Bagbera- Piped Water Supply Scheme with Operation and Maintenance for 5 Years under D.W and S Division, Jamshedpur on turn key basis.

Amount

Remaining work of Intake Well ystem with Approch Bridge and circular pump House

Providing designation 75 A brick work in CM 1:6 in superstructure with approved quality of clean coarse sand of F.M 2 to 2.5 including providing 10 mm thick mortar joints, costs of screening, materials, scaffolding, racking out joints to 15 mm depth curing, taxes and royalty all complete asper building specification & direction of E/I upto 3 M

Supplying fitting and fixing collapsible gate of approved size and make properly fabricated with verticle double channel 20*10*2mm at 100 mm. centres and braced with M.S. flat diagonals 20*3mm with top and bottom rails of T. iro 40*40*6 mm with 38 mmm diaa steel pulleys complete with bolts, nuts, locking arrengaments, stopperes, handles, including appying aprimer coat of red lead paint, car riage, hoising and taxesall complete as per building specificatioons and direction E/I

Providing 12mm cement plaster (1:6) with clean coarse sand of FM 1.5 including Screening, curing with all leads & lifts of water

Providing 19mm water proof cement plaster (1:3) with clean coarse sand of FM 1.5 including Screening, curing with all leads & lifts of water Lift upto 3M

Lift 3m to 6m

Providing 2 coats of oil bound distemper..

Providing 2 coats of Snowcem of approved shade…

Providing & fixing MS ladder 0.50m wide consisting of 75X10mm MS flats

Supplying equipment and labour for back filling the excavated earth…

Providing & fixing GI pipe railing of 1m height consisting of 50X50X6mm thick MS angle as vertical at 1.5m

carriage of materials . 1)Sand (55 Km)

2)Cement (10 Km)

3)Bricks (10 Km)

Pipe Support for Laying of Rising Pipe 1. Earthwork in excavation in foundation isolated footing trenches in hard soil (Class B) and disposal of excavated earth as obtained to a distance of 50m. including all lift, leveling, ramming the foundation trenches. Removing roots of trees, shrubs all complete as per specification of E/I

2. 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.

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

4. Providing P.C.C. M-150 with nominal mix of (1:3:6) in foundation with approved quality of stone metal grade-III (50mm to 25mm) size, clean coarse sand of F.M. (2.5 to 3.0) including screening, shuttering, mixing cement concrete in mixer, and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I.

5. Providing RCC (M200) (1:2:4) in band at plinth level with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of FM (2.5 to 3) including curing, shuttering, mixing cement concrete in mixer and placing in position vibrating striking curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/I

6. Providing TMT bar reinforcement (tor steel) as per approved design drawing, removal of rust, cutting, bending, blinding, including supplying annealed wire, placing M.S. Rods in position all complete job as per specification and direction of E/I. (For column 1% of RCC Qty.)

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

Remaining work of RAW WATER PUMPING MACHINERY AND ELECTROMECHANICAL EQUIPMENT FOR RAW WATER

Supplying of cable jointing kit of 33 KV grade Indoor suitable for 400 and 185 mm2 Al cable [+102 other charge]

Supply, Installation, testing & commissioning of whole earthing protection system complete in all respect with maintenance free earthing with copper plate 600 mm x 600mm x 3mm thick including accessories and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc having soil treatment material ( but with charcoal works part -1, Internal - 2005 and IS : 3043-1987. Earthing shall be continuously less than 2 ohms throughout the warrantee period. Copper plate should have conductivity greater then 95 % and Providing & fixing 25mm x 3mm copper strip in 40mm size medium class G.I pipe from earth electrode in ground to desired equipments/panel, as requied, Copper strip should have conductivity greater than 95 %

Making supplying of M.S. pipe 14'' dia short piece required size of bend with flange & nut bolt, packing etc in suction side

POWER TRANSFORMER

Installation, testin and commissioning of pump motor, power transformer, HT panel sluice valve, NR valve dismentalling joint, short plece etc and laying of cable jointing making earth pit etc as per scope of work mentioned above and as per direction of Engineer in charge.

Lightening Arrester installation of lightening Arrester over pump house and electric substation for Raw Water pumpin plant as per IE rule

Remining work of CLEAR WATER PUMPING MACHINERY AND ELECTRO MECHANICAL EQUIPMENTS FOR CLEAR WATER

supplying installation testing and commissioning of whole earthing protection system complete in all respect with maintenance free earthing with copper plate 600 mm x 600 mm x 300 mm thick including accessories etc..

Making supplying of M.S pipe 10" dia short piece required size of bend with flange & nut bolts packing etc. in suction side

Power transformer installation testing and commissioning of pump motor ,power transformer HT panel,sluice valve , NR valve,dismantlling joint,short piece etc.. And laying of cable jointing making earth pit etc as per scope of work mentioned above and as per direction of engineer in charge

Lightening arrestor & installation

cost of 3 T triple spur type chain pulley block suitable as below with 6 m lift complete with load chain and hand chain suitable for above lift,tested to 50 % over load as per IS 3832 carry ISI etc.. All complete .

providing erecting and commissioning single girder hand operated circuler /rectangular type travelling crane with 6 m lift complete with 5 t triple spur type chain pulley block ISI marked and travelling trolley both tested for 50 % over load including arrangement for longitudinal travel/circular travel and cross travell with wheel hand chain etc.. complete span above 6 m up to 8 m as per IS 3832 carry ISI etc.. all complete job

TRANSMISSION MAIN (Raw Water & clear water conveying main) Providing 700 mm dia DI K-9 Transmission main including supply, delivery,Laying jointing and all appurtenances from Intake well to WTP A) Materail Component Supply and delievry of centrifugally cast (Spun) Ductile iron pressure pipes for water, gas sewage with Socket & Spigot ends conforming to IS 8329/2000 in standard working lengths of 4,5,5.5 and 6m or classification K9 suitable for push on joints (Rubber gasket D joining) with cement mortor lining inside the pipes with outside zinc coating, rates are ex-factory including 200 km carriage, taxes and duties with rubber gasket. for 700 mm dia DI K9 pipe line

Providng and supplying ISI standard DI special and fitting with sealing rubber gasket of SBR complete with cast iron follower gland and MS nut bolts coated or otherwise protected from rusting and suitable for DI pipes including cost of labour, material and transportation to stores/site loading unloading including all taxes etc complete as per IS-9523 5% of pipe cost for 700 dia DI pipe line

providing double flanged sluice values conforming to IS-2906/14846 including worm gear arrangement as per test pressure stainless steel spindle, caps, including all taxes, transportation etc complete Sluice value PN 1.6 (without bypass arrangement) 700 mm dia values for sectionalisation

providing and supplying air values as per IS 14845/2000 and MJP standard specification double orifice type combined with isolating sluice values mounted in horizontal position and operated by whell gearing small orific elastic ball resting on a gun metal orific nipple large orific vulcanite ball seating on moulded seat ring infet face and drilled including all taxes (central and local) insurance third party inspection charges loading unloading transportation upto departmental stores/site etc complete Air value Double Ball flanged Type PN 1.6 100 mm dia air value

Providing and supplying ISI mark CI DF reflex values (non-returnvalues) of followiing dia including all taxes (central and local) railway freight inspection charges unloading from railway wagon loading into truck transportation stacking etc complete reflux values as per IS 5312 Part 1 700 mm 1984 with by pass arrangement PN 1.6

B) Civil Component Supplying tools and cutting road as well restoring the same as per specification and direction of E/I (A) Pucca road (except black top only taken out material to be used) for cutting road as per requirment

(B) Witer Bound macadam road (taken out material will be used) for cutting road as per requirment

Dismentling plain cement or lime concrete work including stacking serviceable material in countable stacks within 15 m lead and disposal of unserviceable material with all leads all complete as per direction E/I

Earthwork in excavation (As per IS 3114/1965 for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipes with disposal of excavated earth within initial lead and lift as per specification and direction of Engineer in Charge Class B 60% of EW

Earthwork in excavation of foundation trenches as per design section in ordinary or soft rock (where blasting is not required) and disposal of excavated material so obtained (50 mm away from the edge of the trenches) with initial lead of 150 m and initial lift of 1.5 m as per specification and direction of E/I class C with

Providing coarse clean local sand in filling in foundation trenches or in pipe laying including ramming and watering in layers not exceeding 150 mm thick with all leads and lifts including cost of all material labour royalty and taxes all complete as per specification and direction of E/I (mode of measurement compacted volume)

Lowering laying and jointing SSR ruber gaskets S/S pipes D L K-9 of variours classes with CI/MS species of following diameter in proper position grade and alignment conveyance of material from stores to site of joining materials and rubber rings labour giving hydraulic testing etc complete Note Only SBR Rubber gaskets to be used as per IS- 5382 and IS 12820 for 700 mm dia Di K9 pipe line

Supplying labour and tools for fixing CI/DI sluice values in trenches with a pair of CI/DI tail piece, including making lead caulked joints and falanged joints as per ISS sppecification including supplying all joining material (Pig lead confirming to ISS 82-1978, yarn confirming to ISS 6587-1972 and nuts and bolts confirming to 1364-1983) including driling holes in flanges if required as per IS specification and direction of EI 700 mm dia NR values

700 mm dia values for specification

400 mm dia values for scour

Lowering laying and fixing in proper alignment and position all types of DI/CI air values as directed by Engineer in charge including cost of conveyance from stores to site of work cost of all material and giving satisfactory hydraulic testing etc complete ( for all class of values) Air value Double Ball (PN - and PN 1.6) 100 mm dia air values

construction of brick masonory values chamber as per annexture 700 mm dia NR value chamber(1.5 x 1.2 x 1.90 m

400 mm dia value chamber(1.2 x 0.9 x 1.50 m

providing PCC M150 in nominal mix (1:2:3) in foundation with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of FM 2.5 to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing taxes and royalty all complete as per building specification and direction of Engineer in charge

Earthwork in backfilling the trenches after laying different types and sizes of pipes with earthremoved during excavation withiin initial lead and lift as per specification and direction of Engineer in charge (For classification for soil item A&B) 85% E/W

Construction of Thrust Block

Hydraulic testing of laid pipe

Providing 350 mm dia DI K-9 Transmission main including supply, delivery,Laying jointing and all appurtenances from J4 to OHT4 A) Materail Component Supply and delievry of centrifugally cast (Spun) Ductile iron pressure pipes for water, gas sewage with Socket & Spigot ends conforming to IS 8329/2000 in standard working lengths of 4,5,5.5 and 6m or classification K9 suitable for push on joints (Rubber gasket D joining) with cement mortor lining inside the pipes with outside zinc coating, rates are ex-factory including 200 km carriage, taxes and duties with rubber gasket. for 350 mm dia DI K9 pipe line

Providng and supplying ISI standard DI special and fitting with sealing rubber gasket of SBR complete with cast iron follower gland and MS nut bolts coated or otherwise protected from rusting and suitable for DI pipes including cost of labour, material and transportation to stores/site loading unloading including all taxes etc complete as per IS-9523 5% of pipe cost for 350 dia DI pipe line

providing double flanged sluice values conforming to IS-2906/14846 including worm gear arrangement as per test pressure stainless steel spindle, caps, including all taxes, transportation etc complete Sluice value PN 1.6 (without bypass arrangement) 350 mm dia values for sectionalisation

providing and supplying air values as per IS 14845/2000 and MJP standard specification double orifice type combined with isolating sluice values mounted in horizontal position and operated by whell gearing small orific elastic ball resting on a gun metal orific nipple large orific vulcanite ball seating on moulded seat ring infet face and drilled including all taxes (central and local) insurance third party inspection charges loading unloading transportation upto departmental stores/site etc complete Air value Double Ball flanged Type PN 1.6 100 mm dia air value

