a distance of 50 m, Including P.C.C , Brickwork, Plastering as per Type design and instruction of Engineer-in-charge. Supply and fixing of Extra Heavy Duty Grade-35, Rectangular (600x600 mm) SFRC Frame & Cover as per I.S.-12592(Part-I & II) .Including Reinstatement of road dismantled for the work as per the specifications of P.W.D. For All types of Roads-

Construction of Sewer Interconnecting chamber of size 0.30mx0.30mx0.50m depth to intercept the waste- water from household including dismantling of road pavement,excavation of pit (0.9x0.9x0.60) in mix soil, refilling of earth, watering and ramming the same, disposal of surplus earth or other dismantled material upto a distance of 50 m, Including P.C.C , Brickwork, Plastering as per Type design and instruction of Engineer-in-charge. Supply and fixing of Extra Heavy Duty Grade-35, Rectangular (300x300 mm) R.C.C. cover with M.S. Frame.Including Reinstatement of road dismantled for the work as per the specifications of P.W.D. For All types of Roads-

For Raising of existing sewer Manhole chamber (up to 75cm depth) like brick/ Precast,with Bricks Masonary wall 23cm th. 1:4 cement:coarse sand,/Precast/ M-30 Grade concrete, 75mm cc base on frame with extra heavy duty Grade-35 Frame with cover,both side plastering (1:3), repairing &cleaning of manhole chamber,Finding,Dismentling and Restoration/Grouting (2.0m Dia.), All materials,Labours,T&P etc. as per direction of engineer in charge.

For Raising of existing sewer House connecting chamber (up to 75cm depth) like brick/ Precast,with Bricks Masonary wall 23cm th. 1:4 cement:coarse sand,/Precast/ M-30 Grade concrete, 75mm cc base on frame with extra heavy duty Grade-35 Frame with cover,both side plastering (1:3),repairing & cleaning of Existing chamber,Finding,Dismentling and Restoration/Grouting (1.2m Dia.), All materials,Labours,T&P etc. as per direction of engineer in charge.

Earth work in soil, In Moorum /Kankar / Shingle, In Soft/Medium rock. Etc. loam, clay or sand with lift upto 1.50M and lead upto 200m, barricading, Refilling the soil as required, incluidng depositing in layers not exceeding 150 mm, watering and compaction to 95% of the Standard proctor density, level dressing, including supply of all lebour, T&P etc. required for completion of the work. Ramming of excavated earth into the trenches and disposal of surplus earth upto 8KM. and within 48 hours, restoration of damaged overhead & underground utility (such as electricity cable/pole, phone cable, network cable, water pipe/ connection, sewer pipe /connection, drain pipe/connection, brick /rcc drain etc.) .The trenches shall be properly barricaded and fenced off wherever necessary. RED FLAGS AND CAUTION BOARDS during day and red lights during night shall be displayed so as to avoid any accidents.. its includes provision of making of alignment on city roads, making trial pits to investigated location of various under ground services like telephone cables, electric cable, existing pipe lines and sewer line etc. arrangements for diversion of traffic and associated marks etc & shoring,timbering etc. with supply of all necessary equipments, materials, labour and T&P etc. complete required for completion of work.

Providing and conveying to site AC pipes (class-3) conforming to IS Code of following class and diameter as per IS: 6908:1991 (Amended up to date) including all taxes (Central and Local) with Rubber ring for sewer lines , including cost of Rubber rings, labour required, transportation, loading, unloading & stacking etc taxes and duties, third party inspection charges , packing and forwarding charges , transit insurance charges (including cost of laying,carting, granual bedding as per CPHEEO manuals,, jointing, testing and commissioning). The pipe shall be ISI marked.

200 mm AC MAZZA

250 mm AC MAZZA

Dismantling of the following type of road surface with old and new materials including supply of all materials labour T&P etc. required for proper completion of the work as per instructions of Engineer ‐in ‐charge.

