Left out work of Jainagar Domchanch and Koderma Mega Rural Pipe Water Supply Scheme under D. W. and S. Division Jhumritelaiya for the year 2025-26 on Turn Key Basis (3rd Call)

Earthwork in excavation of foundation trenches of toe wall,spillway,head ragulator,outlet,intake well etc. as per designed section in all kinds of soil, including moorum soil, soil muxed with kanker, pebbles and boulders up to 300 mm size and disposal of the same (beyond 50 M away from the toe of the dam base in the country side) with in initial lead of 1.5 M all lifts as per specification and direction of E/I.

Lift 0.00m to 1.50m

Lift 1.50m to 2.50m

Lift 2.50m to 3.00m

Earthwork in excavation of cut off trenches as per designed section in soft rock or ordinary rock (vide classification of soil item C) with disposal of spoil (beyond 50 M away from the toe of dam within 1 km with II lifts by truck including loading,unloading,construction and maintenance of haul road etc as per specification & direction of E/I. (soft rock where blasting is required and approved by the concerned chief Engineer)( 0% of excavation)

Lift 3.0 m to 3.50 M

Lift 3.50 m to 4.50 M

Lift 4.50 m to 5.5 M

Lift 6.50 m to 7.0 M

E/W in excavation of cut of trenches as per designed section in hard rock (where blasting is needed and stacking properly in approved stack size in approved stack size in approved stack yeard beyond 50 maway from the toe of dam in the country side with initial lead of 150m and lift of 1.5 m as per specification and direction of E/I (Excavated hard rock size should not be more than 150 lb)

Lift 7.0 m to 7.15 M

Providing and laying PCC or RCC M 150with nominal mix (1 : 2 : 4) in various components of barrage foundation with approved quality of 20 mm graded coarse aggregated of required grade as per design and aproved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened excluding cost of shuttering or from work as well of reinforcement, its cutting bending, binding and placing but including necessary tools and plants an

d vibrating, curing, royalty all taxes etc all complete job as per specification and direction of E/I.

Providing RCC M 300 with nominal mix (1:1:2) in various components of barrage foundation with approved quality of 20 mm graded coarse aggregated of required grade as per design and aproved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened excluding cost of shuttering or from work as well of reinforcement, its cutting bending, binding and placing but including necessary tools and plants and vibrating, curing, royalty all taxes etc all complete job as per specification and direction of E/I.

HEAD WORKS

Providing and laying in situ Cement concrete of trap/ granite /quartzite /gnesiss metal for RCC work as per details drawing and design or as directed by engineer-in -charge including normal normal dewatering Plywood Formwork , bully steel prop-ups , compaction, finishing the formed surfaces with CM (1:3) of sufficient min. thickness to give a smooth and even surface wherever necessary or roughing if a special finish is to be provided and curing etc.cmplete (by weight batching and mix design for M-25 and M-30 only) (Exculding M.S or Tor reinforcement.)

Vertical wall of Intake well

Providing 63 mm average thickness RCC M 200 with nominal mix of (1:1:5:3) in chhjja with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position ,vibrating,striking,6 mm cement plaster (1:4) in ceiling and side of chhjja with sand of FM 1.5 , curing(but excluding the cost of reinforcement,taxes,and royality all complete as per building specification and direction of E/I)

Providing MS reinforcemnet(tor steel) as per approved design and drawing,removal of rust, cutting, bending and binding including supplying annealed wire, placing MS rods in position all complete as per specification and direction of E/I(1.5 % of RCC quantity)

Brick work in designation 75A with CM 1:6 in superstructure with approved quality of coarse sand of requiite FM(2.5 to 3.0) washed and screened with raking out joints to 12 mm depth curing, scaffolding and its removal whereever required including royality and all taxes etc. complete job as per specifiction and direction of E/I

Supplying F/F M.S grill made of 20x6mm M.S flat as per approved design and drawing properly febricated with joints carrige to grill to work site as per specification and direction of E/I

Supplyig, fitting and fixing fully glazed steel doors,windows or ventilation of standard rolled "Z" and mullion steel sections and size as per IS-1038 joints met and welded with 100 x 16 x 3 mm MS lugs fixed in cement concrete (1:2:4) blocks 15 x 10 x 10 cm size including cost of oxidised iron fittings, with hinges handle per steps, catch springs,, 3mm thick plain glass panes with aluminium beads and inner frame fixed with ligs with 20 mm long 6.3 mm GI counter sunk mchine screw and nuts and applying a coat of red lead paint carrige to work site hoisting and placing in position in all storys and taxes all complete as per building specificatio as direction of E/I

Providing and fitting CI cover for man hole as per standerd specification with all complete (650x450)mm size (wt.25 kg)

Supplying and fixing rolling shutters of approved,made of required size MS lathes interlocked together through their entire length and jointed together at ends by end locks mounted on especially designed pipe shafts with brackets,side guides and arrangement for inside and outside locking with pull and push operation complete,including the cost of providng and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wires of adequate strength confirming to IS:4454 -part 1 and MS top cover of required thickness for rolling shutters 80 x 1.25 mm MS laths with 1.25 mm thick top cover

providing and fixing ball bearing for rolling shutter

Providing 12 mm thick cement plaster (1:6) with approved quality of sand of requisite FM 1.5 washed and screnned including curing , scaffolding wwhereever required and its removal ,royalty and all taxes etc complete job as per specification and direction of E/I

Providing 12 mm thick water proof cement plaster (1:3) with approved quality of sand of requisite FM 1.5 with 5% cico or any other approved water proofing compound including screnning including curing , scaffolding and all taxes etc complete job as per specification and direction of E/I

Providing 06 mm thick cement plaster (1:4) in ceiling of P/H and intake well with clean coarse sand of requisite FM 1.5 including screnning including curing , scaffolding and all taxes etc complete job as per specification and direction of E/I

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

Providing two coats of painting with ready paint of approved shade & make over steel surface including cleaning the surface throughtly scaffolding and taxs all complete as building specification and direction of E/I.

RS joist 250 x 125 (Grade A) size fitting and fixing in position including cutting to required in shape and size its carriaage applying a primer coat of red lead paaint etc all complete as per building specificaation and direction of E/I.

Supplying laying fitting and fixing 25 mm dia G.I pipes of medium class railling well lengths of approvided make is three rows each passing through 50x50x6 mm angle at 1.5 m c/c and additional post of every snowcem add painting 3 coats full paint over. one coat of aaticornssive paint of approved colours add shade including cost of all labour , transporting , beats to curve shape etc. all complete job.

Providing and fixing in position CI type dapuri steps of 22 mm dia MS bar steps with proper anchorage etc and providing and applying three coats of anti corrosive paint etc complete as per directed by E/I

Providing and fixing M.S sluice gates in position as per detailed drawing and specification including cost of all materials,labour,opearting pedestal,connecting rod,painting with three coats of anti corrosive paint, etc complete as directed by engineering in charge.

WATER TREATMENT PLANT

Intake Well With Pump House 10.0 M dia.

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and construction of R.C.C Intake well with Pump house all complete job. (Please refer to Section 5,Sl. 2.1 of SBD)

Providing and laying in situ Cement concrete of trap/ granite /quartzite /gnesiss metal for RCC work as per details drawing and design or as directed by engineer-in -charge including normal normal dewatering Plywood Formwork , bully steel prop-ups , compaction, finishing the formed surfaces with CM (1:3) of sufficient min. thickness to give a smooth and even surface wherever necessary or roughing if a special finish is to be provided and curing etc.cmplete (by weight batching and mix design for M-25 and M-25 only) (Exculding M.S or Tor reinforcement.) Beam at floor level & Slab Level

Providing RCC M 200 with nominal mix of (1:1:5:3) in band at lintel level with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position ,vibrating,striking,curing(but excluding the cost of reinforcement,taxes,and royality all complete as per building specification and direction of E/I) Roof Floor Slab

Providing RCC M 250 with nominal mix of (1:1:5:3) in band at lintel level with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position ,vibrating,striking,curing(but excluding the cost of reinforcement,taxes,and royality all complete as per building specification and direction of E/I) Columns

Providing and laying in situ Cement concrete of trap/ granite /quartzite /gnesiss metal for RCC work as per details drawing and design or as directed by engineer-in -charge including normal normal dewatering Plywood Formwork , bully steel prop-ups , compaction, finishing the formed surfaces with CM (1:3) of sufficient min. thickness to give a smooth and even surface wherever necessary or roughing if a special finish is to be provided and curing etc.cmplete (by weight batching and mix design for M-25 and M-30 only)use of L&T A.C.C ,Ambuja , Birla Gold , Manikgad , Rajashree , etc.cement is permitted (Exculding M.S or Tor reinforcement.) For RCC M-250 Band at lintel & Roof Level

Providing and fixing in position C.I./M.S rose pieces in intake wells including cost of all materials and labour, painting with three coats of anti-corrosive oil paint, etc.complete as directed by engineer-in-charge.

1st lift

Supplying equipments and labour for back filling excavated earth ground steining well all complete as per specification and direction

2nd lift

Earthwork in excavation of foundation trenches as per designed section in all kinds of soil, including moorum soil, soil muxed with kanker, pebbles and boulders up to 300 mm size and disposal of the same (beyond 50 M away from the toe of the dam base in the country side) with in initial lead of 1.5 M all lifts as per specification and direction of E/I

Earthwork in excavation of cut off trenches as per designed section in soft rock or ordinary rock (vide classification of soil item C) with disposal of spoil (beyond 50 M away from the toe of dam within 1 km with II lifts by truck including loading,unloading,construction and maintenance of haul road etc as per specification & direction of E/I. (soft rock where not blasting is required and approved by the concerned chief Engineer)( 0% of excavation)

Earthwork in back filling the trenches after laying different types and sizes of pipes with earth removed during excavation within initial lead and lift as per specification and design of engineeer-in-charge ( for classification of soil item B & C)

Providing PCC M 150 with nominal mix (1 : 2 : 4) in various components of barrage foundation with approved quality of 20 mm graded coarse aggregated of required grade as per design and aproved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened excluding cost of shuttering or from work as well of reinforcement, its cutting be

Providing and laying in situ Cement concrete of trap/ granite /quartzite /gnesiss metal for RCC work as per details drawing and design or as directed by engineer-in -charge including normal normal dewatering Plywood Formwork , bully steel prop-ups , compaction, finishing the formed surfaces with CM (1:3) of sufficient min. thickness to give a smooth and even surface wherever necessary or roughing if a special finish is to be provided and curing etc.cmplete (by weight batching and mix design for M-25 and M-30 only)use of L&T A.C.C ,Ambuja , Birla Gold , Manikgad , Rajashree , etc.cement is permitted (Exculding M.S or Tor reinforcement.) For RCC M-250 Pump House Roof

nding, binding and placing but including necessary tools and plants and vibrating, curing, royalty all taxes etc all complete job as per specification and direction of E/I.

Providing and laying in situ cement concrete of trap / granite/ quartzite/ gneiss metal for RCC work in foundation like raft , grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering , plywood from bully / steel propups compaction, finishing and curing etc. complete .(by weight batching and mix design for M-25 and M-30 only. (excluding M.S or Tor in RCC M-25) M-300

Providing and laying in situ cement concrete of trap / granite/ quartzite/ gneiss metal for RCC work in foundation like raft , grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering , plywood from bully / steel propups compaction, finishing and curing etc. complete .(by weight batching and mix design for M-25 and M-30 only. (excluding M.S or Tor in RCC M-300)

Floor Beam

Providing and laying in situ cement concrete of trap / granite/ quartzite/ gneiss metal for RCC work in foundation like raft , grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering , plywood from bully / steel propups compaction, finishing and curing etc. complete .(by weight batching and mix design for M-25 and M-30 only. (excluding M.S or Tor in RCC M-25)

Providing RCC M- 250 with nominal mix in roof slab nominal mix in foundation and plinth, plinth beam ,band etc. with approved quality of stone chips 20 mm to 6 0 mm size graded and clean coarse sand of F.M 2.5 to 3.0 including screening ,shuttering mixxing cement concrete , in mixter and placeing in position , vibration, strinking curing (but excluding the cost of reinforcement taxes in roylaty all complete job as per building specification and direction E/I

Providing MS reinforcemnet(tor steel) as per approved design and drawing,removal of rust, cutting, bending and binding including supplying annealed wire, placing MS rods in position all complete as per specification and direction of E/I

Providing 12 mm thick water proof cement plaster (1:3) with approved quality of sand of requisite FM 1.5 with 5% cico or any other approved water proofing compound including screnning including curing , scaffolding and all taxes etc complete job as per specification and direction of E/I

Providing 12 mm thick cement plaster(1:4) with approved quality of sand of requisite FM(2.5 to 3.0) washed and screened including curing,scaffolding whereever required and its removal,royalty and all taxes etc complete job as per specification and direction of E/I

Carriage of material from divisional store are kiln side or quality side to work including contractor profit loading, unloading transportation are complete.

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Bricks 06 KM lead

Providing and fixing in position C.I./M.S rose pieces in intake wells including cost of all materials and labour, painting with three coats of anti-corrosive oil paint, etc.complete as directed by engineer-in-charge.

Stone/Stone Chips 11 KM lead

1st lift

Supplying equipments and labour for back filling excavated earth ground steining well all complete as per specification and direction

2nd lift

Earthwork in excavation of foundation trenches as per designed section in all kinds of soil, including moorum soil, soil muxed with kanker, pebbles and boulders up to 300 mm size and disposal of the same (beyond 50 M away from the toe of the dam base in the country side) with in initial lead of 1.5 M all lifts as per specification and direction of E/I

Earthwork in excavation of cut off trenches as per designed section in soft rock or ordinary rock (vide classification of soil item C) with disposal of spoil (beyond 50 M away from the toe of dam within 1 km with II lifts by truck including loading,unloading,construction and maintenance of haul road etc as per specification & direction of E/I. (soft rock where not blasting is required and approved by the concerned chief Engineer)( 0% of excavation)

Earthwork in back filling the trenches after laying different types and sizes of pipes with earth removed during excavation within initial lead and lift as per specification and design of engineeer-in-charge ( for classification of soil item B & C)

Providing PCC M 150 with nominal mix (1 : 2 : 4) in various components of barrage foundation with approved quality of 20 mm graded coarse aggregated of required grade as per design and aproved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened excluding cost of shuttering or from work as well of reinforcement, its cutting be

Providing and laying in situ cement concrete of trap / granite/ quartzite/ gneiss metal for RCC work in foundation like raft , grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering , plywood from bully / steel propups compaction, finishing and curing etc. complete .(by weight batching and mix design for M-25 and M-30 only. (excluding M.S or Tor in RCC M-25) M-300

Doing Geotechnical survey, Collecting field data, designing aesthetically, getting it approved by competent authority and Providing all labours and equipment for designing & CONSTRUCTION OF GangWay Bridge 75.1 M long and 3.95 M wide APPROACH BRIDGE (pl.refer to Sec-5 Sl.no. 2.2 of SBD for technical specification)

nding, binding and placing but including necessary tools and plants and vibrating, curing, royalty all taxes etc all complete job as per specification and direction of E/I.

Providing and laying in situ cement concrete of trap / granite/ quartzite/ gneiss metal for RCC work in foundation like raft , grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering , plywood from bully / steel propups compaction, finishing and curing etc. complete .(by weight batching and mix design for M-25 and M-30 only. (excluding M.S or Tor in RCC M-300)

Floor Beam

Providing and laying in situ cement concrete of trap / granite/ quartzite/ gneiss metal for RCC work in foundation like raft , grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering , plywood from bully / steel propups compaction, finishing and curing etc. complete .(by weight batching and mix design for M-25 and M-30 only. (excluding M.S or Tor in RCC M-25)

Providing RCC M- 250 with nominal mix in roof slab nominal mix in foundation and plinth, plinth beam ,band etc. with approved quality of stone chips 20 mm to 6 0 mm size graded and clean coarse sand of F.M 2.5 to 3.0 including screening ,shuttering mixxing cement concrete , in mixter and placeing in position , vibration, strinking curing (but excluding the cost of reinforcement taxes in roylaty all complete job as per building specification and direction E/I

Providing MS reinforcemnet(tor steel) as per approved design and drawing,removal of rust, cutting, bending and binding including supplying annealed wire, placing MS rods in position all complete as per specification and direction of E/I

Providing 12 mm thick water proof cement plaster (1:3) with approved quality of sand of requisite FM 1.5 with 5% cico or any other approved water proofing compound including screnning including curing , scaffolding and all taxes etc complete job as per specification and direction of E/I

Providing 12 mm thick cement plaster(1:4) with approved quality of sand of requisite FM(2.5 to 3.0) washed and screened including curing,scaffolding whereever required and its removal,royalty and all taxes etc complete job as per specification and direction of E/I

Carriage of material from divisional store are kiln side or quality side to work including contractor profit loading, unloading transportation are complete.

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Part -3 KODERMA BLOCK

Part -4 DOMCHANCH BLOCK

Providing and fixing in position C.I./M.S rose pieces in intake wells including cost of all materials and labour, painting with three coats of anti-corrosive oil paint, etc.complete as directed by engineer-in-charge.