80 mm dia air value

B) Civil Component Supplying tools and cutting road as well restoring the same as per specification and direction of E/I (A) Pucca road (except black top only taken out material to be used) for cutting road as per requirment

(B) Witer Bound macadam road (taken out material will be used) for cutting road as per requirment

Dismentling plain cement or lime concrete work including stacking serviceable material in countable stacks within 15 m lead and disposal of unserviceable material with all leads all complete as per direction E/I

Earthwork in excavation (As per IS 3114/1965 for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipes with disposal of excavated earth within initial lead and lift as per specification and direction of Engineer in Charge Class B 60% of EW

Earthwork in excavation of foundation trenches as per design section in ordinary or soft rock (where blasting is not required) and disposal of excavated material so obtained (50 mm away from the edge of the trenches) with initial lead of 150 m and initial lift of 1.5 m as per specification and direction of E/I class C with

Providing coarse clean local sand in filling in foundation trenches or in pipe laying including ramming and watering in layers not exceeding 150 mm thick with all leads and lifts including cost of all material labour royalty and taxes all complete as per specification and direction of E/I (mode of measurement compacted volume)

Lowering laying and jointing SSR ruber gaskets S/S pipes D L K-9 of variours classes with CI/MS species of following diameter in proper position grade and alignment conveyance of material from stores to site of joining materials and rubber rings labour giving hydraulic testing etc complete Note Only SBR Rubber gaskets to be used as per IS- 5382 and IS 12820 for 350 mm dia Di K9 pipe line

Supplying labour and tools for fixing CI/DI sluice values in trenches with a pair of CI/DI tail piece, including making lead caulked joints and falanged joints as per ISS sppecification including supplying all joining material (Pig lead confirming to ISS 82-1978, yarn confirming to ISS 6587-1972 and nuts and bolts confirming to 1364-1983) including driling holes in flanges if required as per IS specification and direction of EI 350 mm dia valves sectionalization

Lowering laying and fixing in proper alignment and position all types of DI/CI air values as directed by Engineer in charge including cost of conveyance from stores to site of work cost of all material and giving satisfactory hydraulic testing etc complete ( for all class of values) Air value Double Ball (PN - and PN 1.6) 100 mm dia air values

construction of brick masonory values chamber as per annexture 350 mm dia value chamber(1.2 x 0.9 x 1.50 m

providing PCC M150 in nominal mix (1:2:3) in foundation with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of FM 2.5 to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing taxes and royalty all complete as per building specification and direction of Engineer in charge

Earthwork in backfilling the trenches after laying different types and sizes of pipes with earthremoved during excavation withiin initial lead and lift as per specification and direction of Engineer in charge (For classification for soil item A&B) 85% E/W

Construction of Thrust Block

Hydraulic testing of laid pipe

Providing 600 mm dia DI K-9 Transmission main including supply, delivery,Laying jointing and all appurtenances from J4 to J3 A) Materail Component Supply and delievry of centrifugally cast (Spun) Ductile iron pressure pipes for water, gas sewage with Socket & Spigot ends conforming to IS 8329/2000 in standard working lengths of 4,5,5.5 and 6m or classification K9 suitable for push on joints (Rubber gasket D joining) with cement mortor lining inside the pipes with outside zinc coating, rates are ex-factory including 200 km carriage, taxes and duties with rubber gasket. for 600 mm dia DI K9 pipe line

Providng and supplying ISI standard DI special and fitting with sealing rubber gasket of SBR complete with cast iron follower gland and MS nut bolts coated or otherwise protected from rusting and suitable for DI pipes including cost of labour, material and transportation to stores/site loading unloading including all taxes etc complete as per IS-9523 5% of pipe cost for 600 dia DI pipe line

providing double flanged sluice values conforming to IS-2906/14846 including worm gear arrangement as per test pressure stainless steel spindle, caps, including all taxes, transportation etc complete Sluice value PN 1.6 (without bypass arrangement) 300 mm dia valves for scour

providing and supplying air values as per IS 14845/2000 and MJP standard specification double orifice type combined with isolating sluice values mounted in horizontal position and operated by whell gearing small orific elastic ball resting on a gun metal orific nipple large orific vulcanite ball seating on moulded seat ring infet face and drilled including all taxes (central and local) insurance third party inspection charges loading unloading transportation upto departmental stores/site etc complete Air value Double Ball flanged Type PN 1.6 100 mm dia air value

80 mm dia air value

B) Civil Component Supplying tools and cutting road as well restoring the same as per specification and direction of E/I (A) Pucca road (except black top only taken out material to be used) for cutting road as per requirment

(B) Witer Bound macadam road (taken out material will be used) for cutting road as per requirment

Dismentling plain cement or lime concrete work including stacking serviceable material in countable stacks within 15 m lead and disposal of unserviceable material with all leads all complete as per direction E/I

Earthwork in excavation (As per IS 3114/1965 for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipes with disposal of excavated earth within initial lead and lift as per specification and direction of Engineer in Charge Class B 60% of EW

Earthwork in excavation of foundation trenches as per design section in ordinary or soft rock (where blasting is not required) and disposal of excavated material so obtained (50 mm away from the edge of the trenches) with initial lead of 150 m and initial lift of 1.5 m as per specification and direction of E/I class C with

Providing coarse clean local sand in filling in foundation trenches or in pipe laying including ramming and watering in layers not exceeding 150 mm thick with all leads and lifts including cost of all material labour royalty and taxes all complete as per specification and direction of E/I (mode of measurement compacted volume)

Lowering laying and jointing SSR ruber gaskets S/S pipes D L K-9 of variours classes with CI/MS species of following diameter in proper position grade and alignment conveyance of material from stores to site of joining materials and rubber rings labour giving hydraulic testing etc complete Note Only SBR Rubber gaskets to be used as per IS- 5382 and IS 12820 for 600 mm dia Di K9 pipe line

Supplying labour and tools for fixing CI/DI sluice values in trenches with a pair of CI/DI tail piece, including making lead caulked joints and falanged joints as per ISS sppecification including supplying all joining material (Pig lead confirming to ISS 82-1978, yarn confirming to ISS 6587-1972 and nuts and bolts confirming to 1364-1983) including driling holes in flanges if required as per IS specification and direction of EI 300 mm dia valves for scour

Lowering laying and fixing in proper alignment and position all types of DI/CI air values as directed by Engineer in charge including cost of conveyance from stores to site of work cost of all material and giving satisfactory hydraulic testing etc complete ( for all class of values) Air value Double Ball (PN - and PN 1.6) 100 mm dia air valves

80 mm dia air value

construction of brick masonory values chamber as per annexture 600 mm dia valves chamber(1.5 x 1.2 x 1.90 m

300 mm dia valves chamber(1.2 x 0.9 x 1.50 m

providing PCC M150 in nominal mix (1:2:3) in foundation with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of FM 2.5 to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing taxes and royalty all complete as per building specification and direction of Engineer in charge

Earthwork in backfilling the trenches after laying different types and sizes of pipes with earthremoved during excavation withiin initial lead and lift as per specification and direction of Engineer in charge (For classification for soil item A&B) 85% E/W

Construction of Thrust Block

Hydraulic testing of laid pipe

Providing 300 mm dia DI K-9 Transmission main including supply, delivery,Laying jointing and all appurtenances from J3 to OHT5 A) Materail Component Supply and delievry of centrifugally cast (Spun) Ductile iron pressure pipes for water, gas sewage with Socket & Spigot ends conforming to IS 8329/2000 in standard working lengths of 4,5,5.5 and 6m or classification K9 suitable for push on joints (Rubber gasket D joining) with cement mortor lining inside the pipes with outside zinc coating, rates are ex-factory including 200 km carriage, taxes and duties with rubber gasket. for 300 mm dia DI K9 pipe line

Providng and supplying ISI standard DI special and fitting with sealing rubber gasket of SBR complete with cast iron follower gland and MS nut bolts coated or otherwise protected from rusting and suitable for DI pipes including cost of labour, material and transportation to stores/site loading unloading including all taxes etc complete as per IS-9523 5% of pipe cost for 300 dia DI pipe line

providing double flanged sluice values conforming to IS-2906/14846 including worm gear arrangement as per test pressure stainless steel spindle, caps, including all taxes, transportation etc complete Sluice value PN 1.6 (without bypass arrangement) 300 mm dia values for sectionalisation

300 mm dia values for scour

providing and supplying air values as per IS 14845/2000 and MJP standard specification double orifice type combined with isolating sluice values mounted in horizontal position and operated by whell gearing small orific elastic ball resting on a gun metal orific nipple large orific vulcanite ball seating on moulded seat ring infet face and drilled including all taxes (central and local) insurance third party inspection charges loading unloading transportation upto departmental stores/site etc complete Air value Double Ball flanged Type PN 1.6 100 mm dia air value

B) Civil Component Supplying tools and cutting road as well restoring the same as per specification and direction of E/I (A) Pucca road (except black top only taken out material to be used) for cutting road as per requirment

(B) Witer Bound macadam road (taken out material will be used) for cutting road as per requirment

Dismentling plain cement or lime concrete work including stacking serviceable material in countable stacks within 15 m lead and disposal of unserviceable material with all leads all complete as per direction E/I

Earthwork in excavation (As per IS 3114/1965 for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipes with disposal of excavated earth within initial lead and lift as per specification and direction of Engineer in Charge Class B 60% of EW

Earthwork in excavation of foundation trenches as per design section in ordinary or soft rock (where blasting is not required) and disposal of excavated material so obtained (50 mm away from the edge of the trenches) with initial lead of 150 m and initial lift of 1.5 m as per specification and direction of E/I class C with

Providing coarse clean local sand in filling in foundation trenches or in pipe laying including ramming and watering in layers not exceeding 150 mm thick with all leads and lifts including cost of all material labour royalty and taxes all complete as per specification and direction of E/I (mode of measurement compacted volume)

Lowering laying and jointing SSR ruber gaskets S/S pipes D L K-9 of variours classes with CI/MS species of following diameter in proper position grade and alignment conveyance of material from stores to site of joining materials and rubber rings labour giving hydraulic testing etc complete Note Only SBR Rubber gaskets to be used as per IS- 5382 and IS 12820 for 300 mm dia Di K9 pipe line

Supplying labour and tools for fixing CI/DI sluice values in trenches with a pair of CI/DI tail piece, including making lead caulked joints and falanged joints as per ISS sppecification including supplying all joining material (Pig lead confirming to ISS 82-1978, yarn confirming to ISS 6587-1972 and nuts and bolts confirming to 1364-1983) including driling holes in flanges if required as per IS specification and direction of EI 300 mm dia values for specification

300 mm dia values for scour

Lowering laying and fixing in proper alignment and position all types of DI/CI air values as directed by Engineer in charge including cost of conveyance from stores to site of work cost of all material and giving satisfactory hydraulic testing etc complete ( for all class of values) Air value Double Ball (PN - and PN 1.6) 100 mm dia air values

construction of brick masonory values chamber as per annexture 300 mm dia value chamber(1.2 x 0.9 x 1.50 m

providing PCC M150 in nominal mix (1:2:3) in foundation with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of FM 2.5 to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing taxes and royalty all complete as per building specification and direction of Engineer in charge

Earthwork in backfilling the trenches after laying different types and sizes of pipes with earthremoved during excavation withiin initial lead and lift as per specification and direction of Engineer in charge (For classification for soil item A&B) 85% E/W

Construction of Thrust Block

supplying labours,tools and tackles for testing of laid CI/DI pipe up 60 mtr. Head of water..300 mm dia

Providing 500 mm dia DI K-9 Transmission main including supply, delivery,Laying jointing and all appurtenances from J2 to J1 A) Materail Component Supply and delievry of centrifugally cast (Spun) Ductile iron pressure pipes for water, gas sewage with Socket & Spigot ends conforming to IS 8329/2000 in standard working lengths of 4,5,5.5 and 6m or classification K9 suitable for push on joints (Rubber gasket D joining) with cement mortor lining inside the pipes with outside zinc coating, rates are ex-factory including 200 km carriage, taxes and duties with rubber gasket. for 500 mm dia DI K9 pipe line

Providng and supplying ISI standard DI special and fitting with sealing rubber gasket of SBR complete with cast iron follower gland and MS nut bolts coated or otherwise protected from rusting and suitable for DI pipes including cost of labour, material and transportation to stores/site loading unloading including all taxes etc complete as per IS-9523 5% of pipe cost for 500 dia DI pipe line

providing double flanged sluice values conforming to IS-2906/14846 including worm gear arrangement as per test pressure stainless steel spindle, caps, including all taxes, transportation etc complete Sluice value PN 1.6 (without bypass arrangement) 500 mm dia values for sectionalisation

300 mm dia values for scour

providing and supplying air values as per IS 14845/2000 and MJP standard specification double orifice type combined with isolating sluice values mounted in horizontal position and operated by whell gearing small orific elastic ball resting on a gun metal orific nipple large orific vulcanite ball seating on moulded seat ring infet face and drilled including all taxes (central and local) insurance third party inspection charges loading unloading transportation upto departmental stores/site etc complete Air value Double Ball flanged Type PN 1.6 100 mm dia air value

B) Civil Component Supplying tools and cutting road as well restoring the same as per specification and direction of E/I (A) Pucca road (except black top only taken out material to be used) for cutting road as per requirment

(B) Witer Bound macadam road (taken out material will be used) for cutting road as per requirment

Dismentling plain cement or lime concrete work including stacking serviceable material in countable stacks within 15 m lead and disposal of unserviceable material with all leads all complete as per direction E/I

Earthwork in excavation (As per IS 3114/1965 for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipes with disposal of excavated earth within initial lead and lift as per specification and direction of Engineer in Charge Class B 60% of EW

Earthwork in excavation of foundation trenches as per design section in ordinary or soft rock (where blasting is not required) and disposal of excavated material so obtained (50 mm away from the edge of the trenches) with initial lead of 150 m and initial lift of 1.5 m as per specification and direction of E/I class C with

Providing coarse clean local sand in filling in foundation trenches or in pipe laying including ramming and watering in layers not exceeding 150 mm thick with all leads and lifts including cost of all material labour royalty and taxes all complete as per specification and direction of E/I (mode of measurement compacted volume)

Lowering laying and jointing SSR ruber gaskets S/S pipes D L K-9 of variours classes with CI/MS species of following diameter in proper position grade and alignment conveyance of material from stores to site of joining materials and rubber rings labour giving hydraulic testing etc complete Note Only SBR Rubber gaskets to be used as per IS- 5382 and IS 12820 for 500 mm dia Di K9 pipe line

Supplying labour and tools for fixing CI/DI sluice values in trenches with a pair of CI/DI tail piece, including making lead caulked joints and falanged joints as per ISS sppecification including supplying all joining material (Pig lead confirming to ISS 82-1978, yarn confirming to ISS 6587-1972 and nuts and bolts confirming to 1364-1983) including driling holes in flanges if required as per IS specification and direction of EI 500 mm dia values for specification

300 mm dia values for scour

Lowering laying and fixing in proper alignment and position all types of DI/CI air values as directed by Engineer in charge including cost of conveyance from stores to site of work cost of all material and giving satisfactory hydraulic testing etc complete ( for all class of values) Air value Double Ball (PN - and PN 1.6) 100 mm dia air values

construction of brick masonory values chamber as per annexture 500 mm dia NR value chamber(1.5 x 1.2 x 1.90 m

500 mm dia value chamber(1.2 x 0.9 x 1.5 m

providing PCC M150 in nominal mix (1:2:3) in foundation with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of FM 2.5 to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing taxes and royalty all complete as per building specification and direction of Engineer in charge

Earthwork in backfilling the trenches after laying different types and sizes of pipes with earthremoved during excavation withiin initial lead and lift as per specification and direction of Engineer in charge (For classification for soil item A&B) 85% E/W

Construction of Thrust Block

Hydraulic testing of laid pipe

Water Treatment Plant 38.149% remaining work of WTP 37 MLD Designing (aesthetically), Providing constructing and commissioning conventional water treatment plant consisting of all civil, mechanical and electrical works including cost of providing and applying epoxy paint to iside surface of water retaining structures in contact with chlorine and providing anti-termite treatment to entire structure below ground level, mechanical and electrical components of various sub-work as given below, including necessary hydraulic testing, structural testing, equipment testing and trail run for a period of 3 months, etc. complete as directed by Engineer-in-charge (turn-key job).

Aeration fountain-plan area not less than 0.625 square metre per MLD

Ventury flume-with necessary devices, conisting of simple mechanical indicator. (Pedestal type gauge)

Flash Mixer-Rapid mixing device, detention time 60 Seconds to give velocity gradient 300 to 400 sec-1, vane mixer type conforming to I.S. 7090 OF 1985.

Flocculator-conforming to I.S. 7208-1974 (Type-C) with detention period of 30 minutes.

Clarifier-Horizontal flow circular tank, detention period 2-5 hours, overflow rate 30 cubic metre per square metre per day (to be specified), weir loading not more than 300 cubic metre per metre per day, with mechanical sludge scraper conforming to I.S. No.-10313-1982 with necessary inlet arrangments.

Rapid sand filters and filter house - filter designed for filteration rate of 5,000 litres per square metre per hour, minium 2 beds for plant upto 10 MLD, for larger plants as specified, filters to be located in filter house with roof slab, pipe gallery and platform minium 5.5 metre in width with constant rate filtration or declining.

Filtter Sand - Effective size 0.45 to 0.70 mm, uniformity coefficient not more than 1.7, nor less than 1.3, depth of water over sand 0.75 M, free board 50 cm, gravel 0.45 M in depth, sand and gravel conforming to I.S. 8494(i)77, backwash by air wash, standard appurtenance (to be specified)m rate of flow controller, filter gauge, sand expansion guage, etc.

Wash Water Tank - Capacity to be specified and suitable to supplywater to wash specified number of filter beds at tim 12 minutes @ 600 lit/sqm/min. under a headof 12m at under drain.

Wash Water Pumps-Capacity to fill water tank in 1 hour with 100% standby.

Air Blowers -Capable of delivering 600 LMP per square metre of free air, of filter area at 0.4 sq/sqcm at the underdrains (100% standby). For

Chemical House in Two Storeys Ground floor to accomnodate 7 days alum requirement and sundry storage. (Minium 4 m height) First floor to accommodate alum and lime tanks chain pulley block etc. (min. 5m height)

Solution tanks - minimum 3 tanks (one for preparation, second for dosing and third as standby), each tank capable of giving 8 hours maximum dose without interruption, minimum free board 0.30 M, trays for dissolving, level indicator, mechanical agitation devices, solution feed and drain lines, solution feed device (constant head device, strength of solution upto 10% only) conforming to I.S. 22 Part-1 1979.

Pure Water Sump and Sump House Capacity of sump - One hour of designed flow. Pump House -Pump house of required size over the sump or by the side Store House - Suitable for alum storage of three months and 7 days temporary storage, 7 days TCL requirement in mansoon with 20% extra capacity for other sundry articles Vacuum feed type chlorinators -Make to be approved by MJP.

Conforming to I.S. 10533 - A Part -II 1983. Rate for withdrawal Degree "C" 10,15,20,27 & Above

Chlorinator equipment and container room to conform to I.S. 10553 Part-I 1983 100% standby shall be provided By pass arrangements - C.I. or M.S. Pipes i) By passing all units - C.I. or M.S. Pipes. ii) By passing flash mixer, clariflocculator. iii) By passing flash mixer, cloriflocculator & filter units

Disposal of waste from WTP ; Safe disposal arrangment ot nearby nalla including cost of pipe. For WTP of capacity 30 mid and more additional arrangment for backwash water recycle shall be provided, Including sump, pumping machinary, rising main etc. complete.

Drainage arrangments to decant all units of WTP with CI Pipes upto boundary of each unit and further extension with RCC pipes to nearby nalla. Electrical installation - Both internal and external including entire plant area. Laboratory equipment - As per requirement (to be specified during tendering)

Sanitary blocks - Carpet area - 15 square metre minimum upto 25 Mld and 25 square metre above 25 Mld. Administrative block and internal road - To accommodate office room, chlorine room, laboratory room, panel board room, blower room etc. and WBM road to connect all units from main gate of plot.

Rates fiven below are inslusive of uplift pressure if any and dewatering during entire work. These rates are applicable for seismic zones 2, 3 and 4. All RCC structures shall be constructed in M-300

All pipes and conduits channel with 20% overloading capacity

Elevated Service Reservoir

Designing (aesthetically), and constructing RCC, elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 metres centre to centre for ESR having capacity upto 500 cum and not more than 6m c/c for ESRs having capacity above 500 Cum influding excavation in all types of strata, fundation concrete, cement plaster with water proofing compound to the inside face of the cntainer inluding refilling disposing off the surplus stuff within a lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pie assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as M.S. ladder, C.I. manhole frame and covers, water level indicators, lightening conductor, G.I. pipe railing around walk way and top slab providing spiral stair case from ground level to roof level, M.S. grill gate of 2M height with locking arrangment of approved design, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of cement paint to the structure roof slab, epoxy painting to internal surface and anit-termite treatment for underaround arts of the structure and givine

Notes The design of the structure be in accordance with relevant I.S. SPECIFICATION (I.S. 3370-2009 or revised) The design shall satisfy the stipulations as per I.S. 1893-1984 and I.S. 13920/1993 for seismic force and I.S.-11682/1985 for R.C.C. staging of overhead tanks.

For design having more than 6 columns, provision of internal bracing is obligatory. External bracings is also obligatory. The entire structure shall be in M-300 mix only.

Plain round mild steel bars grade-1 conforming to I.S. 432 part-1 or high yield strength deformed bars conforming to I.S. 1786 or I.S. 1139 shall be used, grade-II mild steel bars will not be allowed. Irrespective of the ype of foundation proposed in the design, one set of bracing be provided at the ground level.

These rates include providing M.S. ladder for E.S.Rs upto 2 lakh litres capacity and providing spiral staircase for E.S.R. above 2 lakh litres capacity. Staging shall have to be designed with stresses of M-200 concrete for ESR however all RCC construction should be done in M-300

These rates are including the cost of uplift pressure if any and entire deatering during execution.In case of water logging area where water is stretch at shallow depth, extra povision of dewatering shall be made as per site condition.

All conditions given in the Member Secretary's circular No MJP/TS-I/350/1668 dt. 2-8-97 and MJP/S-I/350/2127 dt-13-7-99 shall be strictly followed and additional cost, if any due to these conditions in included in the rates metioned below. 75% part rate shall be payable for reinforement concrete and plastering items of containers of ESR till satisfactory hydraulic testing for water tightness is given and till the work shall be treated as incomplete.

The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement, The scope of work, however, includes cost of erecting laying and jointing of pipes and valves including cost of jointing materials upto 5 M beybond cuter face of qutermost cloumn

For ESR upto 500 cum capacity D.I. double flanged pipes upto 300 mm dia shall be provided and C.I. specials shall be used . For ESR above 500 cum capacity D.I./M.S. pipe assembly with minium 8mm thickness upto 500 mm dia and minimum 10 mm thickness above 500 mm dia can be used with proper anti corrosive epoxy treatment from inside and outside.

Below mentioned rates are for foundations with individual footing with bearing capacity of 30 tonner per square metre. For raft foundations these rates shall be increased by 7.5% where safe bearing capacity (SBC) is 5 MT per sqm and by 5% where SBC is more than 5 MT/sqm and upto 10 MT/sqm this % of 5% or 7.5% is applicable for estimation of amount lumpsum item of ESR for extra item due to change from individual foundation to raft, actual increase in concrete and

The rate shall be increased by 30% for bearing piles upto depth of 10 M and for further increased in depth by 5M each, it shall be increased by another 10% These rates are applicable where raft is not feasible. For pile foundations sulphate resistant cement shall only be used. Single pile for the column in not permitted, group of piles shall be designed with pile cap for each column of ESR

The rates are applicable for staging height of 12 M these rates shall be increased or decreased for per metre variation in this staging height as below. 12 to 16 M Staging - 2% per mere 16 to 20 M staging - 3 % metre 20 M and above - 4% per metre For 17 M Staging height, percentage calculation will be 12 to 16 Mm -----4x2 = 8% 16 & 17 M -----1X3% Total = 11%

For 21 M staging height, percentage calculation will be like below:- 12 to 16 M ---------- 4x2 = 8% 16 to 20 M ------4X3% = 12% 20 & 21 m ------1x4%=4% Total = 24%

Following rates are for seismic zone III. For zoen-IV these rates shall be increased by 5% and for zone-II, these rates shall be decreased by 5% concerned Executive Engineer shall confirm the seismic zone for the scheme from seismic zones plan before estimation and adopt appropriate rates as per actual seismic zones (Seismic Maps attached in this CSR)

Note Conditions form Sr No- 1 to 11 shall form a part and parcel of the tender and must be included in the draft tender papers for works of R.C.C., E.S.R Conditions from Sr. No-12 to 17 are for estimation purpose only and shall not appear in the tender

940 KL CAPACITY AND 15.0 MT. STAGING, Parsudih APMC Remaining work - 1) Weather coat as per E/I ,Painting,white washing and color washing-02% (Three coat) 2) F/F of Valves including construction of B/M chamber - 3% 3) supplying, F/F of Lightening Conductor & Water Level Indicator-3% 4) Testing of the full hydraulic structure of elevated water tank-4% 5) On successful commissioning and test run to guarantee-10%

1750 KL CAPACITY AND 16 MT. STAGING, Matladih Remaining work - 1) Weather coat as per E/I ,Painting,white washing and color washing-02% (Three coat) 2) F/F of Valves including construction of B/M chamber - 3% 3) supplying, F/F of Lightening Conductor & Water Level Indicator-3% 4) Testing of the full hydraulic structure of elevated water tank-4% 5) On successful commissioning and test run to guarantee-10%

1750 KL CAPACITY AND 10 MT. STAGING, giddhijhopri Remaining work - 1) Finishing work with electrifiction, sanitation work of duty room-2% 1) Weather coat as per E/I ,Painting,white washing and color washing-02% (Three coat) 2) F/F of Valves including construction of B/M chamber - 3% 3) supplying, F/F of Lightening Conductor & Water Level Indicator-3% 4) Testing of the full hydraulic structure of elevated water tank-4% 5) On successful commissioning and test run to guarantee-10%

2000 KL CAPACITY AND 10 MT. STAGING, KARANDIH Remaining work - 1) Weather coat as per E/I ,Painting,white washing and color washing-02% (Three coat) 2) F/F of Valves including construction of B/M chamber - 3% 3) supplying, F/F of Lightening Conductor & Water Level Indicator-3% 4) Testing of the full hydraulic structure of elevated water tank-4% 5) On successful commissioning and test run to guarantee-10%

2000 KL CAPACITY AND 12.0 MT. STAGING,KITADIH Remaining work - 1) Weather coat as per E/I ,Painting,white washing and color washing-02% (Three coat) 2) F/F of Valves including construction of B/M chamber - 3% 3) supplying, F/F of Lightening Conductor & Water Level Indicator-3% 4) Testing of the full hydraulic structure of elevated water tank-4% 5) On successful commissioning and test run to guarantee-10%

Distribution Main Zone-01 Parsudih APMC (A) Material Component 1. Supply and delivery of centrifugally Cast (spun) Ductile iron pressure pipes for Water, gas sewage with Socket & Spigot ends conforming to I.S.8329/2000 in standard working lengths of 4,5, 5.5 and 6m for classification K7 suitable for Push on joint (Rubber gasket D.Jointing) with cement mortor lining inside the pipes with outside zinc coating, rates are ex-factory including carriage upto 200 Km.taxes and duties. For 100mm dia.DI K7 Pipe

For 150mm dia.DI K7 Pipe

For 250mm dia.DI K7 Pipe

2. Providing and supplying ISI standard D.I. specials and fitting with sealing rubber gasket of S.B.R. complete with Cast Iron follower gland and M.S. nut bolts coated or otherwise protected from rusting and suitable for D.I. pipes including cost of labour, meterial and transporatation to stores/site, loading, unloading including all taxes, etc. complete as per IS-9523 (10% of pipe cost) For upto 300mm dia. Pipe

3. Providing double flanged Sluice Valves conforming to IS-2906/14846 including worm gear arrangements as per test pressure, stainless steel spindle, caps, including all taxes transportation, etc.complete. Sluice Valve PN-1.6 (without bypass arrangement) a) 350 mm dia valves-for Sectionalisation

c) 250 mm dia valves-for Sectionalisation

e) 150 mm dia valves-for Sectionalisation

f) 100mm dia valves-for Sectionalisation

g) 80mm dia valves-for Scour

4. Providing and supplying Air Valves as per IS-14845/2000 and MJP's standard specifications double orifice type combined with isolating sluice valve, mounted in horizontal position and operated by wheel gearing, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including all taxes (Central and Local), insurance, third party inspection charges, loading, unloading, transportation upto departmental stores/sites, etc. complete. Air Valve Double Ball Flanged Type PN-1 100mm dia air valves

15 mm Air Valve

25 mm Air Valve

40 mm Air Valve

(B) Civil Component 5. Supplying tools and cutting road as well restoring the same as per specification and directions of E/I. (A) Pucca Road (except black top only taken out material to be used) for cutting road as per requirment.

(B) Water Bound Macadam Road (taken out material will be used) for cutting road as per requirement.

6. Dismentling plain cement or lime concrete work including stacking serviceable material in countable stacks within 15m lead and disposal of unserviceable materials with all leads all complete as per direction of E/I.

7. Earthwork in excavation (As per IS 3114/1965 for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of Engineer-in Charge. (Class B)

8. Earthwork in excavation of foundation trenches as per design section in ordinary or soft rock (where blasting is not required) and disposal of excavated materials so obtained (50m away from the edge of the trenches) with initial lead of 150m and initial lift 1.5m as per specification amd direction of E/I.

9. Providing coarse clean local sand in filling in foundation trenches or in plinth or in pipe laying 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 specification and direction of E/I (mode of measurement compacted volume)

10. Supplying labours, tools, tackles, lubricant etc. for laying and jointing C.I DI tyton pipes ( Class LA) trenches supplying rubber gasket (Rubber Gaskets confirming to I.S.S-5382-1969) and making gasket joints including providing night guard, barrier and red light to safe guard against accident, all complete. As per design, specification and direction of E/I. For 100mm dia.DI K7 Pipe

For 150mm dia.DI K7 Pipe

For 250mm dia.DI K7 Pipe

11. supplying labour and tools for fixing C.I/D.I sluice valve in trenches with a pair of C.I/D.I tail piece, including making lead caulked joints and flanged joint as per I.S.S. specification, including supplying all jointing materials (Pig lead confirming to I.S.S. 782-1978, yarn confirming to I.S.S. 6587-1972 and nuts and bolts confirming to I.S.S. 1364-1983 including drilling holes in flanges if required as per IS specification and direction of E/I. 350 mm dia valves-for Sectionlisation

250 mm dia valves-for Sectionlisation

150 mm dia valves-for Sectionlisation

100 mm dia valves-for Sectionlisation

g) 80mm dia valves-for Scour

12. Lowering, laying and fixing in proper alignment and position all types of D.I./C.I. air valves as directed by Engineer-in-Charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete (for all class of valves). Air Valve Double Ball (PN-1 and PN-1.6) 100 mm dia air valves

15 mm dia air valves(single ball)

25 mm dia air valves(single ball)

40 mm dia air valves(single ball)

14. Providing P.C.C M150 nominal mix of (1:2:4) in foundation 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 mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of Engineer-in-Charge.

15. Earthwork in backfilling the trenches after laying different types and sizes of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-Charge. (For classification for Soil item- A&B)

19. Providing & Constructing B.B masonry chamber with 15cm thick 1:3:6 masonary in CM (1:6) proprition precast RCC frame and cover as direction by EIC Meter Chamber of size 0.9 x 1.2cm internal size and depth upto 1.5 M with precast RCC slab cover

20. Supplying labours, tools and tackles for testing of laid C.I or U.P.V.C. or H.D.P.E. A.C. pressure pipe upto 60 m head of water all complete as per specification and direction of E/I. (Water to be supplied free of cost departmentally) For 100mm dia DI K7 pipe line

For 150mm dia DI K7 pipe line

For 250mm dia DI K7 pipe line

Zone-02 Matladih (A) Material Component 1. Supply and delivery of centrifugally Cast (spun) Ductile iron pressure pipes for Water, gas sewage with Socket & Spigot ends conforming to I.S.8329/2000 in standard working lengths of 4,5, 5.5 and 6m for classification K7 suitable for Push on joint (Rubber gasket D.Jointing) with cement mortor lining inside the pipes with outside zinc coating, rates are ex-factory including carriage upto 200 Km.taxes and duties. For 100mm dia.DI K7 Pipe

For 100mm dia.DI K7 Pipe

For 150mm dia.DI K7 Pipe

For 200mm dia.DI K7 Pipe

For 250mm dia.DI K7 Pipe

2. Provideing and supplying ISI standard D.I. specials and fitting with sealing rubber gasket of S.B.R. complete with Cast Iron follower gland and M.S. nut bolts coated or otherwise protected from rusting and suitable for D.I. pipes including cost of labour, meterial and transporatation to stores/site, loading, unloading including all taxes, etc. complete as per IS-9523 (10% of pipe cost) For upto 300mm dia. Pipe

3. Providing double flanged Sluice Valves conforming to IS-2906/14846 including worm gear arrangements as per test pressure, stainless steel spindle, caps, including all taxes transportation, etc.complete.

f) 100mm dia valves-for Sectionalisation

g) 80mm dia valves-for Scour

(B) Civil Component 5. Supplying tools and cutting road as well restoring the same as per specification and directions of E/I. (A) Pucca Road (except black top only taken out material to be used) for cutting road as per requirment.

(B) Water Bound Macadam Road (taken out material will be used) for cutting road as per requirement.

6. Dismentling plain cement or lime concrete work including stacking serviceable material in countable stacks within 15m lead and disposal of unserviceable materials with all leads all complete as per direction of E/I.

7. Earthwork in excavation (As per IS 3114/1965 for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of Engineer-in Charge. (Class B)

8. Earthwork in excavation of foundation trenches as per design section in ordinary or soft rock (where blasting is not required) and disposal of excavated materials so obtained (50m away from the edge of the trenches) with initial lead of 150m and initial lift 1.5m as per specification amd direction of E/I.

9. Providing coarse clean local sand in filling in foundation trenches or in plinth or in pipe laying 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 specification and direction of E/I (mode of measurement compacted volume)

10. Supplying labours, tools, tackles, lubricant etc. for laying and jointing C.I DI tyton pipes ( Class LA) trenches supplying rubber gasket (Rubber Gaskets confirming to I.S.S-5382-1969) and making gasket joints including providing night guard, barrier and red light to safe guard against accident, all complete. As per design, specification and direction of E/I. For 100mm dia.DI K7 Pipe

For 150mm dia.DI K7 Pipe

For 200mm dia.DI K7 Pipe

For 250mm dia.DI K7 Pipe

11. supplying labour and tools for fixing C.I/D.I sluice valve in trenches with a pair of C.I/D.I tail piece, including making lead caulked joints and flanged joint as per I.S.S. specification, including supplying all jointing materials (Pig lead confirming to I.S.S. 782-1978, yarn confirming to I.S.S. 6587-1972 and nuts and bolts confirming to I.S.S. 1364-1983 including drilling holes in flanges if required as per IS specification and direction of E/I. 500 mm dia valves-for Sectionlisation

100 mm dia valves-for Sectionlisation

80 mm mm dia valves-for Scour

13. Constructing Brick mationary valve chamber of size 1.20 meter X 1.5m as per enclosed

14. Providing P.C.C M150 nominal mix of (1:2:4) in foundation 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 mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of Engineer-in-Charge.

15. Earthwork in backfilling the trenches after laying different types and sizes of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-Charge. (For classification for Soil item- A&B)

20. Supplying labours, tools and tackles for testing of laid C.I or U.P.V.C. or H.D.P.E. A.C. pressure pipe upto 60 m head of water all complete as per specification and direction of E/I. (Water to be supplied free of cost departmentally) For 100mm dia DI K7 pipe line

For 150mm dia DI K7 pipe line

For 200mm dia DI K7 pipe line

For 250mm dia DI K7 pipe line

Zone-03 Giddhijhopri (A) Material Component 1. Supply and delivery of centrifugally Cast (spun) Ductile iron pressure pipes for Water, gas sewage with Socket & Spigot ends conforming to I.S.8329/2000 in standard working lengths of 4,5, 5.5 and 6m for classification K7 suitable for Push on joint (Rubber gasket D.Jointing) with cement mortor lining inside the pipes with outside zinc coating, rates are ex-factory including carriage upto 200 Km.taxes and duties. For 100mm dia.DI K7 Pipe

For 150mm dia.DI K7 Pipe

For 250mm dia.DI K7 Pipe

For 350mm dia.DI K7 Pipe

For 400mm dia.DI K7 Pipe

2. Provideing and supplying ISI standard D.I. specials and fitting with sealing rubber gasket of S.B.R. complete with Cast Iron follower gland and M.S. nut bolts coated or otherwise protected from rusting and suitable for D.I. pipes including cost of labour, meterial and transporatation to stores/site, loading, unloading including all taxes, etc. complete as per IS-9523 (10% of pipe cost) For upto 300mm dia. Pipe

c) 250 mm dia valves-for Sectionalisation

e) 150 mm dia valves-for Sectionalisation

f) 100mm dia valves-for Sectionalisation

(B) Civil Component 5. Supplying tools and cutting road as well restoring the same as per specification and directions of E/I. (A) Pucca Road (except black top only taken out material to be used) for cutting road as per requirment.

(B) Water Bound Macadam Road (taken out material will be used) for cutting road as per requirement.

6. Dismentling plain cement or lime concrete work including stacking serviceable material in countable stacks within 15m lead and disposal of unserviceable materials with all leads all complete as per direction of E/I.

7. Earthwork in excavation (As per IS 3114/1965 for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of Engineer-in Charge. (Class B)

8. Earthwork in excavation of foundation trenches as per design section in ordinary or soft rock (where blasting is not required) and disposal of excavated materials so obtained (50m away from the edge of the trenches) with initial lead of 150m and initial lift 1.5m as per specification amd direction of E/I.

9. Providing coarse clean local sand in filling in foundation trenches or in plinth or in pipe laying 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 specification and direction of E/I (mode of measurement compacted volume)

10. Supplying labours, tools, tackles, lubricant etc. for laying and jointing C.I DI tyton pipes ( Class LA) trenches supplying rubber gasket (Rubber Gaskets confirming to I.S.S-5382-1969) and making gasket joints including providing night guard, barrier and red light to safe guard against accident, all complete. As per design, specification and direction of E/I. For 100mm dia.DI K7 Pipe

For 150mm dia.DI K7 Pipe

For 250mm dia.DI K7 Pipe

For 350mm dia.DI K7 Pipe(including testing)

For 400mm dia.DI K7 Pipe(including testing)

11. supplying labour and tools for fixing C.I/D.I sluice valve in trenches with a pair of C.I/D.I tail piece, including making lead caulked joints and flanged joint as per I.S.S. specification, including supplying all jointing materials (Pig lead confirming to I.S.S. 782-1978, yarn confirming to I.S.S. 6587-1972 and nuts and bolts confirming to I.S.S. 1364-1983 including drilling holes in flanges if required as per IS specification and direction of E/I. 450 mm dia valves-for Sectionlisation 450 mm dia valves-for Sectionlisation

250 mm dia valves-for Sectionlisation

150 mm dia valves-for Sectionlisation

100 mm dia valves-for Sectionlisation

14. Providing P.C.C M150 nominal mix of (1:2:4) in foundation 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 mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of Engineer-in-Charge.

15. Earthwork in backfilling the trenches after laying different types and sizes of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-Charge. (For classification for Soil item- A&B)

19. Providing & Constructing B.B masonry chamber with 15cm thick 1:3:6 masonary in CM (1:6) proprition precast RCC frame and cover as direction by EIC Meter Chamber of size 95 X 45cm internal size and depth upto 1.2 M with precast RCC slab cover

20. Supplying labours, tools and tackles for testing of laid C.I or U.P.V.C. or H.D.P.E. A.C. pressure pipe upto 60 m head of water all complete as per specification and direction of E/I. (Water to be supplied free of cost departmentally) For 100mm dia DI K7 pipe line

For 150mm dia DI K7 pipe line

For 250mm dia DI K7 pipe line

For 300mm dia DI K7 pipe line

For 400mm dia DI K7 pipe line

Zone-04 Karandih (A) Material Component 1. Supply and delivery of centrifugally Cast (spun) Ductile iron pressure pipes for Water, gas sewage with Socket & Spigot ends conforming to I.S.8329/2000 in standard working lengths of 4,5, 5.5 and 6m for classification K7 suitable for Push on joint (Rubber gasket D.Jointing) with cement mortor lining inside the pipes with outside zinc coating, rates are ex-factory including carriage upto 200 Km.taxes and duties. For 100mm dia.DI K7 Pipe

For 350mm dia.DI K7 Pipe

For 400mm dia.DI K7 Pipe

For 500mm dia.DI K7 Pipe

2. Provideing and supplying ISI standard D.I. specials and fitting with sealing rubber gasket of S.B.R. complete with Cast Iron follower gland and M.S. nut bolts coated or otherwise protected from rusting and suitable for D.I. pipes including cost of labour, meterial and transporatation to stores/site, loading, unloading including all taxes, etc. complete as per IS-9523 (10% of pipe cost) For upto 300mm dia. Pipe

For 350mm dia. And above dia.pipe

3. Providing double flanged Sluice Valves conforming to IS-2906/14846 including worm gear arrangements as per test pressure, stainless steel spindle, caps, including all taxes transportation, etc.complete. Sluice Valve PN-1.6 (without bypass arrangement) a) 350 mm dia valves-for Sectionalisation

g) 100mm dia valves-for Scour

g) 125mm dia valves-for Scour

g) 80mm dia valves-for Scour

(B) Civil Component 5. Supplying tools and cutting road as well restoring the same as per specification and directions of E/I. (A) Pucca Road (except black top only taken out material to be used) for cutting road as per requirment.

(B) Water Bound Macadam Road (taken out material will be used) for cutting road as per requirement.

6. Dismentling plain cement or lime concrete work including stacking serviceable material in countable stacks within 15m lead and disposal of unserviceable materials with all leads all complete as per direction of E/I.

7. Earthwork in excavation (As per IS 3114/1965 for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of Engineer-in Charge. (Class B)

8. Earthwork in excavation of foundation trenches as per design section in ordinary or soft rock (where blasting is not required) and disposal of excavated materials so obtained (50m away from the edge of the trenches) with initial lead of 150m and initial lift 1.5m as per specification amd direction of E/I.

9. Providing coarse clean local sand in filling in foundation trenches or in plinth or in pipe laying 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 specification and direction of E/I (mode of measurement compacted volume)

10. Supplying labours, tools, tackles, lubricant etc. for laying and jointing C.I DI tyton pipes ( Class LA) trenches supplying rubber gasket (Rubber Gaskets confirming to I.S.S-5382-1969) and making gasket joints including providing night guard, barrier and red light to safe guard against accident, all complete. As per design, specification and direction of E/I. For 100mm dia.DI K7 Pipe

For 350mm dia.DI K7 Pipe(including testing)

For 400mm dia.DI K7 Pipe(including testing)

For 500mm dia.DI K7 Pipe(including testing)

11. supplying labour and tools for fixing C.I/D.I sluice valve in trenches with a pair of C.I/D.I tail piece, including making lead caulked joints and flanged joint as per I.S.S. specification, including supplying all jointing materials (Pig lead confirming to I.S.S. 782-1978, yarn confirming to I.S.S. 6587-1972 and nuts and bolts confirming to I.S.S. 1364-1983 including drilling holes in flanges if required as per IS specification and direction of E/I. 350 mm dia valves-for Sectionlisation. 300 mm dia valves-for Sectionlisation 250 mm dia valves-for Sectionlisation 200 mm dia valves-for Sectionlisation 150 mm dia valves-for Sectionlisation

100 mm dia valves-for Sectionlisation

125 mm dia valves-for Scour

80mm dia valves-for Scour

14. Providing P.C.C M150 nominal mix of (1:2:4) in foundation 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 mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of Engineer-in-Charge.

15. Earthwork in backfilling the trenches after laying different types and sizes of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-Charge. (For classification for Soil item- A&B)

19. Providing & Constructing B.B masonry chamber with 15cm thick 1:3:6 masonary in CM (1:6) proprition precast RCC frame and cover as direction by EIC Meter Chamber of size 95 X 45cm internal size and depth upto 1.2 M with precast RCC slab cover

20. Supplying labours, tools and tackles for testing of laid C.I or U.P.V.C. or H.D.P.E. A.C. pressure pipe upto 60 m head of water all complete as per specification and direction of E/I. (Water to be supplied free of cost departmentally) For 100mm dia DI K7 pipe line For 150mm dia DI K7 pipe line For 200mm dia DI K7 pipe line For 250mm dia DI K7 pipe line

For 300mm dia DI K7 pipe line

For 400mm dia DI K7 pipe line

For 500mm dia DI K7 pipe line

Zone-05 Kitadih (A) Material Component 1. Supply and delivery of centrifugally Cast (spun) Ductile iron pressure pipes for Water, gas sewage with Socket & Spigot ends conforming to I.S.8329/2000 in standard working lengths of 4,5, 5.5 and 6m for classification K7 suitable for Push on joint (Rubber gasket D.Jointing) with cement mortor lining inside the pipes with outside zinc coating, rates are ex-factory including carriage upto 200 Km.taxes and duties. For 100mm dia.DI K7 Pipe

For 150mm dia.DI K7 Pipe

For 200mm dia.DI K7 Pipe

For 250mm dia.DI K7 Pipe

For 300mm dia.DI K7 Pipe

2. Provideing and supplying ISI standard D.I. specials and fitting with sealing rubber gasket of S.B.R. complete with Cast Iron follower gland and M.S. nut bolts coated or otherwise protected from rusting and suitable for D.I. pipes including cost of labour, meterial and transporatation to stores/site, loading, unloading including all taxes, etc. complete as per IS-9523 (10% of pipe cost) For upto 300mm dia. Pipe

3. Providing double flanged Sluice Valves conforming to IS-2906/14846 including worm gear arrangements as per test pressure, stainless steel spindle, caps, including all taxes transportation, etc.complete. Sluice Valve PN-1.6 (without bypass arrangement) a) 350 mm dia valves-for Sectionalisation b) 300 mm dia valves-for Sectionalisation c) 250 mm dia valves-for Sectionalisation d) 200 mm dia valves-for Sectionalisation e) 150 mm dia valves-for Sectionalisation f) 100mm dia valves-for Sectionalisation g) 100mm dia valves-for Scour

g) 80mm dia valves-for Scour

(B) Civil Component 5. Supplying tools and cutting road as well restoring the same as per specification and directions of E/I. (A) Pucca Road (except black top only taken out material to be used) for cutting road as per requirment.

(B) Water Bound Macadam Road (taken out material will be used) for cutting road as per requirement.

6. Dismentling plain cement or lime concrete work including stacking serviceable material in countable stacks within 15m lead and disposal of unserviceable materials with all leads all complete as per direction of E/I.

7. Earthwork in excavation (As per IS 3114/1965 for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of Engineer-in Charge. (Class B)

8. Earthwork in excavation of foundation trenches as per design section in ordinary or soft rock (where blasting is not required) and disposal of excavated materials so obtained (50m away from the edge of the trenches) with initial lead of 150m and initial lift 1.5m as per specification amd direction of E/I.

9. Providing coarse clean local sand in filling in foundation trenches or in plinth or in pipe laying 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 specification and direction of E/I (mode of measurement compacted volume)

10. Supplying labours, tools, tackles, lubricant etc. for laying and jointing C.I DI tyton pipes ( Class LA) trenches supplying rubber gasket (Rubber Gaskets confirming to I.S.S-5382-1969) and making gasket joints including providing night guard, barrier and red light to safe guard against accident, all complete. As per design, specification and direction of E/I. For 100mm dia.DI K7 Pipe

For 150mm dia.DI K7 Pipe

For 200mm dia.DI K7 Pipe

For 250mm dia.DI K7 Pipe

For 300mm dia.DI K7 Pipe

11. supplying labour and tools for fixing C.I/D.I sluice valve in trenches with a pair of C.I/D.I tail piece, including making lead caulked joints and flanged joint as per I.S.S. specification, including supplying all jointing materials (Pig lead confirming to I.S.S. 782-1978, yarn confirming to I.S.S. 6587-1972 and nuts and bolts confirming to I.S.S. 1364-1983 including drilling holes in flanges if required as per IS specification and direction of E/I. 350 mm dia valves-for Sectionlisation 300 mm dia valves-for Sectionlisation 250 mm dia valves-for Sectionlisation 200 mm dia valves-for Sectionlisation 150 mm dia valves-for Sectionlisation 100 mm dia valves-for Sectionlisation 100 mm dia valves-for Scour

80 mm dia valves-for Scour

14. Providing P.C.C M150 nominal mix of (1:2:4) in foundation 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 mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of Engineer-in-Charge.

15. Earthwork in backfilling the trenches after laying different types and sizes of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-Charge. (For classification for Soil item- A&B)

20. Supplying labours, tools and tackles for testing of laid C.I or U.P.V.C. or H.D.P.E. A.C. pressure pipe upto 60 m head of water all complete as per specification and direction of E/I. (Water to be supplied free of cost departmentally) For 100mm dia DI K7 pipe line

For 150mm dia DI K7 pipe line

For 200mm dia DI K7 pipe line

For 250mm dia DI K7 pipe line

For 300mm dia DI K7 pipe line

Remaining work of SACAD System

Software for SCADA:- 1. Scada software for 60Tags Run Time Dongle with Development with 21 CFR part II compliance software Specifications:- Over 250 communication drivers o Supports OPC (Build-in OPC) server & client)Supports OPC (Build-in OPC) server & client) o Supports various PC control packages o Uses real-time graphical interface for industrial automation. Instrumentation, and process mimics o Publishes real-time dynamic and animated graphic screens, trends, alarms, reports, and recipes to standard browsers 21 CFR Part II Compliance features in SCADA include: 1. Closed and secure application. 2. Security enabled in both development and runtime. 3. Facility for creating group and users 0 to 255 access level for each security group multiple users in one security group. 4. Password and E signature facility.

2. Latest configuration PC running on windows for each flow meter (18 Nos.)

3. RS 485 Converters for running SCADA on PC

4. 24V DC Power Supply 4.5 Amps (230 V Input) For BAGBERA WSS with 5 Nos. ESRs.

Cost Towards supply, installation, testing and commissioning of Software (as in above SI. No. 1) and hardwares e.g. PLC/RTU, flow meters, Ultrasonic Level Sensors and Transmitters Pressure Sensors and Transmitters, PR Vs (if required) Motor actuated Butterfly Valves, Turbine Flow meter with signal generation, PLC panels, instrumentation cabling etc. all complete covering Raw Water Pumping Stations, Clear Water Pumping Stations, WTP and 5 Nos. ESRs of Baghbera and its adjoining villages rural water supply scheme confirming to PIP for World Bank aided schemes ensuring equitable distribution of water at adequate pressure, control and measurement of flow at ESRs of habitations and communication of data to control centers by constructing suitable nos. RTUs and one MCS (Master Control Centre) so that data of flow, pressure and level can be transmitted from PLC/RTU of ESRs to MCS using GSM/Wireless; provision of 24 hrs. Battery Backup etc. a lot complete as per site requirement, instruction of E/I and related standards including 5 (Five) yrs. AMC for the whole SCADA System.

Total Rs.

Domestic House connection Earth work in excavation in foundation trenches in hard soil vide classification item-B 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,shrubs all complete as per approved design,building specifications and direction of E/I. For pipe - 1.35 for plateform - 0.1215 for post - 0.015625 for 18532 Nos for HSC

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 labours , royalty and taxes all complete as per building specification and direction of E/I.(mode of measurement compacted volume) For post - 0.00625 For Plate Form - 0.036 for 18532 Nos for HSC

Providing P C C M-150 in nominal mix of (1:2:4)in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M2.5 to 3 including screening shuttering , mixing cement concrete in mixer and placing in position ,vibratig, striking, curing, taxes and royalty all complete as per building specification and direction of E/I. For Post below GL-0.25x0.25x0.15=.009 For post above GL-(0.25x0.25+0.15x0.15)/2x0.6=0.025 For Plate Form Appron for 18532 Nos for HSC

Providing 12 mm thick cement plaster (1:3) and punning with clean coarse sand of F.M 1.5 with 1.5 mm thick cement punning over it including screening, curing, with all leads and lifts of water,taxes and royalty all complete as per building specification an direction of E/I. For post-4x(0.25+0.15)/2x0.6+(.15x.15)=0.5025 For plateform-Base: 0.45x0.45+0.25x0.075+0.15x0.075=0.2325 For plateform sides above GL- [(4X0.6)-0.25)]X0.05=0.1075 Apron-1.73X0.225+3X0.075X0.075=0.406

Providing and supplying Ble MDPE pipes confirming to ISO 4427:1996 manufactured from virgin resin PE 80 food grade compound raw materials having blue colour only assurance certificate from quality agencies like WRC/CIPET (India)/ DVGM/ KIWA/SPGN etc. fro usage in drinking water with quality system. The cost shall include testing of all materials all taxescentral, state, Municipal, Inspection charges transportation up to site, transit, insurance, loading,unloading, staking etc., with coplete as specified and directed PN16(SDR-9)with ED. 15mm

Providing and supplying G.I. pipes (Tata and euivalent make) for usage in drinking water with quality system. The cost shall include testing of all materials, Inspection charges transportation up to site ,transit insurance, loading, unloading, stacking etc complete as specified and directed. 15mm

Lowering, laying and jointing HDPE,MDPE pipes in proper position including all SPECIALS BY COMPRESSION FITTING/ ELCTROFUSION NAD butt fusion jointing procedure including hydroulic testing as per relevent IS code complete with all materials for jointing procedures like Electrofusion machine, electric mirror/heater/Butt fusion welding machine with hydraulic jack, top loading clamp etc., pump and accessories for hydraulic testing and all labours as directed by E/I as per IS-7634 part-2 15 mm

Supplying labours and tools for fixing G.I.Pipes with red lead and yarn of following nominal bore with screwed and socketed joints on wall ,ceiling and floor including supplying and fittings of wall hooks or pipe clamps ,wooden plugs, cutting pipes to size and threading ends if required etc all complete as per specification and direction of E/I. 15 mm

Supplying and fixing of G.M. ferrule of approved make in existing C.I/D.I main including drilling and taping C.I./D.I main all complete as per specification and direction of E/I. 3mm dia ferrule weight not less than 425 Gm

Providing and fixing of G.M. Fullway valve of approved quality all complete as per specification and direction of E/I. 20 dia and weight not less than 400 Gm

Providing and fixing of male ended C.I.Body brass spindle valve and seat Bib cock of approved quality with extra socket all complete as per specification and direction of E/I. 15 dia and weight not less than 400 Gm

Providing installation and giving satisfactory field testing of Domestic water meter, horizontal inferential single or multijet type with magnetic driven and dry dial suitable for ambient 50 degree C Temperature duly sealed against tampering complete with coupling at both ends and conforming to class B as per IS 779/ 994 (IV Revision) withy ISI mark along with manufacture's test certificate and guarentee certificate, including cost of all material and labour

Supplying and fixing G.I.fitting of approved make all complete as per specification and direction of E/I. 20 mm dia ELBOW

15 mm dia ELBOW

20mm dia Reducing socket

20mm dia Nipple

15mm dia Nipple

20mm dia Union Socket

15 mm dia Socket

20mm dia socket

Carriage of materials

Boundary Wall at Intake Earthwork in excavator in foundation isolated fotting trenches in hard soil (Class B) as disposal of excavated earth as obtained to a distance of 50m including all lift, leveling ramming the foundation trenches. Removing roots of trees, shurbs all complete as per specification 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 material labour, royalty and taxes all complete as per building specification and direction of E/I

Providing designation 75A one brick flat soling joints filled 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-15 with nominal mix of (1:2:4) in foundation with approved quality of stone metal grade-III (50mm to 25mm) size, clean coarse sand of F.M. (2.5 to 3.0) including screening, shuttering, mixing cement concrete on mixer and placing on position, vibrating, striking curing taxes and royalty all complete as per building specification and direction of E/I

Providing designation 75A brick work in CM (1:6) in superstructure with approved quality of clean coarse sand of FM 2 to 2:5 including providing 10mm thick mortar joints, cost of sceening, scaffolding raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I

Providing RCC (M200) with nominal mix of (1:1.5:3) in coloum with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of FM (2:5 to 3) including curing, shuttering, mixing cement concrete in mixer and placing in position vibrating striking curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/I

Providing designation 75A brick work in CM (1:6) in superstructure with approved quality of clean coarse sand of FM 2 to 2:5 including providing 10mm thick mortar joints, cost of sceening, scaffolding raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I

Providing RCC (M20) (1:1.5:3) in band at plinth level with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of FM (2.5 to 3) including curing, shuttering, mixing cement concrete in mixer and placing in position vibrating striking curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/I

Supplying fitting and fixing 20 guage G.C.I sheet gate fitted on M.S. Angle frame of size 60x60x6mm including cost of fabrication, providing necessery 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

Providing PCC (M150) with nominal mix of (1:2:4) in semi circular shaped on the top of the boundry with approved quality of stone chips (20mm to 6mm size) graded and clean coarse sand of F M 2:5 to 3 including sceening, shuttering, mixing concrete in mixer and placing in position, vibrating, curing taxes and royalty all complete as per specification and direction of E/I

Providing TMT bar reinforcement (for steel) as per approved design drawing, removal of rust, cutting, bending, binding, including supplying annealed wire placeing M.S. Rods in position all complete job as per specification and direction of E/I

Labour for fitting and fixing barbed wire fencing in four rows horizonta upto a height of 1.25m and two diagonals including fixing of posts in cement concrete at 2.5m centres including cost of staples (but excluding the cost of cement concrete. Angle iron posts, its cutting and making holes, nuts and bolts) all complete as per building specification and direction of E/I

Labour for cutting of MS Angle iron posts to required length one end splitted as fish tailed in a length of 150mm complete as per building specification and direction of E/I

Cost of 50 x 50 x 6mm MS angle including all taxes and royalty and carriage as per building specification and direction of E/I

Cost of barbed wire of 4 points2 ply including sales taxes and carriage as per building specification and direction of E/I

Drilling 6mm dia holes in MS Angle iron for fixing of staples etc as per building specification and direction of E/I

Supplying, fitting and fixing straining bolts with nuts size 25mm x 10mm to tighten the barbed wire with corner post complete as per building specification and direction of E/I

Providing 12mm 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 In side 2(1.20 + 0.90) X 1.50 = Top 2(1.70 + 0.90) X 0.25 = Bottom 1.20 X 0.90 = Out side 2 (1.70 + 1.40) X 0.15 =

Providing two coat of snowcern of approved shade and make over 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

Colour washing two coats over a cost of white wash over new surface with approved quality of lime in approved shade including cost of cleaning surface throughly and removing the scales of smoke and ash marks with jhama, rubbing, scaffolding, washing of floors and taxes all complete as per building specification and direction of E/I

Providing two coat of painting with ready mixed paint of approved shade and make over steel surface including cleaning the surface, including cleaning the surface throughly, scaffolding and taxes all complete as per building specification of E/I

Cariage of Material Sand

Stone Chip

Cement

Brick

Steel

Hydraulic Testing of Laid Pipeline and Road Restoration Supplying labours, tools and tackles for testing of laid C.I or U.P.V C. or HOPE or A.C. pressure pipe upto 60metre head of water all complete as per specification and direction of E/1. (Water to be supplied free of cost departmentall. Item No.12.1.46 Pg.255 ofKO SOR 100 MM Dia DI K - 7

150 MM Dia DI K - 7

200 MM Dia DI K - 7

250 MM Dia DI K - 7

300 MM Dia DI K - 7

350 MM Dia DI K - 7

400 MM Dia DI K - 7

500 MM Dia DI K - 7

d. Providing PCC M 150 in nominal mix. Of (1:2:4) (JH-5.3.2)

Substation Building for Electromechanical Arrangement Waterproff cement based paint - one coat of primer & two coats of waterproof cement based paint with a coat of silicon water repellient paint thereon

Acrylic emulsion paint-one coat of primer and two coats of plastic emuision paint of approved quality and shade shall be provided

Fencing Work- Providing and fixing 1.80 mtr high GI barbed wire fencing with 2.4 mtr RCC M15 grade 150mmx150mm concrete post placed every 3m centre to centre founded in M15 grade cement concrete, 0.60 m below ground level, every 15th poot, loat but one end post and comer post shall be strutted on both side and end post on one side only and provided with 12 horizontal lines and 2 diagonals interoven with horizantal lines and 2 diagonais intervoven with horizantal wires, fixed with GI staples, lum buckles etc. complete

Providing and fabricating M.S. Grill gate of size 4.0 m x 2.40 height and made of 20 gauge CGI Sheeting on MS angle frame of size 60mmx60mmx6mm and having locking arrangement etc. as per detailed designs and drawing including fixing in position with connecting plates braces etc. and one coat od anticorrosive paint and over it two coat of oil paintings of approved quality and shade complete

Doors & Windows- Providing and fixing aluminium work for door, window, ventilators and partitions etc. with extred built up standard tubular sections/appropriate Z sections and other sections of approved make confirming to IS:733 and IS: 1285, fixing with dash fastners of required did. and size including necessary filling up the gaps at junctions i.e. at top, bottom and sides with required EPDM rubber/Neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed machanically wherover required including cleat angle aluminium snap beading for glazing/ panelling, C.P. brass/Steinless screws, all complete as per the directions of EIC. (Glazing, panelling to be paid for separately) Powder coated aluminium (minimum thickness of powder cooting 50 micron)

Emergency Door- Providing and fixing 1mm thick M.S. Sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gussel plates at the junctions and comers. All necessary fittings complete, including applying & priming coat of approved steel primer Using M.S. Angles 40x40x6mm for diagonal braces

Partition Work- Providing and fixing gypsum panel partitions 12.5 thick

False celling work- Providing and fixing false celling of specified materials as per IS 8225:1987, in true horizontal level, suspended on inter locking metal grid of Aluminium consisting of main "T" runners to besuspended from celling using GI slotted cleats fixed to celling with dash fasteners, GI adjustable rods with galvanised butterfly level clips center to center along main T, bootom exposed width of 24mm of all T-sections shall be pre painted with polymester paint, all complete for all heights as per specifications and as directed by Engineer-in-charge. 12.5 mm thick tapered edge gypsum plain board

Distribution Pipeline for leftout habitation Providing and supplying centrifugally cast(Spun) Ductile iron pressure pipes for Water supply with socket and Spigot ends conforming to IS 8329/2000 in standard ) lengths of class K-7 suitable for push on joint (Rubber gasket jointing) with cement mortar lining for inside surface and .outside Zinc coating with Bituminous paint as per IS: 8329/2000 1) Parsudih APMC zone-2713 M 2) Matladih - 2139 M 3) Giddhijhopri - 1891 M 4) Karandih - 5550+4508=10058 M 5) Kitadih - 4677 M 100 MM Dia DI K - 7

Providing and supplying D.I. specials like branch, bends and tapers for water supply works suitable for push on jointing (Rubber gasket jointing) conforming to IS 9523 with cement morter lining for inside surface and outside Zinc coating with Bituminous paint all complete Cost of Specials 5% of Pipe cost.

Providing cast iron DF sluice valve with jointing to pipe work ( including all hardware and packing ) water works quality having non rising spindle with hand wheel and without bye pass arrangement stainless steel spindle & caps as per requirement including CC foundation I structural supported\PN -10) without bypass arrangement (Sluice & Scour Valves) PN 1.6 100 mm Dia

Full bore-type Electromagneticflow meter(For Distribution DMAs): Electromagnetic flow meter-supply of full-bore type eletromagnetic flow meter suitable for measurement of potable water of conductivity>20uS/cm as per below mention pipe dia & having an accuracy of +/- 0.5 % or higher and shall be compatible for SCADA integration. The probe/sensor shall be suitable for installation in pipeline having a line pressure of up to 15 bar.Flanges shall be PN16. The transmitter shall dual power option.Both the probe and the Electronic display unit shall be IP68/NEMA6 protection suitable for installation in flooded chambers under continuous submersible condition.The transmitter shall measure rate of flow in both forward and reverse direction.the transmitter shall have pulse output,RS485 output,and analog 4-20 mA along with HART protocol.The Eletrical connections shall be millitary grade plug and socket type connections. The supply shall include all necessary accessories like suitable rated cablr grands,grounding rings,grounding wire,flanges,canopy,etc..and other accessories required for the proper installation and functioning of flow meter and interfacing with the proposed SCADA system.

DISTRIBUTION CIVIL Earthwork in excavation (as per I S. 3114/1965 for laying of different type and sizes of pipe so as to give one meter average cover over the socket of pipes with disposal of excavated with in initial lead and lift as per specification and direction of engineer-in charge. KD sos paqe no.239 It No.12.1.1.1. a. Total Excavation in all types of strata Lift 0.0 to 1.50. Total Excavation Qty. a. Excavation in soft starta 75 % (A)

b. Excavation in soft starta 25 % (B)

Lowering, laying and jointng with SBR rubber gasket DI pipe with various clases with CI/ MS specials of follwing Dia Mtr inproper position grade and alliangment as directed by E/I including conveyence of materials from store to site of work including cost of jointing materials and rubberring, labour giving Hyadraulic testing extra etc. complete. 100 mm dia

Supplying labours, tools and tackles for testing of laid C.I or U.P.V C. or HOPE or A.C. pressure pipe upto 60metre head of water all complete as per specification and direction of E/1. (Water to be supplied free of cost department all. 100 mm dia

Providing and constructing BB Masonary valve chamber with 15 cm thick 1:3:6 proportion PCC beding excluding excavation BB masonery 1:5 proportion 12 mm thick cement plaster in C:M 1:4 proportion on both side with providing and fixing CI manhole frame and cover in RCC 1:2:4 coping RCC 1:2:4 proportion 15 cm thick slab etc.. complete as directed by engineer in charge. c -0.90 X 0. 90M and depth 1.2 M with 53 cm dia CI manhole frame and cover of 90 kg fixed in RCC slab

Cutting the road as well as restoring the same as per specification and as direction by E/I. c. Dismentling plain cement or lime concrete work including stackin upto 15 Mtr lead as per direction of E/I. (JH-5.10.2) 16970 x 0.3 x 0.2 x 60 % = 610.92

d. Providing PCC M 150 in nominal mix. Of (1:2:4) (JH-5.3.2)

Earth work in back filling the trenches afterlaying of different sizes of pipe as per directionof E/I. (Refilling). @ 90 % of total excavation Pipe Carrying Bridge

FOUNDATIONS & SUBSTRUCTURES Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders in wet or dry condition for Head works i.e. Intake well, connecting pipe, jack well, pump house, supply well, etc for lift 0 to 1.5m and lead of 150 m including barricating, guarding, disposing off surplus excavated stuff within a radius of 0.5 km as directed by Engineer-in-charge, etc. complete excluding refilling. a) Lift 0 to 1.50 mtr

b) Lift 1.50 to 3.00 mtr

c) Lift 3.0 to 4.50 mtr

d) Lift 4.50 to 6.00 mtr

Providing and laying reinforced cement concrete in Substructure complete as per Drg. and Technical specification, PCC grade M-20 with nominal mix of (1:2:4) in various components of Dam/Bridge foundation of 20mm grade coarse aggregates of required grade as per design and approved quality of sand excluding cost of shuttering or form work as well as Reinforcement, its cutting, bending, binding and placing, but including necessary tools and plants and vibrating, cutting, royalty, all taxes etc. complete Job as per specification and direction of E/I.

Providing and laying reinforced cement concrete in Super Structure complete as per Drg. and Technical specification, RCC grade M-30 with mix design in various components of Dam/Bridge foundation of 20mm grade coarse aggregates of required grade as per design and approved quality of sand excluding cost of shuttering or form work as well as Reinforcement, its cutting, bending, binding and placing, but including necessary tools and plants and vibrating, cutting, royalty, all taxes etc. complete Job as per specification and direction of E/I.

Providing and laying reinforced cement concrete in Super Structure complete as per Drg. and Technical specification, RCC grade M-30 with mix design in various components of Dam/Bridge foundation of 20mm grade coarse aggregates of required grade as per design and approved quality of sand excluding cost of shuttering or form work as well as Reinforcement, its cutting, bending, binding and placing, but including necessary tools and plants and vibrating, cutting, royalty, all taxes etc. complete Job as per specification and direction of E/I.

Providing & fixing in position Steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copings, fins, arches etc. as per detailed designs, drawings and schedules, including cutting, bending, hooking the bars, binding with wires of tack welding and supporting as required etc complete (including cost of binding wire).

Dewatering including diversion of stream providing cofferdam bunds etc. as may be necessary for foundation and other parts and bailing out and pumping out water below the actual initial natural water level for start of that particular component till completion of bridge etc. complete as directed by Enginner

SUPERSTRUCTURE Providing and laying controlled in-situ cement concrete of M30 grade in RCC slab plate on pier including necessary scaffolding, centering, formwork, mixing by using admixture in mechanised batch mix plant, transporting, placing, compacting by mechanical vibrators finishing and curing etc. complete as per specification and as directed by Engineer, excluding reinforcement.

Providing and fixing M.S.chequerred plate flooring of following thickness supported on M.S.angles (25x25x5mm size) including welding, cutting and fabricating the plates to the required square or rounding shape, making holes in the plate,including providing and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge. (8 mm Thick).

Providing structural steel work in rolled sections like joists, channels, angles, tees, etc. as per detailed designs and drawings including fixing in position without connecting plates, braces, etc. and one coat of anticorrosive pimer of industrial grade and over it two coats of polyurethene/ eqyuivalent corrosion resistant industrial grade paint of approved quality and shade, etc. complete.

MISCELLANEOUS ITEMS Providing & fixing in position GI pipe Railing having 1.0 mtr height consisting 50 x 50x 6 mm thick M.S. anglees as verticals at 1.5 mc/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 anticorrossive paint of approved colour and shade including cost of all labour, transporting bends to curved shape etc. complete.

Providing and laying in position precast RCC pipes NP4 prestressed concrete pipes for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 including excavation , protection works , backfilling, concrete and masonary works in head walls and parapets. a) 600 mm Dia.

Providing, constructing coffer dam in river basin/ dam storages as per type design including excavation, filling the middle portion with B.C. soil (in gunny bags if requred). Providing impervious/ semipervious materials on both sides of B.C. soil including ramming, compacting to the satisfaction of Engineer-in-Charge till the completion of work including dismantling coffer dam after completion of works and disposing off the material as directed by the Engineer-In-Charge.

Construction of granular sub-base by providing well graded material, spreading,in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC , and compacting with smooth wheel roller to achieve the desired density 1) for grading I Material

Filling in plinth and floors/ trenches with contractors murum for bedding in 15 cm to 20 cm layers including watering and compaction etc. complete.

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5mt, transporting to site, spreading, grading to required slope and compacting as per the direction of Engineer-In-Charge.

RETAINING WALL Earth work in excavation in foundation trenches in ordinary soil and disposal of excavated earth as obtained to a distance upto 50.0 m including all lifts, levelling, ramming the foundation trenches, removing roots of trees, shurbs all complete as per approved design, specifications and direction of E/I. All kinds of soil

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m

Providing and laying in-situ cement concrete M-20 of trap/granite/ quartize/ gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete.

Providing and laying in-situ Cement concrete of trap/ granite/ quartize/ gneiss metal for RCC work in foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing etc. complete. (By weigh batching and mix design for M-300 only). (Excluding Reinforcement). 1) In RCC M-300

Providing steel reinforcement of 16mm dia bar as per detailed designs and drawings including fixing in position

THRUST BLOCK Providing steel reinforcement of 16mm dia bar as per detailed designs and drawings including fixing in position

Providing and laying in-situ Cement concrete of trap/ granite/ quartize/ gneiss metal for RCC work in foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing etc. complete. (By weigh batching and mix design for M-300 only). (Excluding Reinforcement). 1) RCC M20

Providing and laying in-situ cement concrete M-15 of trap/granite/ quartize/ gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete.

Land stabilization Work Earth work excavation in Hard Gravelly Soils mixed with Hard Rock. Upto 1.5m

Supplying and stacking of good earth at site including royalty and carriage upto 5 km complete (earth measured in stacks will be reduced by 20% for payment)

Supplying and stacking at site dump manure from approved source, including carriage upto 5 km complete Screened through sieve of I.S. designation 4.75 mm

Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge

Rock Bolting and Strengthening Work :i)Open holes of 200 mm dia for a depth of 600 mm giving a gap of 100 mm between the Holes. ii)Pack B.G. Chips 12 mm down side to the bottom of each for an average depth of 100 mm.iii)Position ERW Class 'B' 150 mm NB MS Pipes 6m Length each to the holes vertical and from the annuluspack B.G. Chips to Support.iv) Weld 'L' Angle (50mmx50mmx6mm) between every pipes and continuous adjoining at equal distance from Top to Bottom total 3 rows. v) Pour Lean Concrete (1:2:4) in to the Pipes for the top till fillup. Fabricated & fix pipe length of main 7.5 Rmt from Ground surface.vi) Apply 2 Coats of Epoxy paint- Black in colour to the OD of the pipes top to bottom and for the L angle weldments.vii)Hill Lock section behind the pipe lining introduce rock boltingad required in the gap opening of the Rock section by wedge fixing. viii) From the bottom surface of the pipe line facing hill lock for an approximate of one foot width pack pitching of lean Cement Concrete to cover voids in the pitching. Continue the process till height of the pipes.ix)Front of the pipe line leave a gap of two feet and cut a drain of one feetxone feetxone feet in tp the soil and line with 15 to 20 mm BG Stone on all the three faces.

Upwords of WTP ( South Side):

At CWR From RL 139.550 to 147.90 Average RL =(147.35+149.000+147.35)/3=147.900 RL=8.35 m height

At CLF2 From RL 150.550 to 157.925 =(159+156.85)/2=157.925 RL=7.375 m height

At Aerator & CLF1

At South side of Chemical House, Filter House, Sludge Sump.ht=( 5.06+8.10)/2=6.58 m

At Sludge Thickner

Total Qty.

Land stabilization through Retaining wall Down words of WTP ( North Side): Length North side 180 m+ East side 20 m=200 M. From Average RL 138.900 To 143.700=4.80 m height Excavation from RL 139.500 To 136.50(0-1.5)

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m

PCC (M150) From RL 136.500 To 136.600

RCC M20 Raft From RL 136.600 To 137.250

Wall From RL 137.250 To 139.500

Wall From RL 139.500 To 143.750

Cost of Steel and fabrication charges including placing in position, tieying, cost of Binding wire etc, complete.

Railway Crossing ( Trenchless Method) Manufacturing, providing and supplying welded/ERW/SAW/Fabricated M.S. Pipers (Commercial Quantity) including procurements of Plantes. Gas cutting to required size rolling tack welding assembling in suitable lenghths to form pipes, welding on automatic welding machine and forming 'V'edge on both ends of pipe including all taxes (Central and Local), railway freight, Insurance unloading form railway wagon, loading into truck transport to stores/ site, unloading, stacking etc. complete as per IS- 3589 and IS-5504 as applicable as per specifications (No negative tolerance in thickness is permissible). A) 900 mm d 24 mm thk (For Casing Pipe)

B) 700mm d 12 mm thk ( Carrier)

Earthwork in Excavation

Open timbering in trenches of depth more than 1.5 M for shoring and strutting including use of and waste of all necessary timber works including walling, strutts, open polling boards /horizontal sheeting, runners, etc. as may be necessary and fixing and removal complete. (Size of Pit- 7mx 3m x 5m depth)

Filling the excavated trench with sand granular material below the casing pipes with brick lining

Installation of M.S product pipe (Casing Pipe) of 900 mm dia 24 mm thk MS Product / Casing pipe by Jacking Method. Laying and Jointing of product pipe, Pushing the pipe line by jacking/ Pushing/Process as per requirment from Jaking pit after product pipe line jointing by Electrical welding as per the instruction of Engineer In Charge / Railway Officials/ specification/ approved drawing all complete and including cost of all jointing, testing, Generator, tripod, chain pulley block, crane, blower, Transporttion etc. complete as directed by Engineer in charge but excluding cost of M.S pipe, (For Casing).

Lowering laying and jointing in position to correct line and level by hydraulic jacking method with/without any outcoating on pedestals or chairs upon prepared formation. The rate to include loading, unloading, hoisting, marginal cutting, wherever required , assembling and tack welding, and transportation upto 1000 M etc complete as specified. 700 mm dia carrier pipe.

700 mm dia. MS Carrier Pipe Electric Arc Joint Welding with DP Test.

Painting of all pipes including supply of approve quality paint. 900mm dia. casing pipe outside one coats of red oxide primer paint

900mm dia. casing pipe inside Epoxy paint.

700mm dia. carrier pipe two coats of food grade Epoxy Paint over one coat of Epoxy primer.

Supplying and Fixing of 50mm dia (B class) G.I Vent Pipe at both end.

3” High-pressure Diesel operated water pump (5days x 10hrs) 5hp pump

Hydrolic test of Carrier Pipe

Providing pipe marker. Sign boards etc. complete as per the direction of Engineer In charge.

Laying of PCC M-15 in foundation and plinth for drive pit for pipe pushing all cost including materials and laying.

Bulk Water Meter connection Labour Cost Excavation (1.5*1.2*0.95)

Brick work (1.45*0.225*0.4*2)+(0.5*0.225*0.4*2)

Plaster 12 mm (1:6) (1.45*0.45*2)+(0.95*0.45*2)+(1.2*0.45*2)+(0.5*0.45*2)

Cement punning 1.5 mm (1.45*0.45*2)+(0.95*0.45*2)+(1.2*0.45*2)+(0.5*0.45*2)

Steel

Slab & hook(2 part) (1.45*0.95*0.075) M20 (1:1.5:3)

Material Cost providing,installation and giving satisfactoryfield testing of bulk water meter, horizontal inferential multijet type magnetic drive and dry dial suitable for ambient 50 degree C temperature duly sealed against tamering complete with flanges at both ends and conforming to class B as per ISO 4064

supplying and providing 50 mm HDPE pipe PN-10

Supplying and fixing Ferrule 25 mm

Operation and Maintenance for 5 Years 1st Year

2nd Year

3rd Year

4th Year

5th Year

Labour Cess @ 1%

M/s Daroga Pradhan