DWSD/SAHIBGANJ-03/2024-25

Amount

BARHET ZONE

Distribution Main

Details survey along alingment of pipe line soil, testing, site clearing strip level and drawing"L" section showing specials air valve scour valve, sluice vlve and the design of pipe line verified and getting approval of department and doingin the following work done.

Supplying centrifugally cast (Spun) duclite iron for water with socket and spigot enda to IS 8329/2000 or IS 2531/1998 in standard lengths of class K-7 suitable or push o joint (rubber gaskwet joiting) with cement mortar lining for inside surface and outside Zinc caoling wth bituminous paint including all other taxes, insurance, carriage to wor site with loading, unloading etc. stacking including inspection charges of DGS&D/SGS and sales tax (except excise duty), inccluding lowering, laying and joting with rubber gaskets, rrubber gaskets conforming to IS 538-200 (latest amendments) suitable for D.I pipes of various classes with D.I. specials of dollowing diameter in proper position, grade and alignment including cost of joiting materials and rubber rings including conveyance of materials and equipment to wrk site. dewatering, disnfactinfg of pipes, testing of aid pipes on full load, all complete as per specification and direction of E/I.

Laying DI K-7 pipes

100 mm dia

150 mm dia

200 mm dia

Testing DI K-7 pipes

100 mm dia

150 mm dia

200 mm dia

250 mm dia

300 mm dia

400 mm dia

Providing and supplying D.I. Specials of class K-12 like branch, bends and tapersfor water supply works suitable or push on jointing ( rubber gasket jointing) confrming to IS 9523 with cement mortar lining for inside surface and outside Zinc coaling with Bituminous paint including all other taxes, insurance, carriage to work site with loading, unloading etc. stacking including inspection charge of DGS&D/SGS/RITES and sales tax all complete up to 600mm dia

Providing erecting, connecting, laying and jointing ISI marked double flanged sluice vlave/ scour valve with jointing to pipe work (icluding all hard ware and packing) water works qualty hving non rising spindle with hand hweel and stainless steel spindle and caps as per requirement including C.C. joundation/structural stee support confrming to IS 780 and IS: 2906/14846 (embossed on the body of SV) including all taxes, insurance, third party inspection charge, loading, unloading, transportation up to site etc. including a pair or tall piece complete, as per specification and directin of E/I.

Erecting of Sluice Valve

100 mm dia

150 mm dia

200 mm dia

400 mm dia

Testing of Sluice Valve

100 mm dia

150 mm dia

200 mm dia

250 mm dia

300 mm dia

400 mm dia

Providing ans supplying laying and fixing in position doubleoriline types air valveISper IS 10845/14845-2000 specificatuion conmbind with screw down isolated valve mall oriice elastic ball resting on a drifice nipple large orifice vulcanite ball on moulded seat ring, inlet face and drilled, including all taxes( Central and local) insurance third party inspection charge, loading, unloading, transpotation up to departmental stores/ site etc. all coplete as per specification and direction of E/I.

Erecting of Air Valve

50 mm dia

80 mm dia

150 mm dia

Supplying, all labours, tools and equipments for cutting the PCC road and recasting the same after the same after laying the pipe line as per specification and direction of E/I

Earth work in excavation of soil (As per IS 3114/1965) for laying of different types and sizes of DI K7 pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth witthin initial lead of 50M and lift 1.50M and as per speciication and direction of E/I.

0 to 1.5 m depth

Earth work in back filling the trenches after laying different types and size of pipes with earth, removed during excavation within inital lad and lift as per specification and direction of E/I.

Labour charge for one time cutting of D.I pipe and specials includingg supplying necessasry tools and plants, chipping or filling thee surface finish as per specification and direction of E/I.

100 mm dia

150 mm dia

200 mm dia

Supplying all materials, labours, tools for constructing Brick masonary valve chambers as per standard approved design and drawing with precast RCC slabs to cover the chamber including earth work in all kinds of soils, P.C.C. Plaster work, etc. All complete as per directions of E/I. inccluding all carriage, loading, unloading and stacking of construction materials with all duties, taxes and cess, (RCC chamber is to be constructed along main road where heavy vehicle is running and Brick masonary chamber in street road).

Valve chamber

S.V. - 0.9 X 1.2 X 1.5 M

Distribution pipe carriage

House Connection -2126 Nos.

Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil Item-A) and disposal of excavated earth as obtained to a distance up to 50 M- Including all lifts, leveling ramming the foundation trenches, removing roots of trees, shards all complete as per approved design, building specification and direction of E/I

Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, Labour, royalty and taxes all complete as per building specification and direction of E/I

Providing P.C.C. M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm is graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, string, curing, taxes and royalty all complete as per building specification and direction of E/I.

Providing Centring and Shuttering etc.

Earth work in beak filling the trenches fatter laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction E/I.

Providing 12mm, cement plaster (1:3) with clean coarse sand of F-M 1-5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction E/I-

Providing and Supplying Blue MDPE pipes conforming to ISO 4427:1996 manufactured from virgin resin PE 80 Food grade compounded Raw Material having Blue Color only assurance certificate from quality agencies like WRC / CIPET (India) / DVGM/ KIWA / SPGN etc. for usage in Drinking Water with quality system The cost shall include testing of all materials, all taxes Central, Sate , Municipal, Inspection charges, transportation up to site, transit insurance, loading, as specified and directed. Unloading, stacking etc. complete as specified and directed.

20 mm dia

Providing and supplying G.I. pipes(Tata and equivalent make) for usage in drinking water with quality system. The cost shall include testing of all materials all taxes central ,state ,transitinsurance,loading,unloading,staking etc. all complete as per specified and directed.

15 mm dia

Lowering ,Laying and jointing HDPE Double Wall Corrugated Pipes for non pressure Underground drainage and Sewerage applications and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour material except O ring coupler giving satisfactory hydraulic testing as per relevant ISO etc. complete.

20 mm dia

Supplying labor and tools for fixing G.I. pipes with red lead and yarn of following nominal bore with screwed and coquetted joints on wall, calling and floor including supplying and fitting of wall hooks or pipe clamps, wo-iDen plugs, cutting pipe to size and threading ends if required etc. all complete as per specification and direction of engineer in charge

15 mm dia

Supplying and fixing of G.M. Ferrule of approved make in existing C.I. Main including drilling and taping C.I. main all complete as per specification and direction E/I.

1.3mm, 6mm and 10mm ferrule weight not less425 Gms.

Providing and fixing Gun metal full way valve of approved quality all complete, as per specification and direction of E/I.

b)20mm dia and weight not less than 400 Gms.

Providing and fixing 15mm dia male ended C.I. b-iDy brass spindle valve and seat bib clock of approved quality (wt.- Not less than 400Gms. ) With extra socket all complete as per specification and direction E/I.

15 mm dia

Supplying and fixing G.I. fittings of approved make all complete as per specification and direction E/I.

20 mm dia Elbow

15 mm dia Elbow

20 mm dia Reducing Socket

20 mm dia Nipple

15 mm dia Nipple

20 mm dia Union Socket

15 mm dia Socket

20 mm dia Socket

Carriage of materials

i) Sand - 10 Km lead

ii) Stone Chips - 20 Km lead

iii) Cement - 15 Km lead

05 Years Operation & Maintenance

Operation and Maintenance for 1st Year

Operation and Maintenance for 2nd Year

Operation and Maintenance for 3rd Year

Operation and Maintenance for 4th Year

Operation and Maintenance for 5th Year

RAJMAHAL

Raw/Clear Water Rising Main (K-9)

Detailed logitudinal survey along alignment of pipe line, investigation, soil testing, side cleaning, strip leveeling and drawing "L" section showing specials like air valve, acour valve, sluice vvalve and getting the design of pipe line verified and getting apprroval of department and doing the following work done.

Supplying centerifugally cast (spun) Ductile iron pressure pipes for water with socket and apigot ends conforming to IS 8329/2000 or IS 2531/1998 in standard lengths of class K9 sutable for push on joint (Rubber gasket jointing) with cement mortar lining for inside surface and outside Zinc coaling with bituminous paint including all other taxes, insurance, carriage to work site with loading, unloading etc. stacking including inspection charge etc. DGS&D/SGS and sales tax (except excise duty, including, lowering, laying and jointing with rubber gaskets, rubber gaskets conforming to IS 538-200 ( latest amendments) ssuitable for DI pipes of various classes with D.I. specials of following diamenter in proper position, grade and akigment incudng cost of jointting materials and rubber rings including conveyance off materials ad equpment to wrk site, dewatering, disiintcting of pipes, testing of laid pipes on full load, al complete as per specification and direction of E/I.

Supplying of DI pipes

150 mm dia K-9

Laying of DIK-9 Pipes

150 mm dia K-9

250 mm dia K-9

Testing of DIK-9 Pipes

150 mm dia K-9

200 mm dia K-9

250 mm dia K-9

Providing and supplying D.I specials of class K-12 like branch, bends and tapers and water supply works suitable for push on joiting (Rubber gasket joiting) conforming to IS 9523 wth cemet mortar lining for inside surface and on side Zinc coating with bituninous paint including othe taxes, insurance, arriage to work site with loading, unloading etc. stacking includng inspection charges of DGS&SGS and sales tax all complete as per specification and direction of E/I.

Providing & erecting double flanged sluice valve/scour valve with joiting to pipe work (including ware and packing) water works quality non rising spindale with hand wheel ad stainless steel spindle and caps as per requirement C.C. Loundation/ structural steel suppling florring to IS 780 and IS- 2906 (embosed body of SV) including all taxes, inspection charges, lading, unloading portion up tto site etc. including a pair of all piece complete as per specifiction and direction of E/I.

Erecting of Sluice/Scoure valve

100 mm dia

150 mm dia

Testing of Sluice/Scoure valve

100 mm dia

150 mm dia

250 mm dia

Erecting Air Valve

Supplying, all labours, tools and equipments for cutting the PCC road and recasting the same after the same after laying the pipe line as per specification and direction of E/I.

taking pcc thickness .15M

Earth work in excavation of soil (As per IS 3114/1965) for laying of different types and sizes of DI K7 pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth witthin initial lead of 50M and lift 1.50M and as per speciication and direction of E/I.

0 to 1.5 m depth

Earth work in excavation of Rock (As per IS 3114/1965) for layingof different sizes of DI K7 pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead of 50M and inital lift of 1.50M and all complete as per specification and direction of E/I.

0 to 1.5 m depth

Earth work in back filling the trenches after laying different types and size of pipes with earth, removed during excavation within inital lad and lift as per specification and direction of E/I.

Labour charge for one cutting of any type of pipe and specials including supplying necessary tools and platns, chipping or filling the surface finish as per specification and direction of E/I.

150 mm dia K-9

250 mm dia K-9

Supplying of materials, labours, tools for construction RCC/Brick masonry valve chambers as per standard pproved design and drawing with pre cast RCC stabs to cover te chamber including earth work in all kinds of soils P.C.C. Plaster work, etc. All complete as per direction of E/I. including all carriage , loading unloading and stcking of construction materials with all dulies, taxes and cess (RCC chamber is to be construc tin along main road where heavy vehicle is running and brick masonary chamber in street road).

Internal dimensions of valve chamber

Brick Masonary

S.V.-1.2 X 1.5 X 1.9 M

A V-0.9 X 1.2 X 1.5 M

Distribution Main

Details survey along alingment of pipe line soil, testing, site clearing strip level and drawing"L" section showing specials air valve scour valve, sluice vlve and the design of pipe line verified and getting approval of department and doingin the following work done.

Supplying centrifugally cast (Spun) duclite iron for water with socket and spigot enda to IS 8329/2000 or IS 2531/1998 in standard lengths of class K-7 suitable or push o joint (rubber gaskwet joiting) with cement mortar lining for inside surface and outside Zinc caoling wth bituminous paint including all other taxes, insurance, carriage to wor site with loading, unloading etc. stacking including inspection charges of DGS&D/SGS and sales tax (except excise duty), inccluding lowering, laying and joting with rubber gaskets, rrubber gaskets conforming to IS 538-200 (latest amendments) suitable for D.I pipes of various classes with D.I. specials of dollowing diameter in proper position, grade and alignment including cost of joiting materials and rubber rings including conveyance of materials and equipment to wrk site. dewatering, disnfactinfg of pipes, testing of aid pipes on full load, all complete as per specification and direction of E/I.

Supplying of DI k-7 pipes

200 mm dia

250 mm dia

300 mm dia

Laying of DI K-7 Pipes

100 mm dia

150 mm dia

200 mm dia

250 mm dia

300 mm dia

Testing of DI K-7 Pipes

100 mm dia

150 mm dia

200 mm dia

250 mm dia

300 mm dia

Providing and supplying D.I. Specials of class K-12 like branch, bends and tapersfor water supply works suitable or push on jointing ( rubber gasket jointing) confrming to IS 9523 with cement mortar lining for inside surface and outside Zinc coaling with Bituminous paint including all other taxes, insurance, carriage to work site with loading, unloading etc. stacking including inspection charge of DGS&D/SGS/RITES and sales tax all complete up to 600mm dia

Providing erecting, connecting, laying and jointing ISI marked double flanged sluice vlave/ scour valve with jointing to pipe work (icluding all hard ware and packing) water works qualty hving non rising spindle with hand hweel and stainless steel spindle and caps as per requirement including C.C. joundation/structural stee support confrming to IS 780 and IS: 2906/14846 (embossed on the body of SV) including all taxes, insurance, third party inspection charge, loading, unloading, transportation up to site etc. including a pair or tall piece complete, as per specification and directin of E/I.

Erecting of Sluice Valve

100 mm dia

150 mm dia

200 mm dia

250 mm dia

300 mm dia

Testing of Sluice Valve

100 mm dia

150 mm dia

200 mm dia

250 mm dia

300 mm dia

Providing ans supplying laying and fixing in position doubleoriline types air valveISper IS 10845/14845-2000 specificatuion conmbind with screw down isolated valve mall oriice elastic ball resting on a drifice nipple large orifice vulcanite ball on moulded seat ring, inlet face and drilled, including all taxes( Central and local) insurance third party inspection charge, loading, unloading, transpotation up to departmental stores/ site etc. all coplete as per specification and direction of E/I.

Erecting Air Valve

50 mm dia

80 mm dia

100 mm dia

150 mm dia

Supplying, all labours, tools and equipments for cutting the PCC road and recasting the same after the same after laying the pipe line as per specification and direction of E/I.

Earth work in excavation of soil (As per IS 3114/1965) for laying of different types and sizes of DI K7 pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth witthin initial lead of 50M and lift 1.50M and as per speciication and direction of E/I.

0 to 1.5 m depth

Earth work in excavation of Rock (As per IS 3114/1965) for layingof different sizes of DI K7 pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead of 50M and inital lift of 1.50M and all complete as per specification and direction of E/I.

0 to 1.5 m depth

Earth work in back filling the trenches after laying different types and size of pipes with earth, removed during excavation within inital lad and lift as per specification and direction of E/I.

Transporting surplus earth over the initial lead of 5 km from road margins to the dumping places, as directed by E/I. Inccluding transpotations, loading charges, unloading chargs, depositig earth, levelling, , soctioning and consolidating etc,all complete.

Labour charge for one cutting of any type of pipe and specials including supplying necessary tools and platns, chipping or filling the surface finish as per specification and direction of E/I.

100 mm dia

150 mm dia

200 mm dia

250 mm dia

300 mm dia

Supplying all materials, labours, tools for constructing Brick masonary valve chambers as per standard approved design and drawing with precast RCC slabs to cover the chamber including earth work in all kinds of soils, P.C.C. Plaster work, etc. All complete as per directions of E/I. inccluding all carriage, loading, unloading and stacking of construction materials with all duties, taxes and cess, (RCC chamber is to be constructed along main road where heavy vehicle is running and Brick masonary chamber in street road).

Valve chamber

S.V. - 0.9 x 1.2 x 1.5 M

Brick Masonary CM 1:6

S.V. - 0.9 x 1.2 x 1.5 M

ELEVATED SERVICE RESERVOIR

Dnsigning (aesthetically) and constructing RCC elevated service reservoirs of following capacity with R.C.C. Staging after testing the soil bearing capacity by roputed firm or insfilution consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters centre to centre for ESR having capacity 500 M³ and not more than 6 M centre to centre for ESR having capacity above 500 M³ including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refillingg disposing of the surplus stuff within a lead of 50 eters, all labour and material charges including lowering, laying erecting, hoisting and jointing of pipe assembly of inlet, outlet washed, overflow and by pass arrangments as per design.

2.05 Lacs litres capacity RCC elevated water tower with 12 metre staging, at Kasba.

1.15 Lacs litres capacity RCC elevated water tower with 12 metre staging, at Sobhapur.

Rising Main pipe carriage

Distribution pipe carriage

National Highway crossing

Manufacturing, providing and supplying spirally welded / ERW/ SAW / fabricated M. S. pipes (Commercial Quality) including procurements of plates, gas cutting to required size rolling, tack welding assembling in suitable lengths to form pipes, welding on automatic welding machine and forming ‘V’ edge on both ends of pipes including railway freight, insurance, unloading from railway wagon, loading into truck, transport to stores, unloading, stacking, excluding GST levied by GOI & GOM in all respect etc. complete as per IS - 3589 and IS-5504 as applicable as per specifications (No negative tolerance in thickness is permissible).

B) 406.00 mm dia (O.D.) Thickness of pipe 9.50 mm (for Casting of Distribution pipe line Dia. 250 mm) Length of crossing = 20 M

Installation of product pipe by guided auger boring method including making of entry and exit pits all related civil works like exavation, shoring/strutting etc shielded excavation through auger boring process lowering of pipe segements in the jacketing pit laying and jointing of product pipe line through jacking process from the jacking pit and restroration of site after project completion as per the instruction of the E/I all complete except the cost of the pipe average cover of 1.5m depth below GL(upto 100m installation lenght)

a) 200 mm to 499 mm dia MS pipe

Providing and applying primer first coat of intertol 49 W emaline 05/58 pipe coat or any other equivalent approved paint to the internal surface of pipe line at site.

2) For 406.00 mm dia = 20m x 3.14 x 0.406 @ surface = 25.50 sqm

Total = 25.50 Sqm

a) First coat

b) Second coat

State Highway crossing

Manufacturing, providing and supplying spirally welded / ERW/ SAW / fabricated M. S. pipes (Commercial Quality) including procurements of plates, gas cutting to required size rolling, tack welding assembling in suitable lengths to form pipes, welding on automatic welding machine and forming ‘V’ edge on both ends of pipes including railway freight, insurance, unloading from railway wagon, loading into truck, transport to stores, unloading, stacking, excluding GST levied by GOI & GOM in all respect etc. complete as per IS - 3589 and IS-5504 as applicable as per specifications (No negative tolerance in thickness is permissible).

B) 406.00 mm dia (O.D.) Thickness of pipe 9.50 mm (for Casting of Distribution pipe line Dia. 250 mm) Length of crossing = 20 M

Installation of product pipe by guided auger boring method including making of entry and exit pits all related civil works like exavation, shoring/strutting etc shielded excavation through auger boring process lowering of pipe segements in the jacketing pit laying and jointing of product pipe line through jacking process from the jacking pit and restroration of site after project completion as per the instruction of the E/I all complete except the cost of the pipe average cover of 1.5m depth below GL(upto 100m installation lenght)

a) 200 mm to 499 mm dia MS pipe

Providing and applying primer first coat of intertol 49 W emaline 05/58 pipe coat or any other equivalent approved paint to the internal surface of pipe line at site.

2) For 406.00 mm dia = 20m x 3.14 x 0.406 @ surface = 25.50 sqm

Total = 25.50 Sqm

a) First coat

b) Second coat

Railway crossing

Manufacturing, providing and supplying spirally welded / ERW/ SAW / fabricated M. S. pipes (Commercial Quality) including procurements of plates, gas cutting to required size rolling, tack welding assembling in suitable lengths to form pipes, welding on automatic welding machine and forming ‘V’ edge on both ends of pipes including railway freight, insurance, unloading from railway wagon, loading into truck, transport to stores, unloading, stacking, excluding GST levied by GOI & GOM in all respect etc. complete as per IS - 3589 and IS-5504 as applicable as per specifications (No negative tolerance in thickness is permissible).

B) 406.00 mm dia (O.D.) Thickness of pipe 9.50 mm (for Casting of Distribution pipe line Dia. 250 mm) Length of crossing = 20 M

Installation of product pipe by guided auger boring method including making of entry and exit pits all related civil works like exavation, shoring/strutting etc shielded excavation through auger boring process lowering of pipe segements in the jacketing pit laying and jointing of product pipe line through jacking process from the jacking pit and restroration of site after project completion as per the instruction of the E/I all complete except the cost of the pipe average cover of 1.5m depth below GL(upto 100m installation lenght)

a) 200 mm to 499 mm dia MS pipe

Providing and applying primer first coat of intertol 49 W emaline 05/58 pipe coat or any other equivalent approved paint to the internal surface of pipe line at site.

2) For 406.00 mm dia = 33.5m x 3.14 x 0.406 @ surface = 42.71 sqm

Total = 42.71 Sqm

a) First coat

b) Second coat

COST OF SUPERVISION RESTORATION AND OTHER INCIDENTAL CHARGES (20%)

House Connection -5000 Nos.

Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil Item-A) and disposal of excavated earth as obtained to a distance up to 50 M- Including all lifts, leveling ramming the foundation trenches, removing roots of trees, shards all complete as per approved design, building specification and direction of E/I

Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, Labour, royalty and taxes all complete as per building specification and direction of E/I (mode of measurement competed volume)-

Providing P.C.C. M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm is graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, string, curing, taxes and royalty all complete as per building specification and direction of E/I.

Providing Centring and Shuttering etc.

Earth work in beak filling the trenches fatter laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction E/I.(For classification for Soil item –A & B.)

Providing 12mm, cement plaster (1:3) with clean coarse sand of F-M 1-5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction E/I-

Providing and Supplying Blue MDPE pipes conforming to ISO 4427:1996 manufactured from virgin resin PE 80 Food grade compounded Raw Material having Blue Color only assurance certificate from quality agencies like WRC / CIPET (India) / DVGM/ KIWA / SPGN etc. for usage in Drinking Water with quality system The cost shall include testing of all materials, all taxes Central, Sate , Municipal, Inspection charges, transportation up to site, transit insurance, loading, as specified and directed. Unloading, stacking etc. complete as specified and directed.

20 mm dia

Providing and supplying G.I. pipes(Tata and equivalent make) for usage in drinking water with quality system. The cost shall include testing of all materials all taxes central ,state ,transitinsurance,loading,unloading,staking etc. all complete as per specified and directed.

15 mm dia

Lowering ,Laying and jointing HDPE Double Wall Corrugated Pipes for non pressure Underground drainage and Sewerage applications and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour material except O ring coupler giving satisfactory hydraulic testing as per relevant ISO etc. complete.

20 mm dia

Supplying labor and tools for fixing G.I. pipes with red lead and yarn of following nominal bore with screwed and coquetted joints on wall, calling and floor including supplying and fitting of wall hooks or pipe clamps, wo-iDen plugs, cutting pipe to size and threading ends if required etc. all complete as per specification and direction of engineer in charge (pipe with socket to be supplied departmentally free of cost)-

15 mm dia

Supplying and fixing of G.M. Ferrule of approved make in existing C.I. Main including drilling and taping C.I. main all complete as per specification and direction E/I.

1.3mm, 6mm and 10mm ferrule weight not less425 Gms.

Providing and fixing Gun metal full way valve of approved quality all complete, as per specification and direction of E/I.

b)20mm dia and weight not less than 400 Gms.

Providing and fixing 15mm dia male ended C.I. b-iDy brass spindle valve and seat bib clock of approved quality (wt.- Not less than 400Gms. ) With extra socket all complete as per specification and direction E/I.

15 mm dia

Supplying and fixing G.I. fittings of approved make all complete as per specification and direction E/I.

20 mm dia Elbow

15 mm dia Elbow

20 mm dia Reducing Socket

20 mm dia Nipple

15 mm dia Nipple

20 mm dia Union Socket

15 mm dia Socket

20 mm dia Socket

Carriage of materials

i) Sand - 10 Km lead

ii) Stone Chips - 20 Km lead

iii) Cement - 15 Km lead

05 Years Operation & Maintenance

Operation and Maintenance for 1st Year

Operation and Maintenance for 2nd Year

Operation and Maintenance for 3rd Year

Operation and Maintenance for 4th Year

Operation and Maintenance for 5th Year

SAHIBGANJ ZONE

WATER TREATMENT PLANT

Doing details survey investigation, soil testing and designing (aesthetically), providing and constructing and commissioning Conventional Water Treatment Plant consisting of Civil Works, including cost of providing and applying Epoxy paint to inside surface of Water retainng structures in contact with Chlorine and providing anti-lermite treatment to entire structure below ground level. Mechanical and Electrical components of various sub- works as given below: including necessary hydraulic testing, strucrtural testing, equipment testing and trial run for 3 months, etc. complete as directed by Engineer-in-charge. ( Turn-key job)

1. Aeration Foundation: Plan area not less than 0.625 square metre per MLD conforming to CPHEEO Manual

2. Ventury Flune: With necessary devices, cconsisting of simple mechanical indicator ( Pedestal type guage) with approach zones on upstrea and downstream side 10 time throal width.

3. Flash Mixer flapidd mixing device, detention time 60 seconds to give velocity graddient 300 to 400 sec- i vane mixer tuype conforming to CPHEED Manual and IS7090 of 1985.

4. Floccuistor: Conforing to I.S. 7208 of 1974 ( Type-C) with detentlocftperiod of 30 minutes confrming to CPHEEO Manual.

5. Clarifier : Horizintal flow fow culculator tank, detenntion period 2.5 hours, overflow rate 30 cubic metre per squre metre per day, Weir loadig not more than 30 cubic metre per metre per day, with mechnical sludge scraper conforming to I.S 10313/1982 with necessary inlet outlet arrangement..

6. Rapid Sand filters and filter House conforming to CPHEEO Manual ?Filter designrf for filtration rate of 4800 lit/M²/hr, at normal flow and maximum 6000 lit/m² with over loading backwish, maintenace minimum 2 beds for plant up to 10 MLD filters to be located in filter house with rool slab, pipe gallery and platform minimum 5.5 metre in width with consistant rate filtration or declining rate filtration.

a) Filter Sand : Ettective size 0.45 to 0.70mm, uniformely coefficient not more than 1.7 nor less than 1.3, 0.7 m depth, sand 0¼m in depth, sand and gravel conforming to I.S 849 (1) - 77 back wash by air wash, Standard appliances.

b) Wash Water takn:- Sutable to supply water to wash specified number of fuel be as at a time 12 minute at 60 lit/ m²/min under lead of 12m at under drain conformigg to CHEEO Manual

(c) Wash Water Pumps:- Capacity to fill water tank in 1 hour with 10% stand by.

(d) Air Blowe: Capable of deliveringf 60 lpm/m² of free air, of filter area at DI/ Kg/cm² at the under drains (10% stand by) for period of 5mm or maintain the same as per guideline of CPHEEO Manual.

7. Chemical House

(a) Ground floor to addoptrate 7 ddys alum requirement and sundry storage (minimum 4 m height)

(b) First floor to accordinggly rate slumm and time tanks chain pulley block etc 5in height.

(c) Solution tanks 6 taps (One for preparation, Secondry and third as standby),each tank of giving 8 hours maximum dose with interuption, minimum free board 0.30 M treys for blassolving, level indica for mechnical , solution feed and frain lines deyce (Constant head device stroght up to 10% only) conforming to is 9222 psrt V 1979.

(8) Pure waidth and Pump House

(a) Capacity of sump: One hour of designed flow.

(b) Pump level of pump house of required size over the stand by the side.

9. Store suitable or alum storage of three months as says temporary storage, 7 days TCL requiredment mansoon with 20% extra capacity for other articles.

(10) Tweness vaccum type chlorinator with a capacity 10 kg/lt each with required capacity of booster pumps and injector assemnly shall be required for pre and post chlorinator. The dosenty rate for chlorinetion shall be 1 ppm and for pre detelead the dosing shall be shoked dose with maximum 5 ppm as an when required.

(a) confirming to IS 10533. A Part-II 1983

(b) tateble iwthdrawal

Temperature Kg. of chlorine discharge per day

Degree "c" Cylinder

45 87 Tonnes

25 & above 18.70 28.12 315

(c) Chlorinator equipment and container room: to confrm to I.S. 10553 Part- 1983

(d) 100% standby shall be provided 11 by pass arrangment C.I. Pipes

(i) By passing all units of TP

(ii) By passing flesh mixer, clariflocculator

(iii) By passing flash mixer, clariflocculatore and filter units.

12 Dispossal of waste from WTP, Sale disposal arrangment to nearly nalla including cost of pipes

13 Drainage arrangment rm al unit of WTP shall be disposal off with C.I. Pipes upto boundary of eachunit and further extenison with RCC pipes to nearly/ nalla.

14 Electrical installation: Both internal and external inccluding entire plant area.

15 Laboratory equiment: As per requirement

16 Sanitary blocks: Carpet are- 15 square metre minimum upto 25 Mld and d25 square metre above 25 Mld.

17 Adminstrative block and internal road. To accmmodate office room, chlorine room, blower room etc. And all required internal WBM road to connect all units form main gate of plot.

18 Flates given below are incclisive of uplift pressure if any and dewatering during entire work.

19. All R.C.C. Structure shall be constructed in M. 30.

20. All pipes coducts channel with 20% over loading capacity.

12.00 MLD capacity for SAHIBGANJ W/S

Raw/Clear Water Rising Main (K-9)

Detailed logitudinal survey along alignment of pipe line, investigation, soil testing, side cleaning, strip leveeling and drawing "L" section showing specials like air valve, acour valve, sluice vvalve and getting the design of pipe line verified and getting apprroval of department and doing the following work done.

Supplying centerifugally cast (spun) Ductile iron pressure pipes for water with socket and apigot ends conforming to IS 8329/2000 or IS 2531/1998 in standard lengths of class K9 sutable for push on joint (Rubber gasket jointing) with cement mortar lining for inside surface and outside Zinc coaling with bituminous paint including all other taxes, insurance, carriage to work site with loading, unloading etc. stacking including inspection charge etc. DGS&D/SGS and sales tax (except excise duty, including, lowering, laying and jointing with rubber gaskets, rubber gaskets conforming to IS 538-200 ( latest amendments) ssuitable for DI pipes of various classes with D.I. specials of following diamenter in proper position, grade and akigment incudng cost of jointting materials and rubber rings including conveyance off materials ad equpment to wrk site, dewatering, disiintcting of pipes, testing of laid pipes on full load, al complete as per specification and direction of E/I.

Supplying of DIK-9 Pipes

450 mm dia K-9

Laying of DIK-9 Pipes

100 mm dia K-9

200 mm dia K-9

250 mm dia K-9

400 mm dia K-9

450 mm dia K-9

Testing of DIK-9 Pipes @5%(DWSD-3.1.46)

100 mm dia K-9

200 mm dia K-9

250 mm dia K-9

400 mm dia K-9

450 mm dia K-9

Providing and supplying D.I specials of class K-12 like branch, bends and tapers and water supply works suitable for push on joiting (Rubber gasket joiting) conforming to IS 9523 wth cemet mortar lining for inside surface and on side Zinc coating with bituninous paint including othe taxes, insurance, arriage to work site with loading, unloading etc. stacking includng inspection charges of DGS&SGS and sales tax all complete as per specification and direction of E/I.

Providing & erecting double flanged sluice valve/scour valve with joiting to pipe work (including ware and packing) water works quality non rising spindale with hand wheel ad stainless steel spindle and caps as per requirement C.C. Loundation/ structural steel suppling florring to IS 780 and IS- 2906 (embosed body of SV) including all taxes, inspection charges, lading, unloading portion up tto site etc. including a pair of all piece complete as per specifiction and direction of E/I.

Erecting of Sluice/Scoure valve @25%/fixing of sluice valve(DWSD 3.1.35)

100 mm dia

150mm dia

200 mm dia

250 mm dia

400 mm dia

450 mm dia

Testing of Sluice/Scoure valve @5%(mjp 2021-22 section- I serial no-4B page no.-135)

100 mm dia

150mm dia

200 mm dia

250 mm dia

400 mm dia

450 mm dia

Providing & supplying lowering, laying and fixing position kinetic double orifice air valves as per IS-10845 specifiation wirth isolating sluice valves, mounted in horizontal portion and operated by wheel gearing, small orilice elastic ball resing on a Gun metal orifice nipple, large orilice vlucants ball sealing on moulded seal ring intelt face and drilled, incluidng all taxes (Central and local), insurance, thrid party inspection charges, loading, unloading, transportation uptto departmental stores/ site etc. complete. As per speciication and diection of E/I.

Erecting Air Valve @25 %/fixing of sluice valve (mjp2021-22 section -I serial no 10b)

Supplying, all labours, tools and equipments for cutting the PCC road and recasting the same after the same after laying the pipe line as per specification and direction of E/I. (RCD 12.08(a)+BCD5.10.2) rate= dismentling=955.89 recasting=3541.9*0.15=531.29 Total=955.89+531.29=1487.18

taking pcc thickness .15M

Earth work in excavation of soil (As per IS 3114/1965) for laying of different types and sizes of DI K7 pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth witthin initial lead of 50M and lift 1.50M and as per speciication and direction of E/I.(DWSD 3.1.1.1(b))

0 to 1.5 m depth

Earth work in excavation of Rock (As per IS 3114/1965) for layingof different sizes of DI K7 pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead of 50M and inital lift of 1.50M and all complete as per specification and direction of E/I. (WRD 5.1.10.2)

0 to 1.5 m depth

Earth work in back filling the trenches after laying different types and size of pipes with earth, removed during excavation within inital lad and lift as per specification and direction of E/I. (DWSD 3.1.1.2)

Labour charge for one cutting of any type of pipe and specials including supplying necessary tools and platns, chipping or filling the surface finish as per specification and direction of E/I. (DWSD-3.1.43)

100 mm dia K-9

250 mm dia K-9

200 mm dia K-9

350 mm dia K-9

400 mm dia K-9

450 mm dia K-9

Disinfection D.I. water mains by flushing with water containing bleaching powder at 0.5 gm/litre of water and cleaning the same with fresh water operation to be repeated 3 times including getting the sample of water from disinfected main tested in muncipal laboratory.

S.V.-1.2 X 1.5 X 1.9 M

AV-0.9 X 1.2 X 1.5 M

BRICK MASONARY

AV-0.9 X 1.2 X 1.5 M

Distribution Main

Details survey along alingment of pipe line soil, testing, site clearing strip level and drawing"L" section showing specials air valve scour valve, sluice vlve and the design of pipe line verified and getting approval of department and doingin the following work done.

Laying of DI K-7 Pipes @25% DWSD 3.1.32A

100 mm dia

150 mm dia

200 mm dia

250 mm dia

300 mm dia

400mm dia

Testing of DI K-7 Pipes @5% DWSD 3.1.46

100 mm dia

150 mm dia

200 mm dia

250 mm dia

300 mm dia

400 mm dia

Providing and supplying D.I. Specials of class K-12 like branch, bends and tapersfor water supply works suitable or push on jointing ( rubber gasket jointing) confrming to IS 9523 with cement mortar lining for inside surface and outside Zinc coaling with Bituminous paint including all other taxes, insurance, carriage to work site with loading, unloading etc. stacking including inspection charge of DGS&D/SGS/RITES and sales tax all complete up to 600mm dia

Providing erecting, connecting, laying and jointing ISI marked double flanged sluice vlave/ scour valve with jointing to pipe work (icluding all hard ware and packing) water works qualty hving non rising spindle with hand hweel and stainless steel spindle and caps as per requirement including C.C. joundation/structural stee support confrming to IS 780 and IS: 2906/14846 (embossed on the body of SV) including all taxes, insurance, third party inspection charge, loading, unloading, transportation up to site etc. including a pair or tall piece complete, as per specification and directin of E/I.

Erecting of Sluice Valve@25%/fixing of sluice valve(DWSD3.1.35)

100 mm dia

150 mm dia

200 mm dia

250 mm dia

300 mm dia

400mm dia

Testing of Sluice Valve @5%mjp 2021-22 sl. No.-4(b) page no.-135

100 mm dia

150 mm dia

200 mm dia

250 mm dia

300 mm dia

400mm dia

Providing ans supplying laying and fixing in position double oriline types air valveISper IS 10845/14845-2000 specificatuion conmbind with screw down isolated valve mall oriice elastic ball resting on a drifice nipple large orifice vulcanite ball on moulded seat ring, inlet face and drilled, including all taxes( Central and local) insurance third party inspection charge, loading, unloading, transpotation up to departmental stores/ site etc. all coplete as per specification and direction of E/I.

Erecting Air Valve @25 %/fixing of sluice valve (mjp2021-22 section -I serial no 10b)

50 mm dia

80 mm dia

100 mm dia

150 mm dia

Supplying, all labours, tools and equipments for cutting the PCC road and recasting the same after the same after laying the pipe line as per specification and direction of E/I. (RCD 12.08(a)+BCD5.10.2) rate= dismentling=955.89 recasting=3541.9*0.15=531.29 Total=955.89+531.29=1487.18

Earth work in excavation of soil (As per IS 3114/1965) for laying of different types and sizes of DI K7 pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth witthin initial lead of 50M and lift 1.50M and as per speciication and direction of E/I.(DWSD 3.1.1.1(b))

0 to 1.5 m depth

Earth work in excavation of Rock (As per IS 3114/1965) for layingof different sizes of DI K7 pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead of 50M and inital lift of 1.50M and all complete as per specification and direction of E/I. (WRD 5.1.10.2)

0 to 1.5 m depth

Earth work in back filling the trenches after laying different types and size of pipes with earth, removed during excavation within inital lad and lift as per specification and direction of E/I. (DWSD 3.1.1.2)

Transporting surplus earth over the initial lead of 5 km from road margins to the dumping places, as directed by E/I. Inccluding transpotations, loading charges, unloading chargs, depositig earth, levelling, , soctioning and consolidating etc,all complete.CPWD sub head 1.0 carraige of materials1.1.2

Labour charge for one cutting of any type of pipe and specials including supplying necessary tools and platns, chipping or filling the surface finish as per specification and direction of E/I. (DWSD-3.1.43)

100 mm dia

150 mm dia

200 mm dia

250 mm dia

300 mm dia

400mm dia

Supplying all materials, labours, tools for constructing Brick masonary valve chambers as per standard approved design and drawing with precast RCC slabs to cover the chamber including earth work in all kinds of soils, P.C.C. Plaster work, etc. All complete as per directions of E/I. inccluding all carriage, loading, unloading and stacking of construction materials with all duties, taxes and cess, (RCC chamber is to be constructed along main road where heavy vehicle is running and Brick masonary chamber in street road).

Valve chamber

S.V. - 0.9 X 1.2 X 1.5 M

S.V. - 1.5 X 1.2 X 1.9 M

Brick Masonary CM 1:6

S.V. - 0.9 X 1.2 X 1.5 M

S.V. - 1.5 X 1.2 X 1.9 M

ELEVATED SERVICE RESERVOIR

Dnsigning (aesthetically) and constructing RCC elevated service reservoirs of following capacity with R.C.C. Staging after testing the soil bearing capacity by roputed firm or insfilution consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters centre to centre for ESR having capacity 500 M³ and not more than 6 M centre to centre for ESR having capacity above 500 M³ including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refillingg disposing of the surplus stuff within a lead of 50 eters, all labour and material charges including lowering, laying erecting, hoisting and jointing of pipe assembly of inlet, outlet washed, overflow and by pass arrangments as per design.

Providing and fixing accessories such as M.S ladder, C.I. Manhole frame and covers water level indicatorsm lightening conductoer, G.I. Pipe railling around walk way and to slab providing spiral stair case from ground level to roof level, M.S grill gate of 2 Mtrs height with loccking arrangement, RCC M-20 chamber for all valve ventilating sharts, providing and applying three coas of cement paint to the structure including roof slab & epoxy paint to internal surface and anti termite treatrnent for underground parts of the strucures and giving satisfactory water tight-ness test as per I.S. code. The job to indicade painting the name of the scheme and other details on the reservoir as per direrction of Engineer-in-charge.

Notes

1. The design of the structure be in accordance with relevant I.S. 3370-1965 or revised

2. The design shal satisty the stisfy the stipulation as per I.S 1893-1984 and I.S. 13920/1993 for seismic force and I.S. 11682/1985 for RCC staging of over head tanks.

3. For design having more than 6 columns, prrovision of intenal bracing is obligatory, external bracing is also obllgatory.

4. The entire structure shall be in M 200 mix only. However concrete in contect with water such as container, base slab, wall, roof slab & foting in water bome area shall be M- 300.

5. Plain round mild steel bars grade- I confirming to I.S. 432 part- I or high yield strength deformed hare confirming to I.S. 1786 or I.S. 1139 shall be used, grade, II mild steel bars will not be allowed.

6. Irrospective ff the type of foudnation preposed in ddesign, onee set ofbracing be provided at the ground level.

7. The rates include provising M.S. Ladder for ESR's up to 2 lakhs items capacity and providing spiral staircase forESR above 2 lakhs filters capacity.

8. staging will have to be designed with steress of M-200 for ESR. However all RCC construction should be done in M-250 except concrete in contact with water shall be designed and constructed in M-300.

9. These rates are inccluding te cost of up lift pressureif any and entire dewatering during execution. In case of wter logging area where water s struck at shallow deth extra provision of dewatering shall be made as per site condition.

10. The rates are exclusive of the cost ofpipes, specials and valves requiredd for inlet, outlet washout over flow and by-pass arrangement the scope of work however incclude cost of erecting, laying and jointing of pipes and valves inccluding cost of jointing materials all complete with provision of water evel indicator & lighterning conductor arrangement.

11. forr ESR up to 500 cum capacity C.I. Double flanged pipes up to 300mm dia shall be provided and C.I. Special shall vbe used gpt above 500 cum capacity C.I. / M.S pipes assembly with minimum 8mm thickness up to 500mm dia can be used with proper anticorrosive epoxy treatment form inside and out side.

cost of pipe specials and valves is taken as 10% of the cost of ESR. For seismic zone IV these rates shall be increased by 5%

11.00 Lacs litres capacity RCC elevated water tower with 12 metre staging, at Mahadev Baran

2.5 Lacs litres capacity RCC elevated water tower with 12 metre staging, at Bhulia Tola.

3.75 Lacs litres capacity RCC elevated water tower with 12 metre staging, at Makhmalpur.

2.95 Lacs litres capacity RCC elevated water tower with 12 metre staging, at Balua Diara.

0.25 Lacs litres capacity RCC elevated water tower with 12 metre staging, at Chanan.

Boundary Wall

Earth work excavation in foundation trenches in ordinary soil item- A and disposal activated earth as obtained to a distance up inccluding all lifts, leveling ramming trenches, removing roots of trees, all complete as per approved design specification and direction of E/I.(BCD 5.1.1)

Column

1.500 x 1.500 x 1.500 x 22 nos.

20.000 x 0.250 x 0.325 x 2 nos.

15.000 x 0.250 x 0.325 x 2 nos.

TOTAL

Extra for earth work in hard soil as per specification and direction of E/I.(BCD 5.1.2)

Filling of foundation trenches and plinth in layers exceeding 150mm thick well watered, rammed fully compacted and fine dressed with earth otained from excavated of foundation within a lead of 50M nd lift of 1.5M all complee as per building specification and direction f E/I.(Mode of measurement compacted volume). (BCD 5.1.8)

Providing RCC M150 with nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded ad clean coarse sand of F.M. 2.5 to 3 EXCLUDING screeing, shuttering, mixing cement concrete in cement mixer and placing in position, vitrating, striing, curing (but excluding the cost of reinforcement), taxes and royalty all complete as per building specification and direction of E/I. (inccluding carriage of materials to work site)(BCD5.3.9.2

Foundation , Raft in foundation

Column , Column in fondation

TOTAL

centering and shuttring (5.3.17.1)

Providing RCC M150 with nominal mix of (1:2:4) in band and plinth with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in cement mixer and placing in position, vibrating, striking curing, (but execluding the cost of reinforcement), taxes and royalty all complete as per building specification and direction of E/I.(including carriage of materials to work site).BCD5.3.9.2

Ground Level , Pinth Bean

TOTAL

centering and shuttring(5.3.17.5)

Providing RCC M150 with nominal mix of (1:2:4) in columns with approved quality of stone chips 20mm to 6mm size grated and clean coarse sand of F.M 2.5 to 3 including screening shuttering, mixing cement concrete in cement mixer and placing in position, vibrating, striking, curing, (but execluding the cost of reinforcement), taxes amnd ropyalty all complete as per building specification and direction opf E/I. (including carriage of materials to work site)(BCD5.3.10)

Column

Forgate

TOTAL

centering and shuttring(5.3.17.6)

Providing 2 coats of snowcem of approved shade and make over a coat of cement primer onnew surface including preparing the plastered surface smooth with sand paper, scaffolding, curing and taxes all cocmplete as per building specification and direction off E/I. (inccluding carriage of materials to work site).(BCD5.8.24)

Same Quanity

Providing primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning, removing rust, dirt, scales, smokes, grease and cleaning the surface, throughly including, cost of scaffolding and taxes all comcplete as per building specification and direction of E/I.(BCD 5.8.41)

Providing two coat of synthetic enamel paint of approved shade and make over steel surface including cleaning the surface throughly scaffolding and taxes all complete as per building specification and direction of E/I.(BCD5.8.45)

Supplying filling and fixing 20 gauge GCI sheet gate fitted on M.S angle frame of size 60x60x6 mm including cost of prroviding necessary locking arrangement with hasckle and diommey duly fixed RCC (1:2:4) block of required size applying a primer red lead paint over steel work taxes all complete as per drawing specification and direction of E/I. ( including carriage of materials to work site).(BCD5.5.29)

Providing reinforcement up to 6 mm dia rods as per approved design and drawing excluding carriage of bars to work site, cutting, bending and binding with anealed wire with cot of wire removal of rust placing the rod in position all cocmplete as per building specification and direction of E/I. 6mm dia (only valid for SAIL & TATAS steel) (BCD5.5.1)

0.1MT per 1 cum of RCC

Providing plain/Tor M.S reinforcement of 8 mm , 10 mm and 12 mm dia rods as per approved design and drawing excluding carriage of M.S. Rods (stralght or in coil) to work site, cutting bending and binding with annealed wire with cost of wire removal of rust placing the rod in position all complete as per building specification and direction of E/I. (including carriage of materials to work site).(BCD5.5.5 a)

0.12MT per 1 cum of RCC

CARRIAGE OF MATERIALS(DSR 2021)

Type of materials Lead in Km

Cement Lead 10 Km (Avg.)

Sand Lead 15 Km (Avg.)

Stone Chips Lead 20 Km (Avg.)

Brick Lead 10 Km (Avg.)

Steel Lead 10 Km (Avg.)

Foot Bridge

E/W in excavation of foundation trenches in ordinary rock or soft rock (Where blasting is not required inccludingg stacking te serviceable materials (as per result of blasting) properly on ground in proper stack and disposal of unserviceable materials with in initial lead of 50M and initial lift of 1.50M all complete as per approved design, drawing and as per approved design, drawing and as per specification and direction of E/I.(WRD21/5.1.15.2)

First Depth - initial lift of 1.50 m

E/W in excavation of foundation trenches in hard rock blasting zone with intial lead of 10m and 1.5M including cost of cutting, chiselling or blasting approved types of materials, tool and equipmeents and removing the soils all complete as per specification and direction of E/I.(WRD21/5.1.16.1)

First Depth - initial lift of 1.50 m

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering for foundation as per specification and direction of E/I.(BCD5.3.1.1.3)

M-15 Grade - P.C.C 1:2:4

centering and shuttring(BCD5.3.17.1)

Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed ,fully compactedand fine dressed with earth obtained from excavation of foundation trenches within alead of 50M. And lift of 1.5M all ccomplete as per specification and direction of E/I.(BCD5.1.10)

1 x Total Earth work (-) PCC & RCC work in bellow ground level

Providing and laying in position specified grade M-25 of RCC for foundation & plinth.(RCD12.8E case 2)

Below ground level

Rectangular Footings

centering and shuttring(BCD5.3.17.1)

Reinforced cement concrete work M-25 in columns, excludding the cost of centering, shuttering finishing but excluding cost of reinfrocement all complete job as per specification and direction of E/I.(RCD14.1B case 1(p))

Column

centering and shuttring(BCD5.3.17.1)

Reinforced cement concrete work M-25 in columns, excluding the cost of centering, shuttering finishing but excluding cost of reinfrocement all complete job as per specification and direction of E/I.(RCD14.1B case 1(p))

Above ground level 0 to 4.5 m

M-25 Grade concrete for columns

Total Cum

centering and shuttring(5.3.17.6)

m25 Grade concrete for columns(RCD14.1B case 1(q))

Total cum

centering and shuttring(5.3.17.6)

M-25 Grade concrete for columns(RCD14.1B case 1(r)

Total cum

centering and shuttring(5.3.17.6)

Reinforced cement concrete work in beams all types, eexcluding the cost of centering, shuttering finishing but excluding cost of reinforcement.(RCD14.1B case 1(p))

M-25 Grade concrete for Braces

centering and shuttring(5.3.17.5+5.3.18)

4.5 to 9.0 m(RCD14.1B case 1(q))

centering and shuttring(5.3.17.5+5.3.18)

9.0 to 13.5 m(RCD14.1B case 1(r))

M-25 Grade concrete for Braces

centering and shuttring(5.3.17.5+5.3.18)

13.5 to 18.0 m(RCD14.1B case 1(r))

M-25 Grade concrete for Beam & below deck slab

centering and shuttring(5.3.17.5+5.3.18)

Reinforced cement concrete work M-25 in slab excluding the cost of centering, shuttering finishing but excluding cost of reinfrocement. (RCD14.1B case 1(ii,r))

M25 grade concrete for deck slab-Rectangular portion & slant portion

Total Cum

centering and shuttring(5.3.17.3)

Providing RCC work in railing as per standard drawing with approved quality of stone chips and sand. The post will be 150mmx150mm of cross section 116 M c/c and 1M height) and mix and row of railing (65mmx70mmx115mm (1:1½:3) two rows reinforcement witth coal of cement wash. (MJP21-22 section-h(1))

Cost of reinforcement excluding straghtening, putting bending, placing in position and bending all cocmplete as per pecification and direction of E/I. (BCD5.5.5b

2 x 0.16MT per 1 cum of RCC

Centering and shuttering excluding strutting , propping etc. for foundation and rthe centering should be removed after the specified striping time of the concrete as per IS 456/1978 For Foundation(BCD 5.3.17.1)

Outer side

For column, bracing &beam

For Bracing

Upto 4.50m above G.L.

For Slab Desk slab botton Desk slab side (BCD 5.3.17.1)

Construction of CC sanddle piece to support the pipe all complete as per specification and direction of E/I.

CARRIAGE OF MATERIALS(DSR 2021)

Type of materials Lead in Km

Cement Lead 10 Km (Avg.)

Sand Lead 15 Km (Avg.)

Stone Chips Lead 20 Km (Avg.)

Steel Lead 10 Km (Avg.)

Mechnical & Electrical Item

Intake well pump plant

Supplying , installation and commisioning of Vertical Turbine pump seft water cooled/ lubicated at raw Water Pumping plant capable of discharge capacity 102.5 pls against a total head of 30 mtrs, with column pipe & accessroies (refer to SBD chapter 5).

Supplying, laying & commissioning sluminium conduct 3 core & 3½ core cable suitable size and required length PVC inculated PVC sgeathed unarmoured/arroured 1.1 KV grade, on floor/ underground including making earthing as per IE rules including cost of 8 SWG coper wire (to be provided in bunch of two) cost of necessary masonary work, making power connection and testing of pump set on full oad at site, all complete job in accordance with details as given below as per standard specification & direction of E/I. inccluding trial run for 3 months.( SICof pump motor with all required equipments & accessories motor control Panel, cable, earthing. starter, etc. all complete job.)

Intake well VT Pump sets: ( 2 working & 1 standby) is having discharge 102.5 lps and head 30 mtrs.

Supplying of pump set

Installing of pump set

Testing of pump set

Supplying , installation, commisioning and testing of 250 KVA ,3 phase servo control voltage stabilizer having, output 415 + - 1% unbalanced type oil cooled including first filling of transformer oil up to marked, including making connection with 3 core ccopper conductor suitable size cable etc. all complete as per speciication and direction of E/I., Including T-Ok, Change over switch etc. all complete.

Supplying, fitting and commisioning of lighting arrengement at intake well pump plant internel and external such as flourescent tube light(40 watt), SV lamp(400 watt) complete set 4 nos. making wiring light point fan point etc as required.

Clear Water Pumping Plant

Supplying installation & commissioning of HSC centrifucal pumps at Cleart Water Pumping plant capable of discharge capacity 102.5 lps against a total head of 70 mtrs coupled with squrrel cage SPDP suitable capacity induction motor, operationable on 415*10% Volts, 3 Phase, 50 C/s AC and all required accessories, such as suction pipe & delivery pipe & common header, C.I. D/F, S/V, CI N/R valve, foot valve, as required and suitable FASD starter, MSs common base plate for pump motor including cost of construction of PCC foundation and cost of ffloor mounted type cubical panel boartd consisting of 500 AmP, ACCB as incoming, 300 Amp MCCB as outgoing, copper bus bar 4 nos volt meter & Ammeter with sector switch, phase indicting neon lamp, single phase preventor, MCCB for light load etc. (SIC of pump, motor, valves, common header, saction/delivery line all types of required fitting & equipmnts, Motor control Panel, earthing, cables etc. all complete job.)

Clear water HSC pump set : (2 working+1 standby) each having discharge 102.5 lps and head 70 mtrs.

supply

installing

commisioning

Supplying , installation, commisioning and testing of 500 KVA ,3 phase servo control voltage stabilizer input reng 220 V to 480 V, output 415 + - 1% unbalanced typ oil colled including first filling of transformer oil up to marked, including making cconnection with 3 core copper cconductor suitable size cable etc. all complete as per specificaion.

Construction of Staff Quarter

Earthwork in excavation in foundation trenches in ordinary soil (Vide classification of soil item -A) and disposal of excavated earth as obtained to a distance upto 50 m. including all lifts, levelling, ramming the foundation trenches, removing roots of trees, shurbs all complete as per approved design, building specification and direction of E/I.

Providing coarse clean sand in filling in foundation trenches or in plinth including ramming ad watering in layers not exceeding 150 mm thick with all leads and lifts including costs of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I.

Providing designation 75A one brick flat soling joints fitted with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/I.

Providing P.C.C. (M-100) (1:3:6) in foundation with approved quality of jhama metal (40mm and down) well graded and clean coarse sand (washed and screened) excluding screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, curing, taxes and royalty all complete as per building specification and direction of E/I.

Providing designation 75A brick work in C.M. (1:6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortart joints, cost of screening materials, raking out joints to 15 mm depth, curing, taxes and royalty all complete as per building specification and direction E/I.

Providing 25 mm thick damp proof course with cement concrete M-150 with nominal mix of (1:2:4) with approved quality of stone chips of 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, and mixing cement concrete in mixer with 5% cico or ny other approved water proffing compund and placing in position, striking, curing, taxes and royalty all complete as per building specification and direction of E/I.

Providing designation 75A brick work in C.M. (1:6) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortart joints, cost of screening, materials, scaffolding raking out joints to 15 mm depth, curing, taxes and royalty all complete as per building specification and direction E/I.

Reinforment Cement Concrete works in beams, suspended floors, roofs having slope upto 15 degrees landiing, balconies, shells, chhajja, lintel, bends, plain window sills, stair cases, spiral stair cases above plinth levels upto floor 5 level, exluding the cost of centerings, shuttering, finishin and reinforcements with 1:1.5:3 (1 cement, 1.5 corse sand (zone III), 3 graded stone agreegate 20 mm nominal size) Lintel Beam, Shelves, gate

Shuttering(5.3.17.5)

Reinforment Cement Concrete works in beams, suspended floors, roofs having slope upto 15 degrees landiing, balconies, shells, chhajja, lintel, bends, plain window sills, stair cases, spiral stair cases above plinth levels upto floor 5 level, exluding the cost of centerings, shuttering, finishin and reinforcements with 1:1.5:3 (1 cement, 1.5 corse sand (zone III), 3 graded stone agreegate 20 mm nominal size) Chajja over, Shelves in kitchen and room

Shuttering(5.3.17)

Shuttering(5.3.17)

Reinforment Cement Concrete works in beams, suspended floors, roofs having slope upto 15 degrees landiing, balconies, shells, chhajja, lintel, bends, plain window sills, stair cases, spiral stair cases above plinth levels upto floor 5 level, exluding the cost of centerings, shuttering, finishin and reinforcements with 1:1.5:3 (1 cement, 1.5 corse sand (zone III), 3 graded stone agreegate 20 mm nominal size) Room, Kitchen, Varandah, laboratory

Shuttering(5.3.17)

Supplying, fitting and fixing good quality well dressed and well seasoned sal wood work in chaukhat in doors, windows skylights, fanlights and C/W celetial windows opening including wedge over all clamps complete including application of two coats of wood preservative of approved quality on the surface butting walls and lintels all complete as building specification and direction of E/I.

Supplying, fitting and fixing 250 x 20 x 6 mm L-type MS clamp properly fishtailed including making holes and setting the same in 375 x 125 x 75 mm cement concrete block (1:2:4) with cost of all labour and materai and taxes as per building specification and direction of E/I.

Supplying all material, labours, fitting and fixing 38 mm thick good quality seasoned sal wood battened shutter ledged and braced in door and windows with oxidized iron fittings such as hingles, sliding door bolts, tower bolts, handles or rings, hooks and eyes, cleats, sand blocks as per schedule taxes and royalty all complete as per building specification and direction of E/I.

Supplying, fitting and fixing M.S. grill made of 20x6 mm M.S. flat as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction of E/I (where material is not supplied by the department)40 Kg/sqm (40 x 7.56 M2)

Providing 25 mm thick precast R.C.C. M-150 with nominal mix of (1:2:4) jali with approved quality of stone chips of 6mm nominal size and clean coarse sand of F.M. 2.5 to 3 with 1.5 mm thick M.S. wire as per approved design and drawing and placing the same in position true to plumb and level and properly grouted with cement mortar (1:3) inclding cost of curing, scaffolding and finishing all complete as building specification and direction of E/I.

Providing and fixing fan hook of 16 mm dia M.S. bar 1 m long bent to required size and shape, placed in position and fixed in R.C.C. slab/beam at the time of casting all complete as per building specification and direction E/I. In room 2 No+In Varandah 2 No

Supplying, fitting and fixing M.S. grill gate with M.S. grills made of 20x6 mm M.S. flats or 16 mm. M.S. square bars fitted on 25x25x6 mm. M.S. angle frame of size 60x60x6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in P.C.C. (1:2:4) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/I (When steel is not supplied by the department) Grill gate @ 63 kg/sqm (2 x 1.05 x 1.95 x 63 = 257.985)

Providing 6 mm thick cement plaster (1:4) in ceiling with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.

Providing 12 mm thick cement plaster (1:6) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.

Providing cement 1:3 (12 mm) plaster with cement mortar (1:3) using clean coarse sand finishing with neat punning a dado 6" (150 mm) high a side room and out side wall upto plinth level including screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of E/I.

Filling in foundation trenches and plinth in layers not exceeding 150 mm thick well watered, rammed fully compcted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 m and lift of 1.5 m all complete as per building specification and direction of E/I.

Providing average 150 mm thick dry rammed khoa beaten to 112 mm compacted with water made of well burned or Jhama bricks including ramming properly till compcted thickness is achieved curring and carriage of water with ll leads making proper slope and blening the top with cement mortar 1:10 all complete as per building specification and direction of E/I.

Providing 25 mm thick first class patent stone flooring (1:2:4) with stone chips in two layers, bottom layer 19 mm thick (1:2:4) with 12 mm to 6 mm size graded stone chips and top layer 6 mm thick (1:2) with 6 mm down stoen chips in pannels including cost of curing finishing the surface smooth by rubbing the carborandum stone taxes and royalty with all complete as per building specification and direction of E/I.

Providing designation 75A one brick on edge flooring in C.M. (1:4) with top surface flush approved quality of clean coarse sand of F.M. 2 to 2.5 including the cost of screening, raking out joints to 15 mm depth, curing taxes royalty all compete as per building specification and direction of E/I.

White washing three coats over new surface with approved quality of lime including cost of cleaning surface thoroughly and removing the scales of smoke and mosh marks with jhama rubbing, scaffolding, washing of floors and taxes all complete as per building specification and direction of E/I.

Providing all materials, labours & doing two coat colour washing over a coat of white wash with approved quality of lime & colour over the new surface including the cost of cleaning surface thoroughly and removing the scales of smoke and ash marks with jhama rubbing, scaffolding washing of floor sand taxes all complete as per building specification and direction of E/I.

Providing two coats of painting with readymix paint over a coat of primer of approved shade and make over new wooden surface after cleaning, removing dirt scales, smokes, grease and sand papering including cost of scaffolding and taxes all complete as per building specification and direction of E/I.

Providing primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning, removing, rust, dirt, scales, smokes and grease and cleaning the surface thouroughly including cost of scaffolding and taxes all complete as per building specification and direction of E/I.

Providing two coats of painting with readymix paint over a coat of primer of approved shade and make over steel surface after cleaning thouroughly scaffolding and taxes all complete as per building specification and direction of E/I.

Providing tor steel reinforcement of 8 mm dia roads as per approved design and drawings excluding carriage of bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per drwaing specification and direction of E/I. @ 12%

Cost for water Supply & Sanitation, all complete job

Cost for Electrical work, all complete job

Carriage off Materials all complete job

Rising Main pipe carriage

Distribution pipe carriage

House Connection -21693 Nos.

Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil Item-A) and disposal of excavated earth as obtained to a distance up to 50 M- Including all lifts, leveling ramming the foundation trenches, removing roots of trees, shards all complete as per approved design, building specification and direction of E/I

Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, Labour, royalty and taxes all complete as per building specification and direction of E/I (mode of measurement competed volume)-

Providing P.C.C. M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm is graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, string, curing, taxes and royalty all complete as per building specification and direction of E/I.

Providing Centring and Shuttering etc.

Earth work in beak filling the trenches fatter laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction E/I.(For classification for Soil item –A & B.)

Providing 12mm, cement plaster (1:3) with clean coarse sand of F-M 1-5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction E/I-

Providing and Supplying Blue MDPE pipes conforming to ISO 4427:1996 manufactured from virgin resin PE 80 Food grade compounded Raw Material having Blue Color only assurance certificate from quality agencies like WRC / CIPET (India) / DVGM/ KIWA / SPGN etc. for usage in Drinking Water with quality system The cost shall include testing of all materials, all taxes Central, Sate , Municipal, Inspection charges, transportation up to site, transit insurance, loading, as specified and directed. Unloading, stacking etc. complete as specified and directed.

20 mm dia

Providing and supplying G.I. pipes(Tata and equivalent make) for usage in drinking water with quality system. The cost shall include testing of all materials all taxes central ,state ,transitinsurance,loading,unloading,staking etc. all complete as per specified and directed.

15 mm dia

Lowering ,Laying and jointing HDPE Double Wall Corrugated Pipes for non pressure Underground drainage and Sewerage applications and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour material except O ring coupler giving satisfactory hydraulic testing as per relevant ISO etc. complete.

20 mm dia

Supplying labor and tools for fixing G.I. pipes with red lead and yarn of following nominal bore with screwed and coquetted joints on wall, calling and floor including supplying and fitting of wall hooks or pipe clamps, wo-iDen plugs, cutting pipe to size and threading ends if required etc. all complete as per specification and direction of engineer in charge (pipe with socket to be supplied departmentally free of cost)-

15 mm dia

Supplying and fixing of G.M. Ferrule of approved make in existing C.I. Main including drilling and taping C.I. main all complete as per specification and direction E/I.

1.3mm, 6mm and 10mm ferrule weight not less425 Gms.

Providing and fixing Gun metal full way valve of approved quality all complete, as per specification and direction of E/I.

b)20mm dia and weight not less than 400 Gms.

Providing and fixing 15mm dia male ended C.I. b-iDy brass spindle valve and seat bib clock of approved quality (wt.- Not less than 400Gms. ) With extra socket all complete as per specification and direction E/I.

15 mm dia

Supplying and fixing G.I. fittings of approved make all complete as per specification and direction E/I.

20 mm dia Elbow

15 mm dia Elbow

20 mm dia Reducing Socket

20 mm dia Nipple

15 mm dia Nipple

20 mm dia Union Socket

15 mm dia Socket

20 mm dia Socket

Carriage of materials

i) Sand - 10 Km lead

ii) Stone Chips - 20 Km lead

iii) Cement - 15 Km lead

APPROACH BRIDGE

Excavation in general in soft materials comparinsing of soft soil. Soft inurum sand hard murum with boulder in wet or dry condition for head works I,e intake well, connecting pipe jack well, pump house, supply well ect. For lift 0 to 1.5 and lead of 150M including barring gurading, disposing of surplus excavted staff within a radius of 0.5 KM as directed by Engineer-in-charge etc. cocmplete cxcluding refilling (As per MJP SOR- 18/No. E-10) Four Yadr works river dam Subonerge(WRD5.1.8)

0 to 1.5 Mtr Depth

1.5 to 3.0 Mtr depth (As Rs. 24.00 for every additional lift of 1.5 M beyond initial of 1.5M)

3.0 to 4.5 Mtr depth (As Rs. 24.00 for every additional lift of 1.5 M beyond initial of 3.0M)

4.5 to 6.0 Mtr depth (As Rs. 24.00 for every additional lift of 1.5 M beyond initial of 4.5 M)

6.0 to 12.0 Mtr depth (As Rs. 24.00 for every additional lift of 1.5 M beyond initial of 6.0 M)

Boring, providing and installing bored cost-in-situ reinforcement concrete piles of grade M-25 of speciflied diameter and legth below the pie cap, to carry a dafe working load not less than specified excluding the cost of the steel reinforcement but including the cost of boring with bentoniote solution and temporary casing of sppropiate lengh for setting out the removal of same and the lenght of pipe to be embedded in the pile cap etc. all complete, including removal of eccavted earth with all lift and leads (Length of pile for payment shall be measured up to bottom of the pile cap).

600mm dia piles

Filling available excavted earth (excluding rock) in trenches plinth, sides foundation etc. in layers not exceding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50M and lift upto 1.5 M

Excavted earth used for back filling

Murum upto lead of 20 KM

Supplying and laying (Proper as per design and drawing) rip-rap with good quality of boulders duly packaged including the cost of materials, roylity all taxes etc, but excluding the cot off carriage all complete as pespecifacation and derection of E/I.

Carriage charges for boulders up to 3 KM

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars posts, struts, buttereses, string,j or lacing courses, purpets, coping bed biocks, anchor blocks, plain window sills, fillets, sunken floors ect, up to floor five level, excluding the cost of centerin, shultering and finishing

1:2:4 (I cement:2 coarse sand:4 graded stone aggregate 20mm Norminal size)

Providing R.C.C. M-30 with design mix in foundation and plinth with approved quality of stone chips 20mm to 10mm size graded and clean coarse of F.M 2.5 to 3.0 including screening shuttering mixing cement concrete in mixer and placing in position, vibrasting striking, coring. (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of Engineer-in-charge

All works upto plinth level

All works above plint level up to floor V level

Vertical load testing of piles in accordance with IS 2911 (Part- IV) including installing of loading platform and preparation of pile head or construction of test cap and dismanting of test cap after test etc. complete as per specification & the direction of Engineer-in-charge.

Single piles to 50 tone capacity.

Inital Test.

Routine Test.

Group of two or more piles up to 50 tone capacity.

Initial Test.

Routine Test.

Steel reinfoecement for RCC work including straightening, cutting, bending, placing and binding all complete. Thermo-Mechanically Treated bars

Supplying fiting & fixing in position true to line and level clastomeric bearing confforming ot IRC : 83 (Part-II) section IX and clause 1987 of MORTH specificatious complete as per drawing and rechical specifications including all accessories

Supply fitting & fixing for fabrication, erection, hoisting in position structural steel work in R.S joist. Channel, Angle. Tcc, flat, plate, lattice member. Bbuill up compound section in column. Grinder, stair case. Or truss including cost of gusset plates, holding down bots, anchor plates at all liceight and depths, boiling, welding with applyinga prime coatof red lead pain all complete as per aproved drawing, building specification and direction of E/I.

Providing and fixing including nuts and washers complete.

Cement Plaster 1:3 (1 Cement : 3 Coarse sand) finished with a floating coat of neat cement.

12mm Cement Plaster

Providing 2 coats of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper scaffolding, curing and taxes all complete as per building specification and direction of E/I.

Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M.S. angles as verticals at 1.5 M c/c and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete.

Providing and laying of strip expeansion joint catering to maximum horizontal movement of 70mm, complete as per approved drawing and standard specifications to be installed by the manufacturer/ supplier or their authorized representative ensuring.

(B) Dewatering

Bailing out water using 20 HP Diesel engine and 4 Nos pump set including all cost of ffuel, conveyance charges, labour charges, installation and all sundry carges and dismantling the same after completion of the work etc. complete

Steel Floating barge at Ganga River (25mtrX 8mtr) with electromechanical item

National Highway crossing

Manufacturing, providing and supplying spirally welded / ERW/ SAW / fabricated M. S. pipes (Commercial Quality) including procurements of plates, gas cutting to required size rolling, tack welding assembling in suitable lengths to form pipes, welding on automatic welding machine and forming ‘V’ edge on both ends of pipes including railway freight, insurance, unloading from railway wagon, loading into truck, transport to stores, unloading, stacking, excluding GST levied by GOI & GOM in all respect etc. complete as per IS - 3589 and IS-5504 as applicable as per specifications (No negative tolerance in thickness is permissible).

B) 406.00 mm dia (O.D.) Thickness of pipe 9.50 mm (for Casting of Distribution pipe line Dia. 250 mm)

Installation of product pipe by guided auger boring method including making of entry and exit pits all related civil works like exavation, shoring/strutting etc shielded excavation through auger boring process lowering of pipe segements in the jacketing pit laying and jointing of product pipe line through jacking process from the jacking pit and restroration of site after project completion as per the instruction of the E/I all complete except the cost of the pipe average cover of 1.5m depth below GL(upto 100m installation lenght)

a) 200 mm to 499 mm dia MS pipe

Providing and applying primer first coat of intertol 49 W emaline 05/58 pipe coat or any other equivalent approved paint to the internal surface of pipe line at site.

2) For 406.00 mm dia

Total

a) First coat

b) Second coat

State Highway crossing

Manufacturing, providing and supplying spirally welded / ERW/ SAW / fabricated M. S. pipes (Commercial Quality) including procurements of plates, gas cutting to required size rolling, tack welding assembling in suitable lengths to form pipes, welding on automatic welding machine and forming ‘V’ edge on both ends of pipes including railway freight, insurance, unloading from railway wagon, loading into truck, transport to stores, unloading, stacking, excluding GST levied by GOI & GOM in all respect etc. complete as per IS - 3589 and IS-5504 as applicable as per specifications (No negative tolerance in thickness is permissible).

B) 406.00 mm dia (O.D.) Thickness of pipe 9.50 mm (for Casting of Distribution pipe line Dia. 250 mm)

Installation of product pipe by guided auger boring method including making of entry and exit pits all related civil works like exavation, shoring/strutting etc shielded excavation through auger boring process lowering of pipe segements in the jacketing pit laying and jointing of product pipe line through jacking process from the jacking pit and restroration of site after project completion as per the instruction of the E/I all complete except the cost of the pipe average cover of 1.5m depth below GL(upto 100m installation lenght)

a) 200 mm to 499 mm dia MS pipe

Providing and applying primer first coat of intertol 49 W emaline 05/58 pipe coat or any other equivalent approved paint to the internal surface of pipe line at site.

2) For 406.00 mm dia

Total

a) First coat

b) Second coat

Railway crossing

Manufacturing, providing and supplying spirally welded / ERW/ SAW / fabricated M. S. pipes (Commercial Quality) including procurements of plates, gas cutting to required size rolling, tack welding assembling in suitable lengths to form pipes, welding on automatic welding machine and forming ‘V’ edge on both ends of pipes including railway freight, insurance, unloading from railway wagon, loading into truck, transport to stores, unloading, stacking, excluding GST levied by GOI & GOM in all respect etc. complete as per IS - 3589 and IS-5504 as applicable as per specifications (No negative tolerance in thickness is permissible).

B) 406.00 mm dia (O.D.) Thickness of pipe 9.50 mm (for Casting of Distribution pipe line Dia. 250 mm)

Installation of product pipe by guided auger boring method including making of entry and exit pits all related civil works like exavation, shoring/strutting etc shielded excavation through auger boring process lowering of pipe segements in the jacketing pit laying and jointing of product pipe line through jacking process from the jacking pit and restroration of site after project completion as per the instruction of the E/I all complete except the cost of the pipe average cover of 1.5m depth below GL(upto 100m installation lenght)

a) 200 mm to 499 mm dia MS pipe

Providing and applying primer first coat of intertol 49 W emaline 05/58 pipe coat or any other equivalent approved paint to the internal surface of pipe line at site.

2) For 406.00 mm dia

Total

a) First coat

b) Second coat

Taking out 600mm Dia raw water rising main due to change of land of W,.T.P.

05 Years Operation & Maintenance

Operation and Maintenance for 1st Year

Operation and Maintenance for 2nd Year

Operation and Maintenance for 3rd Year

Operation and Maintenance for 4th Year

Operation and Maintenance for 5th Year

Add 18% GST

Add 1% Labour Cess

Shiv Jyoti Enterprises (BID ID -615682)