Stone/Stone Chips 11 KM lead

1st lift

Earthwork in excavation of foundation trenches as per designed section in all kinds of soil, including moorum soil, soil muxed with kanker, pebbles and boulders up to 300 mm size and disposal of the same (beyond 50 M away from the toe of the dam base in the country side) with in initial lead of 1.5 M all lifts as per specification and direction of E/I

Earthwork in excavation of cut off trenches as per designed section in soft rock or ordinary rock (vide classification of soil item C) with disposal of spoil (beyond 50 M away from the toe of dam within 1 km with II lifts by truck including loading,unloading,construction and maintenance of haul road etc as per specification & direction of E/I. (soft rock where not blasting is required and approved by the concerned chief Engineer)( 0% of excavation)

Part -5 DOMCHANCH BLOCK

Part -6 KODERMA BLOCK

Providing and laying in situ cement concrete of trap / granite/ quartzite/ gneiss metal for RCC work in foundation like raft , grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering , plywood from bully / steel propups compaction, finishing and curing etc. complete .(by weight batching and mix design for M-25 and M-30 only. (excluding M.S or Tor in RCC M-25) M-300

nding, binding and placing but including necessary tools and plants and vibrating, curing, royalty all taxes etc all complete job as per specification and direction of E/I.

Supplying labour and tools for laying and jointing HDPE pipes in Trenches and making butt welded joint supplying heating mirror jack etc and providing night guard barrier and red light to safe guard etc all complete

Floor Beam

Providing and laying in situ cement concrete of trap / granite/ quartzite/ gneiss metal for RCC work in foundation like raft , grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering , plywood from bully / steel propups compaction, finishing and curing etc. complete .(by weight batching and mix design for M-25 and M-30 only. (excluding M.S or Tor in RCC M-25)

Providing RCC M- 250 with nominal mix in roof slab nominal mix in foundation and plinth, plinth beam ,band etc. with approved quality of stone chips 20 mm to 6 0 mm size graded and clean coarse sand of F.M 2.5 to 3.0 including screening ,shuttering mixxing cement concrete , in mixter and placeing in position , vibration, strinking curing (but excluding the cost of reinforcement taxes in roylaty all complete job as per building specification and direction E/I

Providing MS reinforcemnet(tor steel) as per approved design and drawing,removal of rust, cutting, bending and binding including supplying annealed wire, placing MS rods in position all complete as per specification and direction of E/I

Providing 12 mm thick water proof cement plaster (1:3) with approved quality of sand of requisite FM 1.5 with 5% cico or any other approved water proofing compound including screnning including curing , scaffolding and all taxes etc complete job as per specification and direction of E/I

Providing 12 mm thick cement plaster(1:4) with approved quality of sand of requisite FM(2.5 to 3.0) washed and screened including curing,scaffolding whereever required and its removal,royalty and all taxes etc complete job as per specification and direction of E/I

Carriage of material from divisional store are kiln side or quality side to work including contractor profit loading, unloading transportation are complete.

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

63 mm dia HDPE Pipe

75 mm dia HDPE Pipe

Providing and fixing in position C.I./M.S rose pieces in intake wells including cost of all materials and labour, painting with three coats of anti-corrosive oil paint, etc.complete as directed by engineer-in-charge.

Stone/Stone Chips 11 KM lead

1st lift

Earthwork in excavation of foundation trenches as per designed section in all kinds of soil, including moorum soil, soil muxed with kanker, pebbles and boulders up to 300 mm size and disposal of the same (beyond 50 M away from the toe of the dam base in the country side) with in initial lead of 1.5 M all lifts as per specification and direction of E/I

Earthwork in excavation of cut off trenches as per designed section in soft rock or ordinary rock (vide classification of soil item C) with disposal of spoil (beyond 50 M away from the toe of dam within 1 km with II lifts by truck including loading,unloading,construction and maintenance of haul road etc as per specification & direction of E/I. (soft rock where not blasting is required and approved by the concerned chief Engineer)( 0% of excavation)

Part -5 DOMCHANCH BLOCK

Part -6 KODERMA BLOCK

Providing and laying in situ cement concrete of trap / granite/ quartzite/ gneiss metal for RCC work in foundation like raft , grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering , plywood from bully / steel propups compaction, finishing and curing etc. complete .(by weight batching and mix design for M-25 and M-30 only. (excluding M.S or Tor in RCC M-25) M-300

nding, binding and placing but including necessary tools and plants and vibrating, curing, royalty all taxes etc all complete job as per specification and direction of E/I.

Supplying labour and tools for laying and jointing HDPE pipes in Trenches and making butt welded joint supplying heating mirror jack etc and providing night guard barrier and red light to safe guard etc all complete

Floor Beam

Providing and laying in situ cement concrete of trap / granite/ quartzite/ gneiss metal for RCC work in foundation like raft , grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering , plywood from bully / steel propups compaction, finishing and curing etc. complete .(by weight batching and mix design for M-25 and M-30 only. (excluding M.S or Tor in RCC M-25)

Providing RCC M- 250 with nominal mix in roof slab nominal mix in foundation and plinth, plinth beam ,band etc. with approved quality of stone chips 20 mm to 6 0 mm size graded and clean coarse sand of F.M 2.5 to 3.0 including screening ,shuttering mixxing cement concrete , in mixter and placeing in position , vibration, strinking curing (but excluding the cost of reinforcement taxes in roylaty all complete job as per building specification and direction E/I

Providing MS reinforcemnet(tor steel) as per approved design and drawing,removal of rust, cutting, bending and binding including supplying annealed wire, placing MS rods in position all complete as per specification and direction of E/I

Providing 12 mm thick water proof cement plaster (1:3) with approved quality of sand of requisite FM 1.5 with 5% cico or any other approved water proofing compound including screnning including curing , scaffolding and all taxes etc complete job as per specification and direction of E/I

Providing 12 mm thick cement plaster(1:4) with approved quality of sand of requisite FM(2.5 to 3.0) washed and screened including curing,scaffolding whereever required and its removal,royalty and all taxes etc complete job as per specification and direction of E/I

Carriage of material from divisional store are kiln side or quality side to work including contractor profit loading, unloading transportation are complete.

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Bracing

110 mm HDPE

Providing and fixing in position C.I./M.S rose pieces in intake wells including cost of all materials and labour, painting with three coats of anti-corrosive oil paint, etc.complete as directed by engineer-in-charge.

1st lift

Supplying equipments and labour for back filling excavated earth ground steining well all complete as per specification and direction

1st lift

Earthwork in excavation of foundation trenches as per designed section in all kinds of soil, including moorum soil, soil muxed with kanker, pebbles and boulders up to 300 mm size and disposal of the same (beyond 50 M away from the toe of the dam base in the country side) with in initial lead of 1.5 M all lifts as per specification and direction of E/I

Earthwork in excavation of cut off trenches as per designed section in soft rock or ordinary rock (vide classification of soil item C) with disposal of spoil (beyond 50 M away from the toe of dam within 1 km with II lifts by truck including loading,unloading,construction and maintenance of haul road etc as per specification & direction of E/I. (soft rock where not blasting is required and approved by the concerned chief Engineer)( 0% of excavation)

Earthwork in back filling the trenches after laying different types and sizes of pipes with earth removed during excavation within initial lead and lift as per specification and design of engineeer-in-charge ( for classification of soil item B & C)

Cement 10 KM lead

Providing PCC M 150 with nominal mix (1 : 2 : 4) in various components of barrage foundation with approved quality of 20 mm graded coarse aggregated of required grade as per design and aproved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened excluding cost of shuttering or from work as well of reinforcement, its cutting be

nding, binding and placing but including necessary tools and plants and vibrating, curing, royalty all taxes etc all complete job as per specification and direction of E/I.

Providing and laying in situ cement concrete of trap / granite/ quartzite/ gneiss metal for RCC work in foundation like raft , grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering , plywood from bully / steel propups compaction, finishing and curing etc. complete .(by weight batching and mix design for M-25 and M-30 only. (excluding M.S or Tor in RCC M-300)

Floor Beam

Providing and laying in situ cement concrete of trap / granite/ quartzite/ gneiss metal for RCC work in foundation like raft , grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering , plywood from bully / steel propups compaction, finishing and curing etc. complete .(by weight batching and mix design for M-25 and M-30 only. (excluding M.S or Tor in RCC M-25)

Providing RCC M- 250 with nominal mix in roof slab nominal mix in foundation and plinth, plinth beam ,band etc. with approved quality of stone chips 20 mm to 6 0 mm size graded and clean coarse sand of F.M 2.5 to 3.0 including screening ,shuttering mixxing cement concrete , in mixter and placeing in position , vibration, strinking curing (but excluding the cost of reinforcement taxes in roylaty all complete job as per building specification and direction E/I

Providing MS reinforcemnet(tor steel) as per approved design and drawing,removal of rust, cutting, bending and binding including supplying annealed wire, placing MS rods in position all complete as per specification and direction of E/I

Providing 12 mm thick water proof cement plaster (1:3) with approved quality of sand of requisite FM 1.5 with 5% cico or any other approved water proofing compound including screnning including curing , scaffolding and all taxes etc complete job as per specification and direction of E/I

Providing 12 mm thick cement plaster(1:4) with approved quality of sand of requisite FM(2.5 to 3.0) washed and screened including curing,scaffolding whereever required and its removal,royalty and all taxes etc complete job as per specification and direction of E/I

Carriage of material from divisional store are kiln side or quality side to work including contractor profit loading, unloading transportation are complete.

Cement 10 KM lead

Steel 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Stone/Stone Chips 11 KM lead

Providing 6 mm thick cement plaster(1:4) in ceiling with clean coarse sand of FM-1.5 including curing with all leads & liftss caffolding taxes & royality all complete as per specification and direction of E/I

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

Carriage of materials from divisional store or kiln site or quarry site to work site including contract profit, loading, unloading, transportation, etc. all complete.

Supply, installation.erecting and comm1sslon1ng of water lubricated Vert1cnl Turbine Pump shall be of IS-1710 or latest Indian Standards and manufacturing standards of suitable number of stages. operating at 1500 RPM for suilable discharge against required head cons1st1ng of suitable bronze impellers column pipe pump shaft etc of K1rloskar:WPIU Mather & Platt make coupled with squirrel cage 1 induction motor (IE3) as per IS-12615 rating having 10% more rating or pump, operaling on 1500 rpm,415V 50Hz AC Supply of Kirloskar/ABB/ Siemens/ Marathon/ CGL make along with suitable base plate. spider bearing, strainer , sluice valve NR valve, pressure gauge. delivery piping work Common Header specials bolt nut. spring washer including construc!Jon PCC foundation. etc all -complete as per the instruclion of El Discharge :- 118.86 LPS; Head 81m

Supply, installation and commissitioning of fully automatic star delta starter in a provided cubical panel to operate squirrel cage induction motor working on 380-440 volt ,3 phase,50 HZ with no volt coil over load relay on off push buttons with necessary material and connected to supply ,etc complete

Supply,installation, erectingand commissioning of 400 Sq mm,3.5 C, 1.1 KVgrade,XLPE/PVC,armoured Aluminium Cables from Transformer to PanelIncluding laying,jointing, terminations.etc an complete

Supply, mstallabon,erecting and commissioning of 150 Sq mm, 3.0 c.1.1KV grade,XLPE/PVC, armoured Copper Cables from Panel to Starter mdudmglaying, 1oinbng,terminations, etc. all complete.

Supply. installation, erecting and commissioning of earthing Wlth all material as per IS-3043 for motors

Doing Geotechnical survey, Collecting field data, designing aesthetically, getting it approved by competent authority and Providing all labours and equipment for designing & CONSTRUCTION OF Pipe Bridge 67.5 M long and 3.95 M wide APPROACH BRIDGE (pl.refer to Sec-5 Sl.no. 2.2 of SBD for technical specification)

Initial Lift

Supply. installation, erecting and commissioning of Arrestor.2 nos first -aid box. 2Nos fire extingusher.2nos rubber ,,, matting,Tools & tackles, Emergency light, lnsulation Gloves & shoes,Healmet etc for pumphouse

Supply, installation,erecting andoonvnissioning of 5T Single Girder HalCI()petaled CiraJtar I Rectangular Travelhng Crane Wlth 6 m lift complete wtlh chain puley block ( ISi marked and travelling trolley both tested for 50 % over load including arrangement for longitudinal travel /circular travel and cross travel with wheel,hand chain, etc.complete

Supply. installation,erecting and commisSioning of internal and external lighting with suitable ledlumenaties,wiring,dislllbution box safety ttems.ele. at pumphouse

Supplying installation and commissioning of horizontal split casing centrifugal pump set of KIRLOSKAR/JYOTI/Mathar and Platt/11.66 lps /WPIL make capable of having discharge against total 65mhead and mounted of common base plate coupled with SPDP squirrel cage suitable capacity induction motor of KIRLOSKAR /JYOTI /CROMPTON GREAVES /ABB/SIEMENS make operated on 415 volts 10%, 3 phase 50HZ A.C. supply having speed 1450 rpm including cost of supplying,fitting and fixing of all required accessories such as D.I. D/F special sluice valve, N.R. valve, foot valve, ISI marked and making suction of delivery line,common header,pressure gauge,reducer,labour,technics etc. All complete including cost of supplying ,errecting and commissioning. Note: ( Contractor will again have to check the design of motor, pump and he will get it approved by the deptt.)

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

Discharge:- 23.22 LPS; Head:-55 m (1W+1S)

Discharge:- 106.02 LPS; Head:-71 m (1W+1S)

Discharge:- 85.53 LPS; Head:-72 m (1W+1S)

g. with all required safety devices & accesones, etc. all complete .

Supply, installationon,erecting and commissioning of 400 Sq mm,3 5 c.11 KVgrade, XLPE/PVC,armoured Aluminium Cables from Transformer to Panel including laying,jointing,!errninaoons,etc. All complele

Supply, installationon,erecting and commissioning of 3. 5 c.1.1 KVgrade, XLPE/PVC,armoured copper Cables from panel to strater including laying termination etc all complete

Earthing: Earthing with copper earth plate including accessories and providing masanory enclosure with cover plate having locking arrangement and watering pipe of 2.7 m long etc. with charcoal / coke and salt as required conforming IS:3043.

For Bracing

Crane: Providing, erecting triple spur gear type Chain Pulley Block suitable for 3 Tonne capacity 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 carrying ISI mark.

Safety Items: Supplying, Installation and erecting of Fire extinguisher, Lightening Arrestor, emergency light, First aid box, insulation gloves & shoes, tools & tackles, rubber matting, instruction manual, etc. as per requirement and Indian standards at Pump house.

Earthwork in excavtion ( as per IS 3114/1965) for laying of different types and size 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 -v\charge ( for classification of soil item-B

Earthwork in excavation of foundation trenches as per design section in ordinary soft rock( vide classification of soil item-c) and disposal of excavated materials so obtained ( 10 M away from the edge of the trenches) and initial lift of 1.5 m as per specification and direction of E/I in ordinary or soft rock( where blasting is not required) in soil item-C in soft rock.

Earthwork in excavation of foundation trenches as per designed section in all kinds of soil, including moorum soil, soil muxed with kanker, pebbles and boulders up to 300 mm size and disposal of the same (beyond 50 M away from the toe of the dam base in the country side) with in initial lead of 1.5 M all lifts as per specification and direction of E/I

Pucca road ( except black top only taken out material to be used) for cutting road as per requirement. Assuming 10 % of total road cutting

Dismantling plain cement or lime concrete work including stacking serviceable materials in countable stacks within 15 meter lead and disposal of un- seviceable materials with all leads all complete as per direction of E/I.

Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm-6mm size graded and clean coarse sand of FM 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 E/I(150mm)

Supplying centrifugally cast(spun) ductile iron pressure pipe for water supply with socket and spigot ends confirming to IS8329/2000 in standard lengths of class K-9 suitable for push on joint ( rubber gasket jointing) with cement mortar lining on inside surface and outside zinc coating with bituminous paint including all other taxes insurance carriage to work site with loading unloading etc. including inspection charges and all complete for Jharkhand

200 mm dia

600 mm dia

700 mm dia

For 150-200 mm dia pipe

For 700 mm dia pipe

Providing and supplying ISI mark CI D/F reflux valves (non return Valves) of following dia inspection charges unloding from railway wagon,loading into truck transportation upto departmental stores /site,unloding,stacking etc.complete reflux valves as per I.S 5312 part 1 (1984)without bypass arangement PN-1.6

Providing and supplying Air Valves as per IS- 14845 and MJP’s standard specifications double orifice type combined with screw down isolating valve, 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 insurance,third party inspection charges, loading, unloading,transportation upto departmental stores, excluding GST levied by GOI & GOM in all respect etc. complete.

For 700 mm dia pipe

Providing and supplying ISI mark CI D/F reflux valves (non return Valves) of following dia inspection charges unloding from railway wagon,loading into truck transportation upto departmental stores /site,unloding,stacking etc.complete reflux valves as per I.S 5312 part 1 (1984)without bypass arangement PN-1.6

Dismantling plain cement or lime concrete work including stacking serviceable materials in countable stacks within 15 meter lead and disposal of un- seviceable materials with all leads all complete as per direction of E/I.

Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm-6mm size graded and clean coarse sand of FM 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 E/I(150mm)

Supplying centrifugally cast(spun) ductile iron pressure pipe for water supply with socket and spigot ends confirming to IS8329/2000 in standard lengths of class K-9 suitable for push on joint ( rubber gasket jointing) with cement mortar lining on inside surface and outside zinc coating with bituminous paint including all other taxes insurance carriage to work site with loading unloading etc. including inspection charges and all complete for Jharkhand

Lowering, la

Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm-6mm size graded and clean coarse sand of FM 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 E/I(150mm)

ying and fixing in proper alignment and position all types of 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).

Labour charge for one cutting of cast iron pipe and specials including supplying necessary tools and plants ,chipping or filling the surface finish as per specification and direction of E/I

Supplying labour and tools as well as lead and yarn as per I.S.I specification conforming to I.S.I 1782-1978 and yarn confirming to I.S.S 6578-1972 for laying jointing DI/C.I spun pipes without supplying rubber gusket, in tranches and providing night guard barrier and red light to safe guard against acedent etc. all complete as per specification and direction of E/I (pipe to be supplied departmetally free of cost and laying of D.I pipes to be done as per I.S.S -3114-1985

500 mm dia

700mm dia

Lowering, la

Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm-6mm size graded and clean coarse sand of FM 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 E/I(150mm)

ying and fixing in proper alignment and position all types of 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).

Lowering, la

Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm-6mm size graded and clean coarse sand of FM 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 E/I(150mm)

ying and fixing in proper alignment and position all types of 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).

Labour charge for one cutting of cast iron pipe and specials including supplying necessary tools and plants ,chipping or filling the surface finish as per specification and direction of E/I

Supplying labour and tools as well as lead and yarn as per I.S.I specification conforming to I.S.I 1782-1978 and yarn confirming to I.S.S 6578-1972 for laying jointing DI/C.I spun pipes without supplying rubber gusket, in tranches and providing night guard barrier and red light to safe guard against acedent etc. all complete as per specification and direction of E/I (pipe to be supplied departmetally free of cost and laying of D.I pipes to be done as per I.S.S -3114-1985

500 mm dia

Providing double flanged sluice valve confirming for IS 2906/14846 including worn gear arrangements as per test pressure stainless steel, spindle, caps including all transportation etc. complete without bypass arrangement PN 1

Lowering, la

Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm-6mm size graded and clean coarse sand of FM 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 E/I(150mm)

ying and fixing in proper alignment and position all types of 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).

200 mm dia

Supplying labour and tool for fixing CI sluice valve trenches with a pair of CI tail pair including making flanged joints as per iS specification, including flanged joists as per IS specification confirming to I.S.S. 782-19978 confirming to I.S.S. 6557-1972 and nuts and bolts confirming to I.S.S. 1364-1983. including drilling holes in flanged if required as per specification and direction of E/I.

200 mm dia nr valve

Supplying labours, tools and tackles for testing of lead C.I. or D.I. or U.P.V.C. or H.D.P.E. or A.C. pressure pipe upto 60 mtr head of water all complete as per specification and direction of E/I

Thrust block pipe dia :500mm

Doing Geotechnical survey, Collecting field data, designing aesthetically, getting it approved by competent authority and Providing all labours and equipment for designing & CONSTRUCTION OF Pipe Bridge 60.0 M long and 3.95 M wide APPROACH BRIDGE (pl.refer to Sec-5 Sl.no. 2.2 of SBD for technical specification)

For Bracing

Crane: Providing, erecting triple spur gear type Chain Pulley Block suitable for 3 Tonne capacity 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 carrying ISI mark.

Safety Items: Supplying, Installation and erecting of Fire extinguisher, Lightening Arrestor, emergency light, First aid box, insulation gloves & shoes, tools & tackles, rubber matting, instruction manual, etc. as per requirement and Indian standards at Pump house.

Earthwork in excavtion ( as per IS 3114/1965) for laying of different types and size 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 -v\charge ( for classification of soil item-B

Earthwork in excavation of foundation trenches as per design section in ordinary soft rock( vide classification of soil item-c) and disposal of excavated materials so obtained ( 10 M away from the edge of the trenches) and initial lift of 1.5 m as per specification and direction of E/I in ordinary or soft rock( where blasting is not required) in soil item-C in soft rock.

Earthwork in excavation of foundation trenches as per designed section in all kinds of soil, including moorum soil, soil muxed with kanker, pebbles and boulders up to 300 mm size and disposal of the same (beyond 50 M away from the toe of the dam base in the country side) with in initial lead of 1.5 M all lifts as per specification and direction of E/I

Thrust block pipe dia :600mm

Construction of B.W. masonary valve chamber of size 1.20 X 0.9 X 1.5 mt. as per enclosed annexure.

Scour valve

Construction of B.W. masonary valve chamber of size 1.50 X 1.2 X 1.8 mt. as per enclosed annexure.

Construction of B.W. masonary valve chamber of size 2.0 X 2.0 X 1.5 mt. as per enclosed annexure.

Supplying centrifugally cast(spun) ductile iron pressure pipe for water supply with socket and spigot ends confirming to IS8329/2000 in standard lengths of class K-7 suitable for push on joint ( rubber gasket jointing) with cement mortar lining on inside surface and outside zinc coating with bituminous paint including all other taxes insurance carriage to work site with loading unloading etc. including inspection charges and all complete for Jharkhand

100 mm dia

150 mm dia

200 mm dia

250mm dia

300 mm dia

Construction of B.W. masonary valve chamber of size 1.20 X 0.9 X 1.5 mt. as per enclosed annexure.

Scour valve

Construction of B.W. masonary valve chamber of size 1.50 X 1.2 X 1.8 mt. as per enclosed annexure.

Construction of B.W. masonary valve chamber of size 2.0 X 2.0 X 1.5 mt. as per enclosed annexure.

Supplying centrifugally cast(spun) ductile iron pressure pipe for water supply with socket and spigot ends confirming to IS8329/2000 in standard lengths of class K-7 suitable for push on joint ( rubber gasket jointing) with cement mortar lining on inside surface and outside zinc coating with bituminous paint including all other taxes insurance carriage to work site with loading unloading etc. including inspection charges and all complete for Jharkhand

100 mm dia

150 mm dia

Construction of B.W. masonary valve chamber of size 1.20 X 0.9 X 1.5 mt. as per enclosed annexure.

Scour valve

Construction of B.W. masonary valve chamber of size 1.50 X 1.2 X 1.8 mt. as per enclosed annexure.

Construction of B.W. masonary valve chamber of size 2.0 X 2.0 X 1.5 mt. as per enclosed annexure.

Supplying centrifugally cast(spun) ductile iron pressure pipe for water supply with socket and spigot ends confirming to IS8329/2000 in standard lengths of class K-7 suitable for push on joint ( rubber gasket jointing) with cement mortar lining on inside surface and outside zinc coating with bituminous paint including all other taxes insurance carriage to work site with loading unloading etc. including inspection charges and all complete for Jharkhand

100 mm dia

150 mm dia

700mm dia

Construction of B.W. masonary valve chamber of size 1.20 X 0.9 X 1.5 mt. as per enclosed annexure.

Scour valve

Construction of B.W. masonary valve chamber of size 1.50 X 1.2 X 1.8 mt. as per enclosed annexure.

Construction of B.W. masonary valve chamber of size 2.0 X 2.0 X 1.5 mt. as per enclosed annexure.

Supplying centrifugally cast(spun) ductile iron pressure pipe for water supply with socket and spigot ends confirming to IS8329/2000 in standard lengths of class K-7 suitable for push on joint ( rubber gasket jointing) with cement mortar lining on inside surface and outside zinc coating with bituminous paint including all other taxes insurance carriage to work site with loading unloading etc. including inspection charges and all complete for Jharkhand

100 mm dia

150 mm dia

For 150-200 mm dia pipe

350-450 mm dia DI K-9

For 500-600 mm dia pipe

Scour Valve

250 mm Dia

450 mm Dia

Air Valve Singal Ball Flanged Type - PN -1.6

For 700 mm dia pipe

Providing and supplying Air Valves as per IS- 14845 and MJP’s standard specifications double orifice type combined with screw down isolating valve, 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 insurance,third party inspection charges, loading, unloading,transportation upto departmental stores, excluding GST levied by GOI & GOM in all respect etc. complete.

For 500-600 mm dia pipe

Scour Valve

250 mm Dia

Air Valve Singal Ball Flanged Type - PN -1.6

For 700 mm dia pipe

Thrust block pipe dia :700mm

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

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

Air Valve Double Ball Flanged Type - PN -1.6

Construction of B.W. masonary valve chamber of size 1.20 X 0.9 X 1.5 mt. as per enclosed annexure.

Scour valve

Construction of B.W. masonary valve chamber of size 1.50 X 1.2 X 1.8 mt. as per enclosed annexure.

Construction of B.W. masonary valve chamber of size 2.0 X 2.0 X 1.5 mt. as per enclosed annexure.

Supplying centrifugally cast(spun) ductile iron pressure pipe for water supply with socket and spigot ends confirming to IS8329/2000 in standard lengths of class K-7 suitable for push on joint ( rubber gasket jointing) with cement mortar lining on inside surface and outside zinc coating with bituminous paint including all other taxes insurance carriage to work site with loading unloading etc. including inspection charges and all complete for Jharkhand

100 mm dia

150 mm dia

Providing double flanged sluice valve confirming for IS 2906/14846 including worn gear arrangements as per test pressure stainless steel, spindle, caps including all transportation etc. complete without bypass arrangement PN 1

Construction of B.W. masonary valve chamber of size 1.20 X 0.9 X 1.5 mt. as per enclosed annexure.

Scour valve

Construction of B.W. masonary valve chamber of size 1.50 X 1.2 X 1.8 mt. as per enclosed annexure.

Construction of B.W. masonary valve chamber of size 2.0 X 2.0 X 1.5 mt. as per enclosed annexure.

Supplying centrifugally cast(spun) ductile iron pressure pipe for water supply with socket and spigot ends confirming to IS8329/2000 in standard lengths of class K-7 suitable for push on joint ( rubber gasket jointing) with cement mortar lining on inside surface and outside zinc coating with bituminous paint including all other taxes insurance carriage to work site with loading unloading etc. including inspection charges and all complete for Jharkhand

100 mm dia

150 mm dia

Providing double flanged sluice valve confirming for IS 2906/14846 including worn gear arrangements as per test pressure stainless steel, spindle, caps including all transportation etc. complete without bypass arrangement PN 1.6 Scour valve

150 mm dia

250 mm dia

Sluice Valve

Thrust block pipe dia 100 mm

Thrust block pipe dia 150 mm

Thrust block pipe dia 200 mm

Supplying labours, tools and tackles for testing of lead C.I. or D.I. or U.P.V.C. or H.D.P.E. or A.C. pressure pipe upto 60 mtr head of water all complete as per specification and direction of E/I

scour valve100 mm dia

Thrust block pipe dia :250mm

Thrust block pipe dia :300mm

Providing and laying in situ reinforced cement conccrete in sub structure complete as per drawing and technical specification with all complete for column (RCC M35)

Stone/Stone Chips 11 KM lead

RAW WATER PUMPING MACHINERY & ELECTRICAL WORK

Supply, installation, testing and commisssioning of vertical turbine pumpsets with allied equipment as under (Please refer to Section 5,Sl. 2.4 of SBD)

CLEAR WATER PUMPING MACHINERY & ELECTRICAL WORKS AT WTP

Suply, installation, testing and commisssioning of horizontal casing centrifugal pumpsets with alied equipment as (Please refer to Section 5, Sl. 2.5 of SBD)

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Laying of Raw & clear water Rising Main (Please refer to Section 5,Sl. 3.0 of SBD)

Pure Water Rising main.

Twin Type Staff Quarter - 1 Unit (Please refer to Section 5, Sl. 2.7 of SBD)

E/W in Excavation in foundation trenches in ordinary soil (Vide classification of soil Item -A) & disposal of excavatd earth obtained to a distance up to 50 M including all lift leveling ramming the foundation trenches removing root of trees scrubs all complete as per approved design.

Providing, coarse clean sand in filling in foudation trenches /in Plinth including ramming & watering in layers not exceeding 150 mm thick with all leads lift including cost of all materilas, labour, royalty & taxes all complete as per building specification & direction of E/I

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

Providing P.C.C M-100 in nominal mix of (1:3:6) in foundation with appoved quantity of stone metal (50 mm 25 mm dia size)graded & clean coarse sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer & placing in position, vibrating, striking, curing taxes & royalty all complete as per building specification & direction of E/I

Providing designation 75 A brick work in C.M. (1:6) in foundation 7 Plinth with approved quality of clean coarse sand of F.M 2 to 2.5 including Providing 10 mm thick mortar joints, Cost of screening, materials, Scaffolding, raking out joints to 15 mm depth curing, taxes & royalty all complete as per building specification & direction of E/I

Providing 25 mm thick damp proof coarse with cement concrete M-150 with nominal mix of (1:2:4) with approved quality of stone chips of 20 mm to 6 mm size graded and clean coarse sand of F.M 2.5 to3 including screening, shuttering mixing cement concrete in mixer with 5% cico or any other approved water proffing compound and placing in position, vibrating, striing, curing, taxes & royalty all complete as per building specification & direction of E/I

Providing designation 75 A brick work in C.M (1:6) in super structure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing10 mm thick motar joints, cost of screening, materials, scaffolding, raking out joints to 15 mm depth curing, taxes & royalty all complete as per building specification & direction of E/I

Centering & Shuttering

Providing average 63 mm thick R.C.C M -1

50 with nominal mix (1:2:4) chajja in shelves with approved quality of stone chips 20 mm to 6 mm size graded & clean coarse sand of F.M 2.5 to 3 including making drip course in concrete , screening , centering shuttering & mixing cement concrete in mixer & placing in position vibrating, striking, 6 mm cement plaster (1:4) in celling & sides of chajja with sand of F.M 1.5, Curing (But excluding the cost of reinforcement) taxes and royalty all complete as per building specification of E/I

Centering & Shuttering Doors & Windows

Shelves

Providing R.C.C M-200 with nominal mix of (1:1.5:3) in roof slab with approved quality of stone chips 20 mm to 6 mm size Graded & Clean coarse sand F.M 2.5 to including making drip course in cocrete, screening, concreting, shuttering, centring mixing cement concrete in mixer & placing in position, vibrating, striking, curing (but excluding the cost of reinforcement) taxes & royalty all complete as per building Specification & direction of the E/I

Centering & Shuttering

Supplying fitting & fixing good quality, well dressed & well seasoned sal wood work in choukhat in doors, windows, skylights, fan light and C/W celestial windows openings, including wedge over all clamps complete including application of two coats of wood preservative of approved quality on the surface butting walls & lintels all complete as per building specification & direction of E/I

Supplying fitting and fixing 250 x 20 x 6 mm L-type M.S Clamp properly fish tailed .including making holes and setting the same in 375 x 125 x 75 mm cement concrete block (1:2:4) with cost of all labour and materials and taxes as per building specification and diection of E/I @6 for each door & 4 for each window Total Quantity -(2x3x6+2x4x4)=68 nos

Supplying all materials, labours and fitting & fixing 38 mm (1.5) thick good quality seasoned sal wood battened shutter ledged & braced in door and windows with oxidized iron fitting such as hingles, sliding door bolts, tower bolts, handles or ings hooks and eye, cleats, sand block as per schedule, taxes & royalty all complete as per building specification & direction of Engineer -in- charge

Supplying, fittings & fixing M.S Gril made of 20 x 6 mm M.S flat as per approved design & drawing properly fabricated with joints continous filllet welded and finshed smooth, carriage of grill to work site hoisting as per the building specification and direction of E/I (where materials is not supplied by the Deptt.)

Providing 25 mm thick pre cast R.C.C M-150 with nominal mix of (1:2:4) in jali with approved quality to stone chips of 6mm nominal size and clean coarse sand of FM 2.5 to 3 with 1.6 mm thick M.S wire as per approved design and drawing and placing the same in position true to plumb and level and properly grouted with cement mortar (1:3) including cost of curing, Scaffolding and finishing all complete as per building specification and direction E/I

Supplying, fitting and Fixing M.S Grill gate made of 20 x 6 mm M.S or 16 mm M.S raurbar Flat fitted on 25 mm x 25 mm x 6mm M.S angle frame of size 60 x 60 x 6 as per approved design including cost of fabrication & drawing, properly fabricated with joints continuous fillet welded & finished smooth, providing necessary locking arrangements with Haskell & dummy duly fixed in C.C (1:2:4) blocks of reuired size applying a priming red lead paints over steel works, taxes , carriage of grill to work site, as per the building specification & direction of E/I (where materials is not supplied by the Dept)

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

Providing 12 mm thick cement plaster (1:6) with approved quality of clean coarse sand of F.M 1.5 including screening Curing with all leads & lifts of water, Scaffolding, taxes 7 royalty all complete as per building specification & direction of E/I.