B.O.E. surface

Bituminous surface

Interlocking Road

C.C. Road

Reinstatement of following type of roads dismantled during laying of pipe line including supply of all materials, disposal of unserviciale materials up to distance of 8KM, labour and T & P etc. required for proper completion of the work. As per PWD / UPJN SPECIFICATION

Bituminous surface (20cm sand, 20cm GSB, 20cm WMM, 5 cm to 8 cm DBM, 3cm to 4 cm B.C.) payment made upto WMM- 50%, DBM- 30% and BC with testing in NABL aprooved lab/PWD- 20%

BOE Road (15 Cm. sand with first class brick 50% New and 50% Old)

C.C. Road in M25 grade, minimum thickness 15cm on 20cm th. sand & 15 .cm th. PCC (M15) filling base & 10 cm GSB

zig-zag colour Interlocking Road (New Interlocking bricks M-30 grade, 80 mm thick on 20cm local sand & 10cm TH. PCC 1:6:12). Incl. Entire surface Spreading 3 cm local sand for paste of brick & joint filling

Interlocking Road (existing usable Interlocking bricks M-30 grade, on 20cm local sand & 10cm TH. PCC 1:6:12 ). Incl. Entire surface Spreading 3 cm local sand for paste of brick & joint filling

Providing and laying of GSB for reinstatement of earthen road (Shoulder) including dust spreading, dressing, watering, ramming etc. complete.

Local Sand filling in trench including watering,ramming consolidation and dressing complete including supply,carriage,royalty,labour etc. complete

For Raising of existing sewer Inter connecting chamber (up to 75cm depth) like brick/ Precast,with Bricks Masonary wall 23cm th. 1:4 cement:coarse sand,/Precast/ M-30 Grade concrete, 75mm cc base on frame with extra heavy duty Grade-35 Frame with cover,both side plastering (1:3),repairing & cleaning of Existing chamber,Finding,Dismentling and Restoration/Grouting (1.2m Dia.), All materials,Labours,T&P etc. as per direction of engineer in charge.

MANHOLES

Construction of brick masonry manhole in Sewer brick confirming to I.S.-4885 (1988) specifications of following types and sizes in cement mortar 1:4, P.C.C. top slab with 1:2:4, foundation concrete 1:2:4, inside & outside plastering 12mm thick with cement mortar 1:3 finished with floating coat of neat cement and making channels in cement concrete with 1:2:4, finished with floating coat of net cement complete with including CI steps (PVC encapsulated) staggered at 0.3 m interval, RCC arch above pipe including excavation,dismentale & restoration of dismentale road, reinforcement and form work, 2.0 m dia. CC APRON, SFRC Extra heavy duty frame and cover grade -35 as per standard design and drawing. as per CPHEEO manuals / IS code.

A-Type Manhole 900 mm Dia depth 0.0 m to 1.65m

B-Type Manhole 1200 mm Dia depth 1.66 m to 3.00 m

C-Type Manhole 1500 mm Dia depth 3.01 to 4.5 m

Cement concrete with 20 mm gauge approved stone ballast, coarse sand and cement in the proportion of 3:1.5:1 including supply of all materials, labour, T&P etc. required for proper completion of the work.

1st class brick-work in 1:4 cement and coarse sand mortar in foundation & plinth including supply of all materials, labour, T&P etc. required for proper completion of the work.

12mm thick plaster with cement mortar in proportion (1:2) cement & coarse sand over brick-work minimum thickness not to be less than 10mm, including supply of all materials, labour and T&P etc. required for proper completion of work.

Water Line Distribution System

Supply of the following HDPE Pipe(PN6)s as per I.S. code no. 4984/2016 or its latest amendment including cost of HDPE coupler (PN10)per pipe length and inclusive of all taxes and duties, 3rd party inspection charges, packing and forwarding charges, trasnit insurance charges, road transportation charges etc. F.O.R. destination etc. complete with loading, unloading and Carting up to site of work, also including specials (PN-10) for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including Hydro testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches).all complete as per instructions of Engineer ‐in ‐ charge incl. Investigation,survey, drawing / design as per CPHEEO MANUALS LATEST AMENDMENTD .NOTE:jointing materials between HDPE PIPES and specials (PN-10) shall be done as per the latest is:7634 part II .Only Bar coded electro fusion machine (Automatically Readable ) that can read the bar code of the fitting automatically shall be used for jointing all materials ans specials of following size.Be ( 3rd party materials Pre & post delievery testing charges inclusive)

90 mm dia HDPE Pipe PN‐6: Class PE‐100

110 mm dia HDPE Pipe PN‐6: Class PE‐100

140 mm dia HDPE Pipe PN‐6: Class PE‐100

160 mm dia HDPE Pipe PN‐6: Class PE‐100

Supply of following sizes (D.I. K-7) pipes for distribution system conforming to latest/relevant I.S. 8329/2000 Specifications with all jointing materials such as specials conforming to latest /relevant I.S. specifications, suitable for D.I pipes, as per IS‐1239 /2000 and IS 8329/2000 or their latest amendment including F.O.R. destination and all taxes and insurance etc. with loading, unloading and Carting up to site of work, also including specials & 10 mm thick coated MS/CI fabrication works & sbr rubber gasket for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including Hydro testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches).all complete after successfully flow test as per instructions of Engineer ‐in ‐ charge including Supply and Fixing of specials etc complete incl. Investigation,survey, drawing / design as per CPHEEO MANUALS latest amendments.(3rd party materials Pre & post delievery testing charges inclusive)

200 mm dia K7

250 mm dia K7

300 mm dia K7

350 mm dia K7

400 mm dia K7

Earth work in soil, In Moorum /Kankar / Shingle, In Soft/Medium rock. Etc. loam, clay or sand with lift upto 1.50M and lead upto 200m, barricading, Refilling the soil as required, incluidng depositing in layers not exceeding 150 mm, watering and compaction to 95% of the Standard proctor density, level dressing, including supply of all lebour, T&P etc. required for completion of the work. Ramming of excavated earth into the trenches and disposal of surplus earth upto 8KM. and wihin 48 hours, restoration of damaged overhead & underground utility (such as electricity cable/pole, phone cable, network cable, water pipe/ connection, sewer pipe /connection, drain pipe/connection, brick /rcc drain etc.) .The trenches shall be properly barricaded and fenced off wherever necessary. RED FLAGS AND CAUTION BOARDS during day and red lights during night shall be displayed so as to avoid any accidents.. its includes provision of making of alignment on city roads, making trial pits to investigated location of various under ground services like telephone cables, electric cable, existing pipe lines and sewer line etc. arrangements for diversion of traffic and associated marks etc. with supply of all necessary equipments, materials, labour and T&P etc. complete required for completion of work.

Supply and carting, installation, joitnting, fixing & testing of following size sluice valve make DI DF Non Rising Cost iron Sluice valve as per IS 14846 : 2000, PN 16 including fitting & jointing materials incl.all taxes & insurance etc as per Engineer in charge. ( post & pre delievry 3rd party testing charges inclusive.)

Scour Valve - 100 mm dia

Air valve - 25 mm dia

Fire Hydrant - 100 mm dia.

Supply of all labour, materials, T&P etc. all complete and construction of following valve chambers as per type design with MS manhole frame with cover extra heavy duty -35 as per IS code

Sluice Valve (surface box type)

Sluice/ wheel Valve (Masonary type)

Air valve chambers

Fire hydrant chambers

Provision for NALLA/CULVERT/ DRAIN/ Road Crossing(through trenchless technology) from 200mm to 350mm DIA PIPE CROSSING including all material, complete work, With concreting casing M25 grade & required RCC thrust block ,using DI K-9 Pipe/ 10 mm th. ISI mark MS PIPE (750 microne th. either side coating inner side food grade coating & outer side anti corrosive bituminous epoxy). With MS fabrication & DI SPECIALS.

Provision for ROAD CROSSING including all material, dismentalling & restoration of pit (all surfaces), Shifting of required utilities, complete work.with ALL DIA. HDPE Pipe (PN-10, PE 100) with specials. through trenchless method.(Inclusive all required NOC CHARGES/ PERMISSION CHARGES / security charges from concerned deptt.)

Dismantling of the following type of road surface with old and new materials including supply of all materials labour T&P etc. required for proper completion of the work as per instructions of Engineer ‐in ‐charge.

B.O.E. surface

Bituminous surface

Interlocking Road

C.C. Road

Reinstatement of following type of roads dismantled during laying of pipe line including supply of all materials, disposal of unserviciale materials up to distance of 8KM, labour and T & P etc. required for proper completion of the work. As per PWD / UPJN SPECIFICATION

Bituminous surface (20cm sand, 20cm GSB, 20cm WMM, 5 cm to 8 cm DBM, 3cm to 4 cm B.C.) payment made upto WMM- 50%, DBM- 30% and BC with testing in NABL aprooved lab/PWD- 20%

BOE Road (15 Cm. sand with first class brick 50% New and 50% Old)

C.C. Road in M25 grade, minimum thickness 15cm on 20cm th. sand & 15 .cm th. PCC (M15) filling base & 10 cm GSB

zig-zag colour Interlocking Road (New Interlocking bricks M-30 grade, 80 mm thick on 20cm local sand & 10cm TH. PCC 1:6:12). Incl. Entire surface Spreading 3 cm local sand for paste of brick & joint filling

Interlocking Road (existing usable Interlocking bricks M-30 grade, on 20cm local sand & 10cm TH. PCC 1:6:12 ). Incl. Entire surface Spreading 3 cm local sand for paste of brick & joint filling

Providing and laying of GSB for reinstatement of earthen road (Shoulder) including dust spreading, dressing, watering, ramming etc. complete.

Making House Connection should be done from distribution pipe line to outer wall of house or 2.0 m inside the boundary wall with provision of tap including supply of 12 m HDPE Pipe(is code 4984 with latest amendments) 20mm dia, PN- 12.5, PE-100, SDR-11 (0.6m depth below ground level), and 4.0m 15mm dia (ID) G.I. Pipe, Class-B and keeping the ISI MARK G.I. pipe atleast 1.0m in height above the G.L. as per department type design and Drawing including supply of specials, saddle, clamps etc. of suitable size, ISI mark 6mm BRASS FERRULE conforming to latest/relevant I.S. 2692/1989 or their latest amendments, ISI MARK PVC BIBCOCK Tap, all Materials, labours, T&P etc. complete, Dismentelling of all type of road surface, breaking of all type of floor, wall, and disposal of unserviceable materials up to 8km. Excavation pit/trench, cutting of pipe, Bailing out of water, carting and lowering them unto the already prepared trenches, fixing in position of wall through MS clamp, and jointing them with pipelines and testing etc, Grounting by CC 150mm x 150mm x 150mm size in M20, Restoration of pit, trench/Road (as site condition NON PAVED, BOE, CC, INTERLOCKING BRICKS, Bituminous road, RAMP, DRAIN, WALL, FLOOR etc.) as per PWD/UPJN SPECIFICATION and 3 nos GPS location colour photographs submitted after completion of work. As per Instruction of Engineer in charge as per drawing. . Note- only ELECTRO FUSSION JOINTS of HDPE PIPES with other using hdpe connection materials.

Excavation and supply,laying,carting, jointing, specials, testing and commissioning 20mm HDPE pipe PN- 12.5, PE-100, SDR-11 including Dismentelling of all type of road surface, breaking of all type of floor, wall, and disposal of unserviceable materials up to 8km. Excavation pit/trench, cutting of pipe, Bailing out of water, carting and lowering them unto the already prepared trenches, fixing in position of wall through MS clamp, and jointing them with pipelines and testing etc, Restoration of pit, trench/Road (as site condition NON PAVED, BOE, CC, INTERLOCKING BRICKS, Bituminous road, RAMP, DRAIN, WALL, FLOOR etc.) as per PWD/UPJN SPECIFICATION. Note- only ELECTRO FUSSION JOINTS of HDPE PIPES with other using hdpe connection materials.

supply,excavation,laying,fixing and jointing,specialsGI union,GI U hook,GI NEPPLE, fixing with clamp 15mm (ID) G.I. medium class

ISI MARK PVC BIBCOCK TAP

3 nos gps using colour photographs

Repair of leekage/ Breakage in following size of HDPE pipe & DI PIPE -supply, of pipe, fiitings cutting of pipe as per requirements,inserting specials of pipeline,jointing through electrofussion method of HDPE pipe, MS fabrication, specials, excavation ,backfilling of trench / pit, dismentalling & restoration of trench/ pit (all types of roads) , bailing out of water , testing of pipelines, all labours and T& P etc.

90 mm dia HDPE Pipe PN‐6: Class PE‐100

110 mm dia HDPE Pipe PN‐6: Class PE‐100

140 mm dia HDPE Pipe PN‐6: Class PE‐100

160 mm dia HDPE Pipe PN‐6: Class PE‐100

200 mm dia K7

250 mm dia K7

300 mm dia K7

350 mm dia K7

400 mm dia K7

Interconnection of differenent size of HDPE pipe incl. dismenteling , restoration ,excavation & backfilling of trenches, jointing through electrofussion method,cutting of pipe as per requirements,bailing out of water inserting specials of pipeline etc. and including supply of materials(with jointing materials) labour T & P etc. required for proper completion of work

Interconnection of differenent size of DI pipe incl. dismenteling , restoration ,excavation & backfilling of trenches, cutting of pipe as per requirements,bailing out of water,inserting specials of pipeline etc. and including supply of materials, specials(Tee,reducer ,Telpiece, bend ,DJOINT, M JOINT etc.), MS fabrication, labour T & P etc. required for proper completion of work

Local Sand filling in trench including watering,ramming consolidation and dressing complete including supply,carriage,royalty,labour etc. complete

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