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

Filling in foudation trenches & Plinth in layers not exceeding 150 mm thick well watered, rammed, fully compacted & fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 m & lift of 1.5 m all complete as per building specification & direction of E/I (Mode of measurement compacted volume)

Providing average 150 mm thick dry rammed khoa beaten to 112 mm. (compacted with water) made of well burnt or jhama bricks including ramming properly till compacted thickness is achieved, curing & carriage of water with all leads, making proper slope & blending the top with cement mortar (1:10) all complete as per building specification & direction of E/I.

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

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

Providing all materials,labours & doing 2 (two) Coat colour washing over a coat of white washing over new surface with approved quality of lime & Colour over the new surface including the cost of clening surface thoroughly and removing the scales of smoke & ash marks with jhama rubbing, scaffolding washing of floor sand taxes all complete as per building specification and direction of E/I

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

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

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

Providing 2(two) coats of Paniting with ready mixed paints of approved shade & make over steel surafce including cleaning the surface thouroughly , scaffolding & taxes all complete as per building specification & direction of E/I

Providing 10 mm (TMT) Fe 500 TOR for steel reinforced as per approved design and drawing excluding carriage of tor rod to work site including cutting bending and binding with annealed wire with cost of wire with cost of wore removal of rust placing the rods in position all complete as per building specification and direction of E/I

Carriage of materials from divisional store or kiln site or quarry site to work site including contract profit, loading, unloading, transportation, etc. all complete .

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Bricks 06 KM lead

Stone/Stone Chips 11 KM lead

Supplying and laying GI pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipes in size and threading ends where necessary including carriage of materials up to work site etc. all complete as per specification and direction of E/I.

i) 25mm GI. Pipe.

ii) 15 mm GI. Pipe.

Supplying materials

and labours for fixing GI Pipes with red lead paints and yarn with screwed and sockted joints on wall, celling and floor including supplying of wall hooks of pipe clamp, wooden plugs, cutting pipe to size and threading ends where necessary all complete as per specification and direction of E/I.

i) 15 mm GI. Pipe

Supplying, fitting and fixing of GM ferrule of approved make in DI/CI main including drilling and tapping CI/DI main etc. all complete as per specification and direction of E/I.

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

(a) Elbow 15 mm dia

(b) Tee plane 15mm dia

(c) Nipple 15mm dia.

(d) Union Socket 25mm dia

(e) Union Socket 15mm dia

(f) Brass bib cock 15mm dia

(g) C.I stop cock 15mm dia

(h) C.I. stop cock 25mm dia

(i) Reducing Socket 25 x 15 mm

(j) Tee 25 x 25 x 15 mm dia

Supplying, fitting and fixing vitreous white glazed earthen were I W C of parry Hindustan or any other I.S.S approved make with 100 mm HCI ‘P’ trap, 15 Liters CI pull and let go flushing cistern of names or other ISS equivalent make complete with all fittings C.I. or C.C brackets, 32 mm, alkathene /PVC telescopic flush pipe about 2 mtrs. long with one brass coupling and clamps, GI chain and pull including supplying and fixing a pair of vitreous white glazed earthen were footrest to be fixed in floor, 15 mm .CI body brass spindle, stop cock of weight not less than 50 grams, 15 mm. PVC connection pipe 450 mm. long and the exposed pipe and cistern with two coats of approved paint over a coat of red oxide primer etc. all complete as per specification and direction of E/I. (510mm.long with 12.5 Liter low level PVC System).

SEPTIC TANK and SOAK PIT

Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-B) and disposal of excavated earth as obtained to a distance up to 50 m including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I.

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

Providing P.C.C M150 with nominal mix of (1:2:4) in foundation with approved stone chips 20mm to 6mm size well graded and clean course 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 E/I.

Providing water proof cement plaster (1:3) with clean course sand of F.M- 1.5mm with 5% cico or any other approved water proofing compound including taxes and royalty all complete as per building specification and directions of E/I.

(a) 19 mm thick

(b) 12 mm thick

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

(a) B/W in C.M (1:4)

(b) B/W 75-B in (1:6) for Soak pit

(c) Brick work in dry masonry for soak pit.

Providing pre cast R.C.C. M-150 with nominal mix of (1:2:4) slab of desired size with approved quality of stone chips and clean coarse sand of FM 2.5 to 3 including curing, shuttering, carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement), taxes and royalty etc. all complete as per building specification and direction of E/I.

Providing for reinforcement as per approved design and drawing excluding carriage of tor rod to work site including cutting bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per Specification and direction of E/I.

10 mm dia

Supplying fitting and fixing H.C.I. Pipe/ H.C.I. fitting of Approved make confirming to I.S.S 1729 including supplying nails and bobbins lead and yarn from making lead caulked joints including earth work or providing scaffolding as the case may be all complete as per specification and direction of E/I.

(a) 100mm dia H.C.I. Tee.

(b) 100mm dia H.C.I. Band

(c) 50mm dia H.C.I. Cowel

(d) 50mm dia H.C.I. Vent pipe

(e) 100mm H.C.I. Pipe

Electrical Works

Supplying materials and labours and fixing 20mm dia M.S bar steps in wall of 0.3 m interval and staggered in (1:2:4) cement concrete including scaffolding and curing etc. all complete as per specification and direction of E/I.

Supplying all materials, labours, tools and tackles and 100mm dia R.C.C hume pipe and laying jointing, testing, earth work including carriage of materials etc. all complete.

Supplying 50mm size brick bats and filling in soak pit including carriage and labours etc. all complete as per direction of E/I.

Supplying materials and labours for constructing inspection chamber of designation class 75B bricks size 750mm deep, 600x450mm internal dimension having 250mm wall thickness in cement mortar (1:6) including 12mm cement plaster (1:4) with punning on inside and cement plaster (1:6) with 600x475mm G.I. Cover With frame (Weight not less than 36 Kg.) along with earth work in excavation and 80mm thick P.C.C. (1:3:6) in foundation and refilling all complete as per specification and direction of E/I

Carriages of materials

(a) Brick – 06 KM lead

(b) Sand - 36 KM lead

(c) Stone chips - 11 KM lead

(d) Steel - 10 KM lead

(d) Cement- 10 KM lead

Point wiring in PVC conduit with modular type switch wiring for light point /fan point with 1.5 sqmm F.R. PVC insulated copper conductor single core cable in surface/ recessed PVC conduit with modular switch modular plate, suitable G.I. box and the point with sqmm FR PVC insulated copper conductor single core cable etc as required

Wiring for twin control light point with 1.5 sqmm F.R. PVC insulated copper conductor single core cable in surface/recessed PVC conduit with two way modular switch modular plate, suitable G.I. box and the point with sqmm FR PVC insulated copper conductor single core cable etc as required

Wiring for light /power plug point with 2 x 4 sqmm F.R.PVC insulated copper conductor single core cable in surface/recessed PVC conduit along with one no 4 sqmm FR PVC insulated copper conductor single core cable for loop earthing etc as required.

Copper sub main wiring in PVC conduit Wiring for sub main wiring with PVC insulated copper conductor single core in surface/recessed PVC conduit as required.

2 x 1.5 sqmm + 1 x 1.5 sqmm earth wiring

2 x 2.5 sqmm + 1 x 2.5 sqmm earth wiring

Supplying and fixing following way three pole and neutral sheet MCB distribution board 415 volts on

surface/recessed complete with tinned copper bush bars, neutral link, earth bar, din bar, detachable gland plate inter connection phosphatised and power painted including earthing etc as required (but with out mcb / rccb / Isolator) (4+12) double door horizontal type.

Supplying and fixing 5 amp to 32 amp, rating 240 volts, B series miniature circuit breaker of single poles in existing MCB DB complete with connecting, testing, and commissioning etc as required

Earthing with G.I. earth pipe 4.5 M long 40mm dia including accessories and providing masonry enclosure with copper plate having locking arrangement and watering pipe etc with charcoal, salt all complete as per electrical rule

Supplying ,fitting and fixing following sizes of PVC conduct along with accessories in surface / races including cutting the wall and making good the same in case of recessed conduit as required

PVC con 20 mm PVC pipe

Providing P.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

Providing R.C.C. M-200 with nominal mix of (1:1.5:3) in columns with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including 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 Engineer-in-charge.

Providing RCC M-200 with nominal mix of (1:1:5:3) in band at lintel level with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I. Top of Wall

3rd lift

PVC con 25 mm PVC pipe

Installation commissioning and testing Ceiling Fan

Carriage of ceiling fan and regulator

(e) 100mm H.C.I. Pipe

Providing Tor steel reinforcement of 10 mm, 12 mm & 16 mm dia rods as per approved design and drawing excluding carriage of M.S. bars to work site cutting , bending, and binding with annealed wire with cost of wire removal of rust, placing the rods in position all complete as per building specification and direction of E/I.TMT FE 500 (Only valid for Tata (Tiscon), SAIL, JSPL, Electro steel Ltd. Bokaro and Vizag (RINL) ) 1.00% of RCC Work Total RCC =1.09x1.00%x7.85

S/F/F M.S. grill gate with M.S. grills made of 20x6 mm M.S. flats or 16 mm M.S. Square bars fitted on 25 x 25 x 6 M.S. Angle frame of size 60 x 60 x 6 mm including cost of fabrication providing necessary locking arrangement with haskal and domny duly fixed in P.C.C (1:2:4) blocks of required size applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/I.

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

Approach Road

Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (RCC M 25 using concrete mixer)

Providing Tor Steel Reinforcement Of 10mm,12mm,& 16mm dia bars as per approved design and drawing-do-do

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m (including Royalty @ Rs. 27.48 per Cum but excluding watering, rolling & compaction)

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.

Construction of Embankment with Material deposited from Borrow Pits (Construction of embankment with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) Rolling with Vibratory roller.

Compacting original ground supporting embankment (. Rolling with vibratory roller

3rd lift

Providing average 150 mm thick dry rammed khoa beaten to 112 mm. (compacted with water) made of well burnt or jhama bricks including ramming properly till compacted thickness is achieved, curing & carriage of water with all leads, making proper slope & blending the top with cement mortar (1:10) all complete as per building specification & direction of E/I.

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

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

Supplying, fitting and fixing 5 amp ceiling rose on the existing junction

Supplying, fitting and fixing breas batten/ angle holder including connection etc.

Supplying, fitting and fixing G.I. box with modular plate and cover in front of surface or in recess including providing and fixing 3 pin 5/6 amp modular type switch, connection, painting etc as required.

Construction of B.W. masonary valve chamber of size 1.20 X 1.5 X 1.5 mt. as per enclosed annexure.

Providing R.C.C M-150 with nominal mix of (1:2:4) in lintel level with approved quality of stone chips 20 mm to 6mm size graded & clean coarse sand of F.M 2.5 to including screening , centring, shuttering and mixing cement concrete in mixer & placing in position vibrating striking curing (but excluding the cost of reinforcement ) taxes & royalty all complete as per building specification of (E/I.

Providing and fixing fan hook of 16 mm dia M.S bar 1 meter long bent to reqired size and shape placed in position and fixing in R.C.C slab/beam at the time of casting all complete as per building specification of E/I where material is not supplied by cheet

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, levelling, ramming the foundation trenches. Removing roots of trees, shrubs 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 materials, labour, royalty and taxes all complete as per building specification and direction of E/I.

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

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

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

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

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

Add 1% Labour Cess

Providing RCC M-200 with nominal mix of (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 F.M 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I. Top of Wall

Centring and shuttering including strutting, propping etc. and removal of form for foundation, footings, bases of columns etc. for mass concrete.

Reinforced cement conc work in beams,suspended floors,roofs having slope up to 15* landings, balconies, shelves, chajjs, lintels, bands, plain window sills, staircases and spirl stair cases above plinth level up to floor five level,excluding the cost of centering,shuttering ,finishing and reinforcement,with 1.:1.5:3 (1 ce

ment :1.5 corase sand (zone-III):3graded stone aggregate 20 mm nominal size)

Centring and shuttering including strutting, propping etc. and removal of form for columns, pillars, piers, abutments, posts and struts

Centring and shuttering including strutting, propping etc. and removal of form for lintel, beams, plinth beams, griders, bressumers and contilevers.

Intake Well With Pump House 10.0 M dia.

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and construction of R.C.C Intake well with Pump house all complete job. (Please refer to Section 5,Sl. 2.1 of SBD)

Providing and laying in situ Cement concrete of trap/ granite /quartzite /gnesiss metal for RCC work as per details drawing and design or as directed by engineer-in -charge including normal normal dewatering Plywood Formwork , bully steel prop-ups , compaction, finishing the formed surfaces with CM (1:3) of sufficient min. thickness to give a smooth and even surface wherever necessary or roughing if a special finish is to be provided and curing etc.cmplete (by weight batching and mix design for M-25 and M-25 only) (Exculding M.S or Tor reinforcement.) Beam at floor level & Slab Level

Providing RCC M 250 with nominal mix of (1:1:5:3) in band at lintel level with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position ,vibrating,striking,curing(but excluding the cost of reinforcement,taxes,and royality all complete as per building specification and direction of E/I) Columns

Providing RCC M 200 with nominal mix of (1:1:5:3) in band at lintel level with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position ,vibrating,striking,curing(but excluding the cost of reinforcement,taxes,and royality all complete as per building specification and direction of E/I) Roof Floor Slab

Providing 12 mm thick cement plaster (1:6) do

Construction of B.W. masonary valve chamber of size 1.20 X 1.5 X 1.5 mt. as per enclosed annexure.

Inside/outside wall

Providing and fixing fan hook of 16 mm dia M.S bar 1 meter long bent to reqired size and shape placed in position and fixing in R.C.C slab/beam at the time of casting all complete as per building specification of E/I where material is not supplied by cheet

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, levelling, ramming the foundation trenches. Removing roots of trees, shrubs all complete as per specification of E/I

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

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

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

Providing Tor steel reinforcement of 10 mm,12mm and 16mm dia bars as per approved desgine dwg. Excluding carrige of M.S. bars to work site,cutting,bending ,and binding with annealed wire with cost of wire,removal of rust,placing the rods in poisition all complete as per building specification and direction of E/I 1.00% of RCC work Total RCC =5.15x1.00%+7.85

Centring and shuttering including strutting, propping etc. and removal of form for lintel, beams, plinth beams, griders, bressumers and contilevers.

Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed fully completed and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M same Qty. as item no. (1)

COST OF GATE

Intake Well With Pump House 10.0 M dia.

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and construction of R.C.C Intake well with Pump house all complete job. (Please refer to Section 5,Sl. 2.1 of SBD)

Providing and laying in situ Cement concrete of trap/ granite /quartzite /gnesiss metal for RCC work as per details drawing and design or as directed by engineer-in -charge including normal normal dewatering Plywood Formwork , bully steel prop-ups , compaction, finishing the formed surfaces with CM (1:3) of sufficient min. thickness to give a smooth and even surface wherever necessary or roughing if a special finish is to be provided and curing etc.cmplete (by weight batching and mix design for M-25 and M-25 only) (Exculding M.S or Tor reinforcement.) Beam at floor level & Slab Level

Providing RCC M 250 with nominal mix of (1:1:5:3) in band at lintel level with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position ,vibrating,striking,curing(but excluding the cost of reinforcement,taxes,and royality all complete as per building specification and direction of E/I) Columns

Providing RCC M 200 with nominal mix of (1:1:5:3) in band at lintel level with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position ,vibrating,striking,curing(but excluding the cost of reinforcement,taxes,and royality all complete as per building specification and direction of E/I) Roof Floor Slab

Supplying, fitting and fixing G.I. box with modular plate and cover in front of surface or in recess including providing and fixing 6 pin 5/6 amp and 15/16 amp socket outlet and 15/16 amp modular type switch, connection, painting etc as required.

15 mm dia Elbow

15 mm dia nipple

20 mm dia union shocket

Manufacturing providing and supplying welded/ ERW / SAW / Fabricated M.S Pipes (Commercial Quantity) including procurements of plates.Gas Cutting to required size rolling tack welding assembling in suitable lengths to from 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 from railway wagon,loading in to truck transport to stores/site,unloding,stacking etc.complete as per IS -3589 and IS-5504 as applicable as per specifaction (No negative tolrance in thickness is permissible)

350 MM 10 MM thickness

400 MM 10 MM thickness

750 MM 10 MM thickness

Supplying and drawing co-axial T.V. cable RG-06 grade 0.7 nn solid copper conductor PE insulated seilded with fine tinned cover braid and protected with PVC sheath in the existing surface / recessed steel/ PVC conduit as required.

15 mm dia Elbow

20mm dia nipple

20 mm dia union shocket

20mm dia shocket

350 MM 10 MM thickness

400 MM 10 MM thickness

750 MM 10 MM thickness

Supplying and fixing modular switch / socket on the existing modular plate and switch box including connection but excluding modular plate etc,as required. TV antenna socket out put

Supplying, fitting and fixing modular base and cover plate on existing modular metal boxes etc as required.

Cost of Earthing with G.I. earth pipe 4.5 M long 40mm dia G.I.Pipe 600 mm x 600 mm x 6 mm thick copper earth plate and 8 SWG copper wire including cost of making 1.2 x 1.2 x 3m deep pit and filling with charcoal, salt all complete as per electrical rule

(a) Sand - 36 KM lead

(b) Stone chips - 11 KM lead

(c) Steel - 10 KM lead

Boulder 11 KM lead

Cost of Earthing with G.I. earth pipe 4.5 M long 40mm dia G.I.Pipe 600 mm x 600 mm x 6 mm thick copper earth plate and 8 SWG copper wire including cost of making 1.2 x 1.2 x 3m deep pit and filling with charcoal, salt all complete as per electrical rule

(a) Sand - 36 KM lead

(b) Stone chips - 11 KM lead

(c) Steel - 10 KM lead

Compound Wall/ Boundry Wall for ESR. (592.8 M Long)

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority Construction of Compound wall. etc. all complete job. (Please refer to Section 5, Sl. 2.9 of SBD)

Railway Crossing

Road Crossing

Coffer Dam

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 required). Providing impervious/ semi impervious materials on both side of B.C. soil (in gunny bags if required) including ramming, compacting to satisfaction of Engineer-in-charge, till the completion of work including dismantling coffer dam after completion of works and disposing off material as directed by the Engineer-in-charge.

Crane: Providing, erecting triple spur gear type Chain Pulley Block suitable for 3 Tonne capacity 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 carrying ISI mark.

Safety Items: Supplying, Installation and erecting of Fire extinguisher, Lightening Arrestor, emergency light, First aid box, insulation gloves & shoes, tools & tackles, rubber matting, instruction manual, etc. as per requirement and Indian standards at Pump house.

Earthwork in excavtion ( as per IS 3114/1965) for laying of different types and size 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 -v\charge ( for classification of soil item-B

Earthwork in excavation of foundation trenches as per design section in ordinary soft rock( vide classification of soil item-c) and disposal of excavated materials so obtained ( 10 M away from the edge of the trenches) and initial lift of 1.5 m as per specification and direction of E/I in ordinary or soft rock( where blasting is not required) in soil item-C in soft rock.

Earthwork in excavation of foundation trenches as per designed section in all kinds of soil, including moorum soil, soil muxed with kanker, pebbles and boulders up to 300 mm size and disposal of the same (beyond 50 M away from the toe of the dam base in the country side) with in initial lead of 1.5 M all lifts as per specification and direction of E/I

Thrust block pipe dia :600mm

DISTRIBUTION MAIN

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labour, materials, equipment to procure and laying of DI class K-7 pipes with Cement Mortar Lining for distribution main (Please refer to Section 5,Sl. 3.0 of SBD)

Earthwork in excavtion ( as per IS 3114/1965) for laying of different types and size 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 -v\charge ( b0 for classification of soil item-B

100 mm dia

200 mm dia

For 700 mm dia pipe

500 mm dia

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labour, materials, equipment to procure and laying of DI class K-7 pipes with Cement Mortar Lining for distribution main (Please refer to Section 5,Sl. 3.0 of SBD)

Earthwork in excavtion ( as per IS 3114/1965) for laying of different types and size 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 -v\charge ( b0 for classification of soil item-B

100 mm dia

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labour, materials, equipment to procure and laying of DI class K-7 pipes with Cement Mortar Lining for distribution main (Please refer to Section 5,Sl. 3.0 of SBD)

Earthwork in excavtion ( as per IS 3114/1965) for laying of different types and size 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 -v\charge ( b0 for classification of soil item-B

100 mm dia

700mm dia

Thrust block pipe dia :700mm

Thrust block pipe dia :700mm

Providing double flanged sluice valve confirming for IS 2906/14846 including worn gear arrangements as per test pressure stainless steel, spindle, caps including all transportation etc. complete without bypass arrangement PN 1

Lebour cherge for one cutting of cast on HDPE pipe & specials including supplying necessary tools and plants as per specification and driection of E/I HDPE pipe

Supplying lebours and tools for laying and jointing HDPE pipe in trenches and making built welded joint supplying heeting mirror jack etc and providing night guard barrier and red light to safe guard against aecident etc all complete.

150 mm dia

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labour, materials, equipment to procure and laying of DI class K-7 pipes with Cement Mortar Lining for distribution main (Please refer to Section 5,Sl. 3.0 of SBD)

Earthwork in excavtion ( as per IS 3114/1965) for laying of different types and size 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 -v\charge ( b0 for classification of soil item-B

100 mm dia

scour valve100 mm dia

a) Pipe Bridge 60m

b) For Gangway Intake Well

Construction of B.W. masonary valve chamber of size 1.20 X 1.5 X 1.5 mt. as per enclosed annexure.

Providing R.C.C M-150 with nominal mix of (1:2:4) in lintel level with approved quality of stone chips 20 mm to 6mm size graded & clean coarse sand of F.M 2.5 to including screening , centring, shuttering and mixing cement concrete in mixer & placing in position vibrating striking curing (but excluding the cost of reinforcement ) taxes & royalty all complete as per building specification of (E/I.

Providing and fixing fan hook of 16 mm dia M.S bar 1 meter long bent to reqired size and shape placed in position and fixing in R.C.C slab/beam at the time of casting all complete as per building specification of E/I where material is not supplied by cheet

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, levelling, ramming the foundation trenches. Removing roots of trees, shrubs 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 materials, labour, royalty and taxes all complete as per building specification and direction of E/I.

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

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

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

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

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

Add 1% Labour Cess

Providing RCC M-200 with nominal mix of (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 F.M 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I. Top of Wall

Centring and shuttering including strutting, propping etc. and removal of form for foundation, footings, bases of columns etc. for mass concrete.

Reinforced cement conc work in beams,suspended floors,roofs having slope up to 15* landings, balconies, shelves, chajjs, lintels, bands, plain window sills, staircases and spirl stair cases above plinth level up to floor five level,excluding the cost of centering,shuttering ,finishing and reinforcement,with 1.:1.5:3 (1 ce

ment :1.5 corase sand (zone-III):3graded stone aggregate 20 mm nominal size)

Centring and shuttering including strutting, propping etc. and removal of form for columns, pillars, piers, abutments, posts and struts

Centring and shuttering including strutting, propping etc. and removal of form for lintel, beams, plinth beams, griders, bressumers and contilevers.

Intake Well With Pump House 10.0 M dia.

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and construction of R.C.C Intake well with Pump house all complete job. (Please refer to Section 5,Sl. 2.1 of SBD)

Providing and laying in situ Cement concrete of trap/ granite /quartzite /gnesiss metal for RCC work as per details drawing and design or as directed by engineer-in -charge including normal normal dewatering Plywood Formwork , bully steel prop-ups , compaction, finishing the formed surfaces with CM (1:3) of sufficient min. thickness to give a smooth and even surface wherever necessary or roughing if a special finish is to be provided and curing etc.cmplete (by weight batching and mix design for M-25 and M-25 only) (Exculding M.S or Tor reinforcement.) Beam at floor level & Slab Level

Providing RCC M 250 with nominal mix of (1:1:5:3) in band at lintel level with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position ,vibrating,striking,curing(but excluding the cost of reinforcement,taxes,and royality all complete as per building specification and direction of E/I) Columns

Providing RCC M 200 with nominal mix of (1:1:5:3) in band at lintel level with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position ,vibrating,striking,curing(but excluding the cost of reinforcement,taxes,and royality all complete as per building specification and direction of E/I) Roof Floor Slab

Providing 12 mm thick cement plaster (1:6) do

Construction of B.W. masonary valve chamber of size 1.20 X 1.5 X 1.5 mt. as per enclosed annexure.

Inside/outside wall

Providing and fixing fan hook of 16 mm dia M.S bar 1 meter long bent to reqired size and shape placed in position and fixing in R.C.C slab/beam at the time of casting all complete as per building specification of E/I where material is not supplied by cheet

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, levelling, ramming the foundation trenches. Removing roots of trees, shrubs all complete as per specification of E/I

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

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

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

Providing Tor steel reinforcement of 10 mm,12mm and 16mm dia bars as per approved desgine dwg. Excluding carrige of M.S. bars to work site,cutting,bending ,and binding with annealed wire with cost of wire,removal of rust,placing the rods in poisition all complete as per building specification and direction of E/I 1.00% of RCC work Total RCC =5.15x1.00%+7.85

Centring and shuttering including strutting, propping etc. and removal of form for lintel, beams, plinth beams, griders, bressumers and contilevers.

Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed fully completed and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M same Qty. as item no. (1)

COST OF GATE

Intake Well With Pump House 10.0 M dia.

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and construction of R.C.C Intake well with Pump house all complete job. (Please refer to Section 5,Sl. 2.1 of SBD)

Providing and laying in situ Cement concrete of trap/ granite /quartzite /gnesiss metal for RCC work as per details drawing and design or as directed by engineer-in -charge including normal normal dewatering Plywood Formwork , bully steel prop-ups , compaction, finishing the formed surfaces with CM (1:3) of sufficient min. thickness to give a smooth and even surface wherever necessary or roughing if a special finish is to be provided and curing etc.cmplete (by weight batching and mix design for M-25 and M-25 only) (Exculding M.S or Tor reinforcement.) Beam at floor level & Slab Level

Providing RCC M 250 with nominal mix of (1:1:5:3) in band at lintel level with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position ,vibrating,striking,curing(but excluding the cost of reinforcement,taxes,and royality all complete as per building specification and direction of E/I) Columns

Providing RCC M 200 with nominal mix of (1:1:5:3) in band at lintel level with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position ,vibrating,striking,curing(but excluding the cost of reinforcement,taxes,and royality all complete as per building specification and direction of E/I) Roof Floor Slab

c) Pipe Bridge 67.5 m

Granular Sub- Base with coarse graded material (Table 400-2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared sruface, mixing by mix in place method with rotavatory at OMC, and compactiing with vibratory roller to achieve the desire density, complete as per clause 401)

Water bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes / Smooth 3 wheeled steel roller in stages to proper grade and camber, applying and brooming requisite type of screening / Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density).

Prime Coat (Providing and applying Primer Coat with bitumen emulsion on prepared surface of Granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means)

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

Providiing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Open - Graded Premix Surfacing (Providing, laying and rolling of open graded premix surfacing of 20mm thickness composed of 13.2 mm to 5.6mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.) (Case - I : Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour)

Seal Coat - Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/hours using crushed stone chipping 6.7mm size and penetration bitumen of suitable grade.

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 50m including all lifts , levelling ,ramming the foundation trenches , removing roots of trees,shrubs all completeas per approved desigen , building specifications and direction of E/I.

Providing coarse clean sand filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm thick with all leads and lifts including costb of all materials labours , and direction of E/I.(mode of measurement compacted volume)

Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chpips 20mm to 6mm size graded and clean coarse sand of F.M2.5 to 3 including screening shuttering , mixing,cement concrete in mixer and placingin position , vibrating ,striking ,curing ,taxes and royalty all complete as per specification and diection of E/I.

Earthwork in back filling the trenches after laying of diffarent types and sizes of pipes with earth removed during excavation with in initial leasds and lifts as per specification and direction of E/I.

Procviding 12mm thick cement plaster (1:3) with clean coarse sand of F.M 1.5 with 1.5mm thick cement punning

over it incliding screening , curing ,with all leasds and lifts of water, taxes and royalty all complete as per Specification and Direction of E/I.

Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chpips 20mm to 6mm size graded and clean coarse sand of F.M2.5 to 3 including screening shuttering , mixing,cement concrete in mixer and placingin position , vibrating ,striking ,curing ,taxes and royalty all complete as per specification and diection of E/I.

Providing and supplying Blue MDPE pipe confirming to ISO 4427:1996 manufactured from virgin resin PE 80 food grade compounded raw materials having blue colour only assurance certificate from quality agencies like WRC/CIPET(India) / DVGM /KIWA/SPGN etc for uasge in drinking water with quality system . The cost shall include testing of all materials all taxes central , state, Municipal, Inspection charges transportation up to site , transit insurance, loading, unloading ,stacking etc complete as per building specification and directed.PN16(SDR-9) with ED

Providing and supplying GI (Tata and euivalent make ) pipe for uasge in drinking water with quality system . The cost shall include testing of all materials all taxes central , state, Municipal, Inspection charges transportation up to site , transit insurance, loading, unloading ,stacking etc complete as per building specification and directed.

Lowering laying jointing HDPE/MDPE pipes in proper position including all specials by compression fitting / Electrofusion and buttFusion jointing procedure including hydraulic testing as per relevent IS code complete with all materials for jointing procedures like Electrofusion machine, Electric mirror / Heater / butt fussion 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.

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 threadings ends if required etc all complete as per specification and direction of E / I.

Clear Water Rising main.

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.

3 mm dia ferrule weight not less than 425 gm

Providing and fixing of G.M full way 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 all complete as per specification and direction of E / I.

15 dia and weight not less than 400 gm

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

d) For Intake well 10 m dia

Dewatering the excavate d trenches and pools of water in the building trenches/pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel etc Complete)

Railway Crossing

Road Crossing

Coffer Dam

Crane: Providing, erecting triple spur gear type Chain Pulley Block suitable for 3 Tonne capacity 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 carrying ISI mark.

Safety Items: Supplying, Installation and erecting of Fire extinguisher, Lightening Arrestor, emergency light, First aid box, insulation gloves & shoes, tools & tackles, rubber matting, instruction manual, etc. as per requirement and Indian standards at Pump house.

Earthwork in excavtion ( as per IS 3114/1965) for laying of different types and size 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 -v\charge ( for classification of soil item-B

Earthwork in excavation of foundation trenches as per design section in ordinary soft rock( vide classification of soil item-c) and disposal of excavated materials so obtained ( 10 M away from the edge of the trenches) and initial lift of 1.5 m as per specification and direction of E/I in ordinary or soft rock( where blasting is not required) in soil item-C in soft rock.

Earthwork in excavation of foundation trenches as per designed section in all kinds of soil, including moorum soil, soil muxed with kanker, pebbles and boulders up to 300 mm size and disposal of the same (beyond 50 M away from the toe of the dam base in the country side) with in initial lead of 1.5 M all lifts as per specification and direction of E/I

Thrust block pipe dia :600mm

DISTRIBUTION MAIN

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labour, materials, equipment to procure and laying of DI class K-7 pipes with Cement Mortar Lining for distribution main (Please refer to Section 5,Sl. 3.0 of SBD)

Earthwork in excavtion ( as per IS 3114/1965) for laying of different types and size 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 -v\charge ( b0 for classification of soil item-B

100 mm dia

200 mm dia

For 700 mm dia pipe

500 mm dia

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labour, materials, equipment to procure and laying of DI class K-7 pipes with Cement Mortar Lining for distribution main (Please refer to Section 5,Sl. 3.0 of SBD)

Earthwork in excavtion ( as per IS 3114/1965) for laying of different types and size 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 -v\charge ( b0 for classification of soil item-B

100 mm dia

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labour, materials, equipment to procure and laying of DI class K-7 pipes with Cement Mortar Lining for distribution main (Please refer to Section 5,Sl. 3.0 of SBD)

Earthwork in excavtion ( as per IS 3114/1965) for laying of different types and size 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 -v\charge ( b0 for classification of soil item-B

100 mm dia

700mm dia

Thrust block pipe dia :700mm

Thrust block pipe dia :700mm

Providing double flanged sluice valve confirming for IS 2906/14846 including worn gear arrangements as per test pressure stainless steel, spindle, caps including all transportation etc. complete without bypass arrangement PN 1

Lebour cherge for one cutting of cast on HDPE pipe & specials including supplying necessary tools and plants as per specification and driection of E/I HDPE pipe

Supplying lebours and tools for laying and jointing HDPE pipe in trenches and making built welded joint supplying heeting mirror jack etc and providing night guard barrier and red light to safe guard against aecident etc all complete.

150 mm dia

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labour, materials, equipment to procure and laying of DI class K-7 pipes with Cement Mortar Lining for distribution main (Please refer to Section 5,Sl. 3.0 of SBD)

Earthwork in excavtion ( as per IS 3114/1965) for laying of different types and size 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 -v\charge ( b0 for classification of soil item-B

100 mm dia

scour valve100 mm dia

a) Pipe Bridge 60m

Supplying, fitting and fixing G.I. box with modular plate and cover in front of surface or in recess including providing and fixing 3 pin 5/6 amp modular type switch, connection, painting etc as required.

Construction of B.W. masonary valve chamber of size 1.20 X 1.5 X 1.5 mt. as per enclosed annexure.

Providing R.C.C M-150 with nominal mix of (1:2:4) in lintel level with approved quality of stone chips 20 mm to 6mm size graded & clean coarse sand of F.M 2.5 to including screening , centring, shuttering and mixing cement concrete in mixer & placing in position vibrating striking curing (but excluding the cost of reinforcement ) taxes & royalty all complete as per building specification of (E/I.

Providing and fixing fan hook of 16 mm dia M.S bar 1 meter long bent to reqired size and shape placed in position and fixing in R.C.C slab/beam at the time of casting all complete as per building specification of E/I where material is not supplied by cheet

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, levelling, ramming the foundation trenches. Removing roots of trees, shrubs 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 materials, labour, royalty and taxes all complete as per building specification and direction of E/I.

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

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

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

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

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

Add 1% Labour Cess

Providing RCC M-200 with nominal mix of (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 F.M 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I. Top of Wall

Centring and shuttering including strutting, propping etc. and removal of form for foundation, footings, bases of columns etc. for mass concrete.

Reinforced cement conc work in beams,suspended floors,roofs having slope up to 15* landings, balconies, shelves, chajjs, lintels, bands, plain window sills, staircases and spirl stair cases above plinth level up to floor five level,excluding the cost of centering,shuttering ,finishing and reinforcement,with 1.:1.5:3 (1 ce

ment :1.5 corase sand (zone-III):3graded stone aggregate 20 mm nominal size)

Centring and shuttering including strutting, propping etc. and removal of form for columns, pillars, piers, abutments, posts and struts

Centring and shuttering including strutting, propping etc. and removal of form for lintel, beams, plinth beams, griders, bressumers and contilevers.

Intake Well With Pump House 10.0 M dia.

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and construction of R.C.C Intake well with Pump house all complete job. (Please refer to Section 5,Sl. 2.1 of SBD)

Providing and laying in situ Cement concrete of trap/ granite /quartzite /gnesiss metal for RCC work as per details drawing and design or as directed by engineer-in -charge including normal normal dewatering Plywood Formwork , bully steel prop-ups , compaction, finishing the formed surfaces with CM (1:3) of sufficient min. thickness to give a smooth and even surface wherever necessary or roughing if a special finish is to be provided and curing etc.cmplete (by weight batching and mix design for M-25 and M-25 only) (Exculding M.S or Tor reinforcement.) Beam at floor level & Slab Level

Providing RCC M 250 with nominal mix of (1:1:5:3) in band at lintel level with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position ,vibrating,striking,curing(but excluding the cost of reinforcement,taxes,and royality all complete as per building specification and direction of E/I) Columns

Providing RCC M 200 with nominal mix of (1:1:5:3) in band at lintel level with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position ,vibrating,striking,curing(but excluding the cost of reinforcement,taxes,and royality all complete as per building specification and direction of E/I) Roof Floor Slab

Providing 12 mm thick cement plaster (1:6) do

Construction of B.W. masonary valve chamber of size 1.20 X 1.5 X 1.5 mt. as per enclosed annexure.

Inside/outside wall

Providing and fixing fan hook of 16 mm dia M.S bar 1 meter long bent to reqired size and shape placed in position and fixing in R.C.C slab/beam at the time of casting all complete as per building specification of E/I where material is not supplied by cheet

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, levelling, ramming the foundation trenches. Removing roots of trees, shrubs all complete as per specification of E/I

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

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

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

Providing Tor steel reinforcement of 10 mm,12mm and 16mm dia bars as per approved desgine dwg. Excluding carrige of M.S. bars to work site,cutting,bending ,and binding with annealed wire with cost of wire,removal of rust,placing the rods in poisition all complete as per building specification and direction of E/I 1.00% of RCC work Total RCC =5.15x1.00%+7.85

Centring and shuttering including strutting, propping etc. and removal of form for lintel, beams, plinth beams, griders, bressumers and contilevers.

Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed fully completed and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M same Qty. as item no. (1)

COST OF GATE

Intake Well With Pump House 10.0 M dia.

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and construction of R.C.C Intake well with Pump house all complete job. (Please refer to Section 5,Sl. 2.1 of SBD)

Providing and laying in situ Cement concrete of trap/ granite /quartzite /gnesiss metal for RCC work as per details drawing and design or as directed by engineer-in -charge including normal normal dewatering Plywood Formwork , bully steel prop-ups , compaction, finishing the formed surfaces with CM (1:3) of sufficient min. thickness to give a smooth and even surface wherever necessary or roughing if a special finish is to be provided and curing etc.cmplete (by weight batching and mix design for M-25 and M-25 only) (Exculding M.S or Tor reinforcement.) Beam at floor level & Slab Level

Providing RCC M 250 with nominal mix of (1:1:5:3) in band at lintel level with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position ,vibrating,striking,curing(but excluding the cost of reinforcement,taxes,and royality all complete as per building specification and direction of E/I) Columns

Providing RCC M 200 with nominal mix of (1:1:5:3) in band at lintel level with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position ,vibrating,striking,curing(but excluding the cost of reinforcement,taxes,and royality all complete as per building specification and direction of E/I) Roof Floor Slab

KOLGARMA RWSS

Granular Sub- Base with coarse graded material (Table 400-2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared sruface, mixing by mix in place method with rotavatory at OMC, and compactiing with vibratory roller to achieve the desire density, complete as per clause 401)

Water bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes / Smooth 3 wheeled steel roller in stages to proper grade and camber, applying and brooming requisite type of screening / Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density).

Prime Coat (Providing and applying Primer Coat with bitumen emulsion on prepared surface of Granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means)

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

Providiing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Open - Graded Premix Surfacing (Providing, laying and rolling of open graded premix surfacing of 20mm thickness composed of 13.2 mm to 5.6mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.) (Case - I : Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour)

Seal Coat - Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/hours using crushed stone chipping 6.7mm size and penetration bitumen of suitable grade.

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 50m including all lifts , levelling ,ramming the foundation trenches , removing roots of trees,shrubs all completeas per approved desigen , building specifications and direction of E/I.

Providing coarse clean sand filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm thick with all leads and lifts including costb of all materials labours , and direction of E/I.(mode of measurement compacted volume)

Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chpips 20mm to 6mm size graded and clean coarse sand of F.M2.5 to 3 including screening shuttering , mixing,cement concrete in mixer and placingin position , vibrating ,striking ,curing ,taxes and royalty all complete as per specification and diection of E/I.

Earthwork in back filling the trenches after laying of diffarent types and sizes of pipes with earth removed during excavation with in initial leasds and lifts as per specification and direction of E/I.

Procviding 12mm thick cement plaster (1:3) with clean coarse sand of F.M 1.5 with 1.5mm thick cement punning

over it incliding screening , curing ,with all leasds and lifts of water, taxes and royalty all complete as per Specification and Direction of E/I.

Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chpips 20mm to 6mm size graded and clean coarse sand of F.M2.5 to 3 including screening shuttering , mixing,cement concrete in mixer and placingin position , vibrating ,striking ,curing ,taxes and royalty all complete as per specification and diection of E/I.

Providing and supplying Blue MDPE pipe confirming to ISO 4427:1996 manufactured from virgin resin PE 80 food grade compounded raw materials having blue colour only assurance certificate from quality agencies like WRC/CIPET(India) / DVGM /KIWA/SPGN etc for uasge in drinking water with quality system . The cost shall include testing of all materials all taxes central , state, Municipal, Inspection charges transportation up to site , transit insurance, loading, unloading ,stacking etc complete as per building specification and directed.PN16(SDR-9) with ED

Providing and supplying GI (Tata and euivalent make ) pipe for uasge in drinking water with quality system . The cost shall include testing of all materials all taxes central , state, Municipal, Inspection charges transportation up to site , transit insurance, loading, unloading ,stacking etc complete as per building specification and directed.

Lowering laying jointing HDPE/MDPE pipes in proper position including all specials by compression fitting / Electrofusion and buttFusion jointing procedure including hydraulic testing as per relevent IS code complete with all materials for jointing procedures like Electrofusion machine, Electric mirror / Heater / butt fussion 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.

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 threadings ends if required etc all complete as per specification and direction of E / I.

Clear Water Rising main.

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.

3 mm dia ferrule weight not less than 425 gm

Providing and fixing of G.M full way 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 all complete as per specification and direction of E / I.

15 dia and weight not less than 400 gm

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

d) For Intake well 10 m dia

Elevated Service Reservoir/ Ground Service Reservoir

Railway Crossing

Road Crossing

Coffer Dam

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labours and equipment for designing & construction of ESR all complete job. (Please refer to Section 5,Sl. 2.8 of SBD)

Crane: Providing, erecting triple spur gear type Chain Pulley Block suitable for 3 Tonne capacity 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 carrying ISI mark.

Safety Items: Supplying, Installation and erecting of Fire extinguisher, Lightening Arrestor, emergency light, First aid box, insulation gloves & shoes, tools & tackles, rubber matting, instruction manual, etc. as per requirement and Indian standards at Pump house.

Earthwork in excavtion ( as per IS 3114/1965) for laying of different types and size 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 -v\charge ( for classification of soil item-B

Earthwork in excavation of foundation trenches as per design section in ordinary soft rock( vide classification of soil item-c) and disposal of excavated materials so obtained ( 10 M away from the edge of the trenches) and initial lift of 1.5 m as per specification and direction of E/I in ordinary or soft rock( where blasting is not required) in soil item-C in soft rock.

Earthwork in excavation of foundation trenches as per designed section in all kinds of soil, including moorum soil, soil muxed with kanker, pebbles and boulders up to 300 mm size and disposal of the same (beyond 50 M away from the toe of the dam base in the country side) with in initial lead of 1.5 M all lifts as per specification and direction of E/I

Thrust block pipe dia :600mm

DISTRIBUTION MAIN

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labour, materials, equipment to procure and laying of DI class K-7 pipes with Cement Mortar Lining for distribution main (Please refer to Section 5,Sl. 3.0 of SBD)

Earthwork in excavtion ( as per IS 3114/1965) for laying of different types and size 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 -v\charge ( b0 for classification of soil item-B

100 mm dia

200 mm dia

For 700 mm dia pipe

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labour, materials, equipment to procure and laying of DI class K-7 pipes with Cement Mortar Lining for distribution main (Please refer to Section 5,Sl. 3.0 of SBD)

Earthwork in excavtion ( as per IS 3114/1965) for laying of different types and size 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 -v\charge ( b0 for classification of soil item-B

100 mm dia

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labour, materials, equipment to procure and laying of DI class K-7 pipes with Cement Mortar Lining for distribution main (Please refer to Section 5,Sl. 3.0 of SBD)

Earthwork in excavtion ( as per IS 3114/1965) for laying of different types and size 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 -v\charge ( b0 for classification of soil item-B

100 mm dia

700mm dia

Thrust block pipe dia :700mm

Thrust block pipe dia :700mm

Providing double flanged sluice valve confirming for IS 2906/14846 including worn gear arrangements as per test pressure stainless steel, spindle, caps including all transportation etc. complete without bypass arrangement PN 1

Lebour cherge for one cutting of cast on HDPE pipe & specials including supplying necessary tools and plants as per specification and driection of E/I HDPE pipe

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labour, materials, equipment to procure and laying of DI class K-7 pipes with Cement Mortar Lining for distribution main (Please refer to Section 5,Sl. 3.0 of SBD)

Earthwork in excavtion ( as per IS 3114/1965) for laying of different types and size 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 -v\charge ( b0 for classification of soil item-B

100 mm dia

scour valve100 mm dia

a) Pipe Bridge 60m

Supplying, fitting and fixing G.I. box with modular plate and cover in front of surface or in recess including providing and fixing 3 pin 5/6 amp modular type switch, connection, painting etc as required.

Construction of B.W. masonary valve chamber of size 1.20 X 1.5 X 1.5 mt. as per enclosed annexure.

Providing R.C.C M-150 with nominal mix of (1:2:4) in lintel level with approved quality of stone chips 20 mm to 6mm size graded & clean coarse sand of F.M 2.5 to including screening , centring, shuttering and mixing cement concrete in mixer & placing in position vibrating striking curing (but excluding the cost of reinforcement ) taxes & royalty all complete as per building specification of (E/I.

Providing and fixing fan hook of 16 mm dia M.S bar 1 meter long bent to reqired size and shape placed in position and fixing in R.C.C slab/beam at the time of casting all complete as per building specification of E/I where material is not supplied by cheet

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, levelling, ramming the foundation trenches. Removing roots of trees, shrubs 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 materials, labour, royalty and taxes all complete as per building specification and direction of E/I.

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

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

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

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

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

Add 1% Labour Cess

Providing RCC M-200 with nominal mix of (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 F.M 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I. Top of Wall

Centring and shuttering including strutting, propping etc. and removal of form for foundation, footings, bases of columns etc. for mass concrete.

Reinforced cement conc work in beams,suspended floors,roofs having slope up to 15* landings, balconies, shelves, chajjs, lintels, bands, plain window sills, staircases and spirl stair cases above plinth level up to floor five level,excluding the cost of centering,shuttering ,finishing and reinforcement,with 1.:1.5:3 (1 ce

ment :1.5 corase sand (zone-III):3graded stone aggregate 20 mm nominal size)

Centring and shuttering including strutting, propping etc. and removal of form for columns, pillars, piers, abutments, posts and struts

Centring and shuttering including strutting, propping etc. and removal of form for lintel, beams, plinth beams, griders, bressumers and contilevers.

Intake Well With Pump House 10.0 M dia.

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and construction of R.C.C Intake well with Pump house all complete job. (Please refer to Section 5,Sl. 2.1 of SBD)

Providing and laying in situ Cement concrete of trap/ granite /quartzite /gnesiss metal for RCC work as per details drawing and design or as directed by engineer-in -charge including normal normal dewatering Plywood Formwork , bully steel prop-ups , compaction, finishing the formed surfaces with CM (1:3) of sufficient min. thickness to give a smooth and even surface wherever necessary or roughing if a special finish is to be provided and curing etc.cmplete (by weight batching and mix design for M-25 and M-25 only) (Exculding M.S or Tor reinforcement.) Beam at floor level & Slab Level

Providing RCC M 250 with nominal mix of (1:1:5:3) in band at lintel level with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position ,vibrating,striking,curing(but excluding the cost of reinforcement,taxes,and royality all complete as per building specification and direction of E/I) Columns

Providing RCC M 200 with nominal mix of (1:1:5:3) in band at lintel level with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position ,vibrating,striking,curing(but excluding the cost of reinforcement,taxes,and royality all complete as per building specification and direction of E/I) Roof Floor Slab

Providing 12 mm thick cement plaster (1:6) do

Construction of B.W. masonary valve chamber of size 1.20 X 1.5 X 1.5 mt. as per enclosed annexure.

Inside/outside wall

Providing and fixing fan hook of 16 mm dia M.S bar 1 meter long bent to reqired size and shape placed in position and fixing in R.C.C slab/beam at the time of casting all complete as per building specification of E/I where material is not supplied by cheet

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, levelling, ramming the foundation trenches. Removing roots of trees, shrubs all complete as per specification of E/I

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

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

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

Providing Tor steel reinforcement of 10 mm,12mm and 16mm dia bars as per approved desgine dwg. Excluding carrige of M.S. bars to work site,cutting,bending ,and binding with annealed wire with cost of wire,removal of rust,placing the rods in poisition all complete as per building specification and direction of E/I 1.00% of RCC work Total RCC =5.15x1.00%+7.85

Centring and shuttering including strutting, propping etc. and removal of form for lintel, beams, plinth beams, griders, bressumers and contilevers.

Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed fully completed and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M same Qty. as item no. (1)

COST OF GATE

Intake Well With Pump House 10.0 M dia.

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and construction of R.C.C Intake well with Pump house all complete job. (Please refer to Section 5,Sl. 2.1 of SBD)

Providing and laying in situ Cement concrete of trap/ granite /quartzite /gnesiss metal for RCC work as per details drawing and design or as directed by engineer-in -charge including normal normal dewatering Plywood Formwork , bully steel prop-ups , compaction, finishing the formed surfaces with CM (1:3) of sufficient min. thickness to give a smooth and even surface wherever necessary or roughing if a special finish is to be provided and curing etc.cmplete (by weight batching and mix design for M-25 and M-25 only) (Exculding M.S or Tor reinforcement.) Beam at floor level & Slab Level

Providing RCC M 250 with nominal mix of (1:1:5:3) in band at lintel level with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position ,vibrating,striking,curing(but excluding the cost of reinforcement,taxes,and royality all complete as per building specification and direction of E/I) Columns

Providing RCC M 200 with nominal mix of (1:1:5:3) in band at lintel level with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position ,vibrating,striking,curing(but excluding the cost of reinforcement,taxes,and royality all complete as per building specification and direction of E/I) Roof Floor Slab

Granular Sub- Base with coarse graded material (Table 400-2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared sruface, mixing by mix in place method with rotavatory at OMC, and compactiing with vibratory roller to achieve the desire density, complete as per clause 401)

Water bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes / Smooth 3 wheeled steel roller in stages to proper grade and camber, applying and brooming requisite type of screening / Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density).

Prime Coat (Providing and applying Primer Coat with bitumen emulsion on prepared surface of Granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means)

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

Providiing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Open - Graded Premix Surfacing (Providing, laying and rolling of open graded premix surfacing of 20mm thickness composed of 13.2 mm to 5.6mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.) (Case - I : Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour)

Seal Coat - Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/hours using crushed stone chipping 6.7mm size and penetration bitumen of suitable grade.

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 50m including all lifts , levelling ,ramming the foundation trenches , removing roots of trees,shrubs all completeas per approved desigen , building specifications and direction of E/I.

Providing coarse clean sand filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm thick with all leads and lifts including costb of all materials labours , and direction of E/I.(mode of measurement compacted volume)

Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chpips 20mm to 6mm size graded and clean coarse sand of F.M2.5 to 3 including screening shuttering , mixing,cement concrete in mixer and placingin position , vibrating ,striking ,curing ,taxes and royalty all complete as per specification and diection of E/I.

Earthwork in back filling the trenches after laying of diffarent types and sizes of pipes with earth removed during excavation with in initial leasds and lifts as per specification and direction of E/I.

Procviding 12mm thick cement plaster (1:3) with clean coarse sand of F.M 1.5 with 1.5mm thick cement punning

over it incliding screening , curing ,with all leasds and lifts of water, taxes and royalty all complete as per Specification and Direction of E/I.

Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chpips 20mm to 6mm size graded and clean coarse sand of F.M2.5 to 3 including screening shuttering , mixing,cement concrete in mixer and placingin position , vibrating ,striking ,curing ,taxes and royalty all complete as per specification and diection of E/I.

Providing and supplying Blue MDPE pipe confirming to ISO 4427:1996 manufactured from virgin resin PE 80 food grade compounded raw materials having blue colour only assurance certificate from quality agencies like WRC/CIPET(India) / DVGM /KIWA/SPGN etc for uasge in drinking water with quality system . The cost shall include testing of all materials all taxes central , state, Municipal, Inspection charges transportation up to site , transit insurance, loading, unloading ,stacking etc complete as per building specification and directed.PN16(SDR-9) with ED

Providing and supplying GI (Tata and euivalent make ) pipe for uasge in drinking water with quality system . The cost shall include testing of all materials all taxes central , state, Municipal, Inspection charges transportation up to site , transit insurance, loading, unloading ,stacking etc complete as per building specification and directed.

Lowering laying jointing HDPE/MDPE pipes in proper position including all specials by compression fitting / Electrofusion and buttFusion jointing procedure including hydraulic testing as per relevent IS code complete with all materials for jointing procedures like Electrofusion machine, Electric mirror / Heater / butt fussion 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.

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 threadings ends if required etc all complete as per specification and direction of E / I.

Clear Water Rising main.

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.

3 mm dia ferrule weight not less than 425 gm

Providing and fixing of G.M full way 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 all complete as per specification and direction of E / I.

15 dia and weight not less than 400 gm

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

d) For Intake well 10 m dia

3.4 Lakh Litre capacity with 21 Meter staging

Railway Crossing

Road Crossing

Coffer Dam

Compound Wall/ Boundry Wall for ESR. (116.4 M Long)

Crane: Providing, erecting triple spur gear type Chain Pulley Block suitable for 3 Tonne capacity 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 carrying ISI mark.

Safety Items: Supplying, Installation and erecting of Fire extinguisher, Lightening Arrestor, emergency light, First aid box, insulation gloves & shoes, tools & tackles, rubber matting, instruction manual, etc. as per requirement and Indian standards at Pump house.

Earthwork in excavtion ( as per IS 3114/1965) for laying of different types and size 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 -v\charge ( for classification of soil item-B

Earthwork in excavation of foundation trenches as per design section in ordinary soft rock( vide classification of soil item-c) and disposal of excavated materials so obtained ( 10 M away from the edge of the trenches) and initial lift of 1.5 m as per specification and direction of E/I in ordinary or soft rock( where blasting is not required) in soil item-C in soft rock.

Earthwork in excavation of foundation trenches as per designed section in all kinds of soil, including moorum soil, soil muxed with kanker, pebbles and boulders up to 300 mm size and disposal of the same (beyond 50 M away from the toe of the dam base in the country side) with in initial lead of 1.5 M all lifts as per specification and direction of E/I

Thrust block pipe dia :600mm

DISTRIBUTION MAIN

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labour, materials, equipment to procure and laying of DI class K-7 pipes with Cement Mortar Lining for distribution main (Please refer to Section 5,Sl. 3.0 of SBD)

Earthwork in excavtion ( as per IS 3114/1965) for laying of different types and size 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 -v\charge ( b0 for classification of soil item-B

100 mm dia

200 mm dia

For 700 mm dia pipe

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labour, materials, equipment to procure and laying of DI class K-7 pipes with Cement Mortar Lining for distribution main (Please refer to Section 5,Sl. 3.0 of SBD)

Earthwork in excavtion ( as per IS 3114/1965) for laying of different types and size 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 -v\charge ( b0 for classification of soil item-B

100 mm dia

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labour, materials, equipment to procure and laying of DI class K-7 pipes with Cement Mortar Lining for distribution main (Please refer to Section 5,Sl. 3.0 of SBD)

Earthwork in excavtion ( as per IS 3114/1965) for laying of different types and size 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 -v\charge ( b0 for classification of soil item-B

100 mm dia

700mm dia

Thrust block pipe dia :700mm

Thrust block pipe dia :700mm

Providing double flanged sluice valve confirming for IS 2906/14846 including worn gear arrangements as per test pressure stainless steel, spindle, caps including all transportation etc. complete without bypass arrangement PN 1

Lebour cherge for one cutting of cast on HDPE pipe & specials including supplying necessary tools and plants as per specification and driection of E/I HDPE pipe

Supplying lebours and tools for laying and jointing HDPE pipe in trenches and making built welded joint supplying heeting mirror jack etc and providing night guard barrier and red light to safe guard against aecident etc all complete.

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labour, materials, equipment to procure and laying of DI class K-7 pipes with Cement Mortar Lining for distribution main (Please refer to Section 5,Sl. 3.0 of SBD)

Earthwork in excavtion ( as per IS 3114/1965) for laying of different types and size 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 -v\charge ( b0 for classification of soil item-B

100 mm dia

scour valve100 mm dia

a) Pipe Bridge 60m

Supplying, fitting and fixing G.I. box with modular plate and cover in front of surface or in recess including providing and fixing 3 pin 5/6 amp modular type switch, connection, painting etc as required.

Construction of B.W. masonary valve chamber of size 1.20 X 1.5 X 1.5 mt. as per enclosed annexure.

Providing R.C.C M-150 with nominal mix of (1:2:4) in lintel level with approved quality of stone chips 20 mm to 6mm size graded & clean coarse sand of F.M 2.5 to including screening , centring, shuttering and mixing cement concrete in mixer & placing in position vibrating striking curing (but excluding the cost of reinforcement ) taxes & royalty all complete as per building specification of (E/I.

Providing and fixing fan hook of 16 mm dia M.S bar 1 meter long bent to reqired size and shape placed in position and fixing in R.C.C slab/beam at the time of casting all complete as per building specification of E/I where material is not supplied by cheet

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, levelling, ramming the foundation trenches. Removing roots of trees, shrubs 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 materials, labour, royalty and taxes all complete as per building specification and direction of E/I.

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

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

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

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

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

Add 1% Labour Cess

Providing RCC M-200 with nominal mix of (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 F.M 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I. Top of Wall

Centring and shuttering including strutting, propping etc. and removal of form for foundation, footings, bases of columns etc. for mass concrete.

Reinforced cement conc work in beams,suspended floors,roofs having slope up to 15* landings, balconies, shelves, chajjs, lintels, bands, plain window sills, staircases and spirl stair cases above plinth level up to floor five level,excluding the cost of centering,shuttering ,finishing and reinforcement,with 1.:1.5:3 (1 ce

ment :1.5 corase sand (zone-III):3graded stone aggregate 20 mm nominal size)

Centring and shuttering including strutting, propping etc. and removal of form for columns, pillars, piers, abutments, posts and struts

Centring and shuttering including strutting, propping etc. and removal of form for lintel, beams, plinth beams, griders, bressumers and contilevers.

Intake Well With Pump House 10.0 M dia.

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and construction of R.C.C Intake well with Pump house all complete job. (Please refer to Section 5,Sl. 2.1 of SBD)

Providing and laying in situ Cement concrete of trap/ granite /quartzite /gnesiss metal for RCC work as per details drawing and design or as directed by engineer-in -charge including normal normal dewatering Plywood Formwork , bully steel prop-ups , compaction, finishing the formed surfaces with CM (1:3) of sufficient min. thickness to give a smooth and even surface wherever necessary or roughing if a special finish is to be provided and curing etc.cmplete (by weight batching and mix design for M-25 and M-25 only) (Exculding M.S or Tor reinforcement.) Beam at floor level & Slab Level

Providing RCC M 250 with nominal mix of (1:1:5:3) in band at lintel level with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position ,vibrating,striking,curing(but excluding the cost of reinforcement,taxes,and royality all complete as per building specification and direction of E/I) Columns

Providing RCC M 200 with nominal mix of (1:1:5:3) in band at lintel level with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position ,vibrating,striking,curing(but excluding the cost of reinforcement,taxes,and royality all complete as per building specification and direction of E/I) Roof Floor Slab

Providing 12 mm thick cement plaster (1:6) do

Construction of B.W. masonary valve chamber of size 1.20 X 1.5 X 1.5 mt. as per enclosed annexure.

Inside/outside wall

Providing and fixing fan hook of 16 mm dia M.S bar 1 meter long bent to reqired size and shape placed in position and fixing in R.C.C slab/beam at the time of casting all complete as per building specification of E/I where material is not supplied by cheet

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, levelling, ramming the foundation trenches. Removing roots of trees, shrubs all complete as per specification of E/I

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

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

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

Providing Tor steel reinforcement of 10 mm,12mm and 16mm dia bars as per approved desgine dwg. Excluding carrige of M.S. bars to work site,cutting,bending ,and binding with annealed wire with cost of wire,removal of rust,placing the rods in poisition all complete as per building specification and direction of E/I 1.00% of RCC work Total RCC =5.15x1.00%+7.85

Centring and shuttering including strutting, propping etc. and removal of form for lintel, beams, plinth beams, griders, bressumers and contilevers.

Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed fully completed and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M same Qty. as item no. (1)

COST OF GATE

Intake Well With Pump House 10.0 M dia.

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and construction of R.C.C Intake well with Pump house all complete job. (Please refer to Section 5,Sl. 2.1 of SBD)

Providing and laying in situ Cement concrete of trap/ granite /quartzite /gnesiss metal for RCC work as per details drawing and design or as directed by engineer-in -charge including normal normal dewatering Plywood Formwork , bully steel prop-ups , compaction, finishing the formed surfaces with CM (1:3) of sufficient min. thickness to give a smooth and even surface wherever necessary or roughing if a special finish is to be provided and curing etc.cmplete (by weight batching and mix design for M-25 and M-25 only) (Exculding M.S or Tor reinforcement.) Beam at floor level & Slab Level

Providing RCC M 250 with nominal mix of (1:1:5:3) in band at lintel level with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position ,vibrating,striking,curing(but excluding the cost of reinforcement,taxes,and royality all complete as per building specification and direction of E/I) Columns

Providing RCC M 200 with nominal mix of (1:1:5:3) in band at lintel level with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position ,vibrating,striking,curing(but excluding the cost of reinforcement,taxes,and royality all complete as per building specification and direction of E/I) Roof Floor Slab

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority Construction of Compound wall. etc. all complete job. (Please refer to Section 5, Sl. 2.9 of SBD)

Granular Sub- Base with coarse graded material (Table 400-2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared sruface, mixing by mix in place method with rotavatory at OMC, and compactiing with vibratory roller to achieve the desire density, complete as per clause 401)

Water bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes / Smooth 3 wheeled steel roller in stages to proper grade and camber, applying and brooming requisite type of screening / Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density).

Prime Coat (Providing and applying Primer Coat with bitumen emulsion on prepared surface of Granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means)

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

Providiing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Open - Graded Premix Surfacing (Providing, laying and rolling of open graded premix surfacing of 20mm thickness composed of 13.2 mm to 5.6mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.) (Case - I : Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour)

Seal Coat - Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/hours using crushed stone chipping 6.7mm size and penetration bitumen of suitable grade.

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 50m including all lifts , levelling ,ramming the foundation trenches , removing roots of trees,shrubs all completeas per approved desigen , building specifications and direction of E/I.

Providing coarse clean sand filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm thick with all leads and lifts including costb of all materials labours , and direction of E/I.(mode of measurement compacted volume)

Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chpips 20mm to 6mm size graded and clean coarse sand of F.M2.5 to 3 including screening shuttering , mixing,cement concrete in mixer and placingin position , vibrating ,striking ,curing ,taxes and royalty all complete as per specification and diection of E/I.

Earthwork in back filling the trenches after laying of diffarent types and sizes of pipes with earth removed during excavation with in initial leasds and lifts as per specification and direction of E/I.

Procviding 12mm thick cement plaster (1:3) with clean coarse sand of F.M 1.5 with 1.5mm thick cement punning

over it incliding screening , curing ,with all leasds and lifts of water, taxes and royalty all complete as per Specification and Direction of E/I.

Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chpips 20mm to 6mm size graded and clean coarse sand of F.M2.5 to 3 including screening shuttering , mixing,cement concrete in mixer and placingin position , vibrating ,striking ,curing ,taxes and royalty all complete as per specification and diection of E/I.

Providing and supplying Blue MDPE pipe confirming to ISO 4427:1996 manufactured from virgin resin PE 80 food grade compounded raw materials having blue colour only assurance certificate from quality agencies like WRC/CIPET(India) / DVGM /KIWA/SPGN etc for uasge in drinking water with quality system . The cost shall include testing of all materials all taxes central , state, Municipal, Inspection charges transportation up to site , transit insurance, loading, unloading ,stacking etc complete as per building specification and directed.PN16(SDR-9) with ED

Providing and supplying GI (Tata and euivalent make ) pipe for uasge in drinking water with quality system . The cost shall include testing of all materials all taxes central , state, Municipal, Inspection charges transportation up to site , transit insurance, loading, unloading ,stacking etc complete as per building specification and directed.

Lowering laying jointing HDPE/MDPE pipes in proper position including all specials by compression fitting / Electrofusion and buttFusion jointing procedure including hydraulic testing as per relevent IS code complete with all materials for jointing procedures like Electrofusion machine, Electric mirror / Heater / butt fussion 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.

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 threadings ends if required etc all complete as per specification and direction of E / I.

Clear Water Rising main.

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.

3 mm dia ferrule weight not less than 425 gm

Providing and fixing of G.M full way 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 all complete as per specification and direction of E / I.

15 dia and weight not less than 400 gm

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

House Connection for 1998 nos Consumer.

Carrige of Materials

Railway Crossing

Road Crossing

Coffer Dam

PANDEYDIH & LARIYADIH RWSS

Crane: Providing, erecting triple spur gear type Chain Pulley Block suitable for 3 Tonne capacity 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 carrying ISI mark.

Safety Items: Supplying, Installation and erecting of Fire extinguisher, Lightening Arrestor, emergency light, First aid box, insulation gloves & shoes, tools & tackles, rubber matting, instruction manual, etc. as per requirement and Indian standards at Pump house.

Earthwork in excavtion ( as per IS 3114/1965) for laying of different types and size 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 -v\charge ( for classification of soil item-B

Earthwork in excavation of foundation trenches as per design section in ordinary soft rock( vide classification of soil item-c) and disposal of excavated materials so obtained ( 10 M away from the edge of the trenches) and initial lift of 1.5 m as per specification and direction of E/I in ordinary or soft rock( where blasting is not required) in soil item-C in soft rock.

Earthwork in excavation of foundation trenches as per designed section in all kinds of soil, including moorum soil, soil muxed with kanker, pebbles and boulders up to 300 mm size and disposal of the same (beyond 50 M away from the toe of the dam base in the country side) with in initial lead of 1.5 M all lifts as per specification and direction of E/I

Thrust block pipe dia :600mm

DISTRIBUTION MAIN

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labour, materials, equipment to procure and laying of DI class K-7 pipes with Cement Mortar Lining for distribution main (Please refer to Section 5,Sl. 3.0 of SBD)

Earthwork in excavtion ( as per IS 3114/1965) for laying of different types and size 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 -v\charge ( b0 for classification of soil item-B

100 mm dia

3.1 Lakh Litre capacity with 7 Meter staging

For 700 mm dia pipe

500 mm dia

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labour, materials, equipment to procure and laying of DI class K-7 pipes with Cement Mortar Lining for distribution main (Please refer to Section 5,Sl. 3.0 of SBD)

Earthwork in excavtion ( as per IS 3114/1965) for laying of different types and size 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 -v\charge ( b0 for classification of soil item-B

100 mm dia

700mm dia

Thrust block pipe dia :700mm

Thrust block pipe dia :700mm

Providing double flanged sluice valve confirming for IS 2906/14846 including worn gear arrangements as per test pressure stainless steel, spindle, caps including all transportation etc. complete without bypass arrangement PN 1

Lebour cherge for one cutting of cast on HDPE pipe & specials including supplying necessary tools and plants as per specification and driection of E/I HDPE pipe

Supplying lebours and tools for laying and jointing HDPE pipe in trenches and making built welded joint supplying heeting mirror jack etc and providing night guard barrier and red light to safe guard against aecident etc all complete.

150 mm dia

scour valve100 mm dia

a) Pipe Bridge 60m

Supplying, fitting and fixing G.I. box with modular plate and cover in front of surface or in recess including providing and fixing 3 pin 5/6 amp modular type switch, connection, painting etc as required.

Construction of B.W. masonary valve chamber of size 1.20 X 1.5 X 1.5 mt. as per enclosed annexure.

Providing R.C.C M-150 with nominal mix of (1:2:4) in lintel level with approved quality of stone chips 20 mm to 6mm size graded & clean coarse sand of F.M 2.5 to including screening , centring, shuttering and mixing cement concrete in mixer & placing in position vibrating striking curing (but excluding the cost of reinforcement ) taxes & royalty all complete as per building specification of (E/I.

Providing and fixing fan hook of 16 mm dia M.S bar 1 meter long bent to reqired size and shape placed in position and fixing in R.C.C slab/beam at the time of casting all complete as per building specification of E/I where material is not supplied by cheet

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, levelling, ramming the foundation trenches. Removing roots of trees, shrubs 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 materials, labour, royalty and taxes all complete as per building specification and direction of E/I.

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

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

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

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

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

Add 1% Labour Cess

Providing RCC M-200 with nominal mix of (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 F.M 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I. Top of Wall

Centring and shuttering including strutting, propping etc. and removal of form for foundation, footings, bases of columns etc. for mass concrete.

Reinforced cement conc work in beams,suspended floors,roofs having slope up to 15* landings, balconies, shelves, chajjs, lintels, bands, plain window sills, staircases and spirl stair cases above plinth level up to floor five level,excluding the cost of centering,shuttering ,finishing and reinforcement,with 1.:1.5:3 (1 ce

ment :1.5 corase sand (zone-III):3graded stone aggregate 20 mm nominal size)

Centring and shuttering including strutting, propping etc. and removal of form for columns, pillars, piers, abutments, posts and struts

Centring and shuttering including strutting, propping etc. and removal of form for lintel, beams, plinth beams, griders, bressumers and contilevers.

Intake Well With Pump House 10.0 M dia.

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and construction of R.C.C Intake well with Pump house all complete job. (Please refer to Section 5,Sl. 2.1 of SBD)

Providing and laying in situ Cement concrete of trap/ granite /quartzite /gnesiss metal for RCC work as per details drawing and design or as directed by engineer-in -charge including normal normal dewatering Plywood Formwork , bully steel prop-ups , compaction, finishing the formed surfaces with CM (1:3) of sufficient min. thickness to give a smooth and even surface wherever necessary or roughing if a special finish is to be provided and curing etc.cmplete (by weight batching and mix design for M-25 and M-25 only) (Exculding M.S or Tor reinforcement.) Beam at floor level & Slab Level

Providing RCC M 250 with nominal mix of (1:1:5:3) in band at lintel level with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position ,vibrating,striking,curing(but excluding the cost of reinforcement,taxes,and royality all complete as per building specification and direction of E/I) Columns

Providing RCC M 200 with nominal mix of (1:1:5:3) in band at lintel level with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position ,vibrating,striking,curing(but excluding the cost of reinforcement,taxes,and royality all complete as per building specification and direction of E/I) Roof Floor Slab

Providing 12 mm thick cement plaster (1:6) do

Construction of B.W. masonary valve chamber of size 1.20 X 1.5 X 1.5 mt. as per enclosed annexure.

Inside/outside wall

Providing and fixing fan hook of 16 mm dia M.S bar 1 meter long bent to reqired size and shape placed in position and fixing in R.C.C slab/beam at the time of casting all complete as per building specification of E/I where material is not supplied by cheet

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, levelling, ramming the foundation trenches. Removing roots of trees, shrubs all complete as per specification of E/I

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

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

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

Providing Tor steel reinforcement of 10 mm,12mm and 16mm dia bars as per approved desgine dwg. Excluding carrige of M.S. bars to work site,cutting,bending ,and binding with annealed wire with cost of wire,removal of rust,placing the rods in poisition all complete as per building specification and direction of E/I 1.00% of RCC work Total RCC =5.15x1.00%+7.85

Centring and shuttering including strutting, propping etc. and removal of form for lintel, beams, plinth beams, griders, bressumers and contilevers.

Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed fully completed and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M same Qty. as item no. (1)

COST OF GATE

Intake Well With Pump House 10.0 M dia.

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and construction of R.C.C Intake well with Pump house all complete job. (Please refer to Section 5,Sl. 2.1 of SBD)

Providing and laying in situ Cement concrete of trap/ granite /quartzite /gnesiss metal for RCC work as per details drawing and design or as directed by engineer-in -charge including normal normal dewatering Plywood Formwork , bully steel prop-ups , compaction, finishing the formed surfaces with CM (1:3) of sufficient min. thickness to give a smooth and even surface wherever necessary or roughing if a special finish is to be provided and curing etc.cmplete (by weight batching and mix design for M-25 and M-25 only) (Exculding M.S or Tor reinforcement.) Beam at floor level & Slab Level

Providing RCC M 250 with nominal mix of (1:1:5:3) in band at lintel level with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position ,vibrating,striking,curing(but excluding the cost of reinforcement,taxes,and royality all complete as per building specification and direction of E/I) Columns

Providing RCC M 200 with nominal mix of (1:1:5:3) in band at lintel level with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position ,vibrating,striking,curing(but excluding the cost of reinforcement,taxes,and royality all complete as per building specification and direction of E/I) Roof Floor Slab

House Connection for 1766 nos Consumer.

Granular Sub- Base with coarse graded material (Table 400-2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared sruface, mixing by mix in place method with rotavatory at OMC, and compactiing with vibratory roller to achieve the desire density, complete as per clause 401)

Water bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes / Smooth 3 wheeled steel roller in stages to proper grade and camber, applying and brooming requisite type of screening / Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density).

Prime Coat (Providing and applying Primer Coat with bitumen emulsion on prepared surface of Granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means)

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

Providiing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Open - Graded Premix Surfacing (Providing, laying and rolling of open graded premix surfacing of 20mm thickness composed of 13.2 mm to 5.6mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.) (Case - I : Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour)

Seal Coat - Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/hours using crushed stone chipping 6.7mm size and penetration bitumen of suitable grade.

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 50m including all lifts , levelling ,ramming the foundation trenches , removing roots of trees,shrubs all completeas per approved desigen , building specifications and direction of E/I.

Providing coarse clean sand filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm thick with all leads and lifts including costb of all materials labours , and direction of E/I.(mode of measurement compacted volume)

Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chpips 20mm to 6mm size graded and clean coarse sand of F.M2.5 to 3 including screening shuttering , mixing,cement concrete in mixer and placingin position , vibrating ,striking ,curing ,taxes and royalty all complete as per specification and diection of E/I.

Earthwork in back filling the trenches after laying of diffarent types and sizes of pipes with earth removed during excavation with in initial leasds and lifts as per specification and direction of E/I.

Procviding 12mm thick cement plaster (1:3) with clean coarse sand of F.M 1.5 with 1.5mm thick cement punning

over it incliding screening , curing ,with all leasds and lifts of water, taxes and royalty all complete as per Specification and Direction of E/I.

Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chpips 20mm to 6mm size graded and clean coarse sand of F.M2.5 to 3 including screening shuttering , mixing,cement concrete in mixer and placingin position , vibrating ,striking ,curing ,taxes and royalty all complete as per specification and diection of E/I.

Providing and supplying Blue MDPE pipe confirming to ISO 4427:1996 manufactured from virgin resin PE 80 food grade compounded raw materials having blue colour only assurance certificate from quality agencies like WRC/CIPET(India) / DVGM /KIWA/SPGN etc for uasge in drinking water with quality system . The cost shall include testing of all materials all taxes central , state, Municipal, Inspection charges transportation up to site , transit insurance, loading, unloading ,stacking etc complete as per building specification and directed.PN16(SDR-9) with ED

Providing and supplying GI (Tata and euivalent make ) pipe for uasge in drinking water with quality system . The cost shall include testing of all materials all taxes central , state, Municipal, Inspection charges transportation up to site , transit insurance, loading, unloading ,stacking etc complete as per building specification and directed.

Lowering laying jointing HDPE/MDPE pipes in proper position including all specials by compression fitting / Electrofusion and buttFusion jointing procedure including hydraulic testing as per relevent IS code complete with all materials for jointing procedures like Electrofusion machine, Electric mirror / Heater / butt fussion 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.

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 threadings ends if required etc all complete as per specification and direction of E / I.

Clear Water Rising main.

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.

3 mm dia ferrule weight not less than 425 gm

Providing and fixing of G.M full way 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 all complete as per specification and direction of E / I.

15 dia and weight not less than 400 gm

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

House Connection for 1998 nos Consumer.

KATAHI RWSS

Railway Crossing

Road Crossing

Coffer Dam

1.0 Lakh Litre capacity with 22 Meter staging

Crane: Providing, erecting triple spur gear type Chain Pulley Block suitable for 3 Tonne capacity 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 carrying ISI mark.

Safety Items: Supplying, Installation and erecting of Fire extinguisher, Lightening Arrestor, emergency light, First aid box, insulation gloves & shoes, tools & tackles, rubber matting, instruction manual, etc. as per requirement and Indian standards at Pump house.

Earthwork in excavtion ( as per IS 3114/1965) for laying of different types and size 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 -v\charge ( for classification of soil item-B

Earthwork in excavation of foundation trenches as per design section in ordinary soft rock( vide classification of soil item-c) and disposal of excavated materials so obtained ( 10 M away from the edge of the trenches) and initial lift of 1.5 m as per specification and direction of E/I in ordinary or soft rock( where blasting is not required) in soil item-C in soft rock.

Earthwork in excavation of foundation trenches as per designed section in all kinds of soil, including moorum soil, soil muxed with kanker, pebbles and boulders up to 300 mm size and disposal of the same (beyond 50 M away from the toe of the dam base in the country side) with in initial lead of 1.5 M all lifts as per specification and direction of E/I

Thrust block pipe dia :600mm

DISTRIBUTION MAIN

200 mm dia

200 mm dia

For 700 mm dia pipe

200 mm dia

400 mm dia

150 mm Dia

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

700mm dia

Thrust block pipe dia :700mm

Thrust block pipe dia :700mm

150 mm Dia

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

Providing double flanged sluice valve confirming for IS 2906/14846 including worn gear arrangements as per test pressure stainless steel, spindle, caps including all transportation etc. complete without bypass arrangement PN 1

Lebour cherge for one cutting of cast on HDPE pipe & specials including supplying necessary tools and plants as per specification and driection of E/I HDPE pipe

Supplying lebours and tools for laying and jointing HDPE pipe in trenches and making built welded joint supplying heeting mirror jack etc and providing night guard barrier and red light to safe guard against aecident etc all complete.

scour valve100 mm dia

a) Pipe Bridge 60m

Supplying, fitting and fixing G.I. box with modular plate and cover in front of surface or in recess including providing and fixing 3 pin 5/6 amp modular type switch, connection, painting etc as required.

Construction of B.W. masonary valve chamber of size 1.20 X 1.5 X 1.5 mt. as per enclosed annexure.

Providing R.C.C M-150 with nominal mix of (1:2:4) in lintel level with approved quality of stone chips 20 mm to 6mm size graded & clean coarse sand of F.M 2.5 to including screening , centring, shuttering and mixing cement concrete in mixer & placing in position vibrating striking curing (but excluding the cost of reinforcement ) taxes & royalty all complete as per building specification of (E/I.

Providing and fixing fan hook of 16 mm dia M.S bar 1 meter long bent to reqired size and shape placed in position and fixing in R.C.C slab/beam at the time of casting all complete as per building specification of E/I where material is not supplied by cheet

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, levelling, ramming the foundation trenches. Removing roots of trees, shrubs 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 materials, labour, royalty and taxes all complete as per building specification and direction of E/I.

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

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

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

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

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

Add 1% Labour Cess

Providing RCC M-200 with nominal mix of (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 F.M 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I. Top of Wall

Centring and shuttering including strutting, propping etc. and removal of form for foundation, footings, bases of columns etc. for mass concrete.

Reinforced cement conc work in beams,suspended floors,roofs having slope up to 15* landings, balconies, shelves, chajjs, lintels, bands, plain window sills, staircases and spirl stair cases above plinth level up to floor five level,excluding the cost of centering,shuttering ,finishing and reinforcement,with 1.:1.5:3 (1 ce

ment :1.5 corase sand (zone-III):3graded stone aggregate 20 mm nominal size)

Centring and shuttering including strutting, propping etc. and removal of form for columns, pillars, piers, abutments, posts and struts

Centring and shuttering including strutting, propping etc. and removal of form for lintel, beams, plinth beams, griders, bressumers and contilevers.

Intake Well With Pump House 10.0 M dia.

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and construction of R.C.C Intake well with Pump house all complete job. (Please refer to Section 5,Sl. 2.1 of SBD)

Providing and laying in situ Cement concrete of trap/ granite /quartzite /gnesiss metal for RCC work as per details drawing and design or as directed by engineer-in -charge including normal normal dewatering Plywood Formwork , bully steel prop-ups , compaction, finishing the formed surfaces with CM (1:3) of sufficient min. thickness to give a smooth and even surface wherever necessary or roughing if a special finish is to be provided and curing etc.cmplete (by weight batching and mix design for M-25 and M-25 only) (Exculding M.S or Tor reinforcement.) Beam at floor level & Slab Level

Providing RCC M 250 with nominal mix of (1:1:5:3) in band at lintel level with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position ,vibrating,striking,curing(but excluding the cost of reinforcement,taxes,and royality all complete as per building specification and direction of E/I) Columns

Providing RCC M 200 with nominal mix of (1:1:5:3) in band at lintel level with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position ,vibrating,striking,curing(but excluding the cost of reinforcement,taxes,and royality all complete as per building specification and direction of E/I) Roof Floor Slab

Providing 12 mm thick cement plaster (1:6) do

Construction of B.W. masonary valve chamber of size 1.20 X 1.5 X 1.5 mt. as per enclosed annexure.

Inside/outside wall

Providing and fixing fan hook of 16 mm dia M.S bar 1 meter long bent to reqired size and shape placed in position and fixing in R.C.C slab/beam at the time of casting all complete as per building specification of E/I where material is not supplied by cheet

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, levelling, ramming the foundation trenches. Removing roots of trees, shrubs all complete as per specification of E/I

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

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

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

Providing Tor steel reinforcement of 10 mm,12mm and 16mm dia bars as per approved desgine dwg. Excluding carrige of M.S. bars to work site,cutting,bending ,and binding with annealed wire with cost of wire,removal of rust,placing the rods in poisition all complete as per building specification and direction of E/I 1.00% of RCC work Total RCC =5.15x1.00%+7.85

Centring and shuttering including strutting, propping etc. and removal of form for lintel, beams, plinth beams, griders, bressumers and contilevers.

Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed fully completed and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M same Qty. as item no. (1)

COST OF GATE

Intake Well With Pump House 10.0 M dia.

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and construction of R.C.C Intake well with Pump house all complete job. (Please refer to Section 5,Sl. 2.1 of SBD)

Providing and laying in situ Cement concrete of trap/ granite /quartzite /gnesiss metal for RCC work as per details drawing and design or as directed by engineer-in -charge including normal normal dewatering Plywood Formwork , bully steel prop-ups , compaction, finishing the formed surfaces with CM (1:3) of sufficient min. thickness to give a smooth and even surface wherever necessary or roughing if a special finish is to be provided and curing etc.cmplete (by weight batching and mix design for M-25 and M-25 only) (Exculding M.S or Tor reinforcement.) Beam at floor level & Slab Level

Providing RCC M 250 with nominal mix of (1:1:5:3) in band at lintel level with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position ,vibrating,striking,curing(but excluding the cost of reinforcement,taxes,and royality all complete as per building specification and direction of E/I) Columns

Providing RCC M 200 with nominal mix of (1:1:5:3) in band at lintel level with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position ,vibrating,striking,curing(but excluding the cost of reinforcement,taxes,and royality all complete as per building specification and direction of E/I) Roof Floor Slab

House Connection for 581 nos Consumer.

Granular Sub- Base with coarse graded material (Table 400-2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared sruface, mixing by mix in place method with rotavatory at OMC, and compactiing with vibratory roller to achieve the desire density, complete as per clause 401)

Water bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes / Smooth 3 wheeled steel roller in stages to proper grade and camber, applying and brooming requisite type of screening / Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density).

Prime Coat (Providing and applying Primer Coat with bitumen emulsion on prepared surface of Granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means)

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

Providiing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Open - Graded Premix Surfacing (Providing, laying and rolling of open graded premix surfacing of 20mm thickness composed of 13.2 mm to 5.6mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.) (Case - I : Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour)

Seal Coat - Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/hours using crushed stone chipping 6.7mm size and penetration bitumen of suitable grade.

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 50m including all lifts , levelling ,ramming the foundation trenches , removing roots of trees,shrubs all completeas per approved desigen , building specifications and direction of E/I.

Providing coarse clean sand filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm thick with all leads and lifts including costb of all materials labours , and direction of E/I.(mode of measurement compacted volume)

Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chpips 20mm to 6mm size graded and clean coarse sand of F.M2.5 to 3 including screening shuttering , mixing,cement concrete in mixer and placingin position , vibrating ,striking ,curing ,taxes and royalty all complete as per specification and diection of E/I.

Earthwork in back filling the trenches after laying of diffarent types and sizes of pipes with earth removed during excavation with in initial leasds and lifts as per specification and direction of E/I.

Procviding 12mm thick cement plaster (1:3) with clean coarse sand of F.M 1.5 with 1.5mm thick cement punning

over it incliding screening , curing ,with all leasds and lifts of water, taxes and royalty all complete as per Specification and Direction of E/I.

Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chpips 20mm to 6mm size graded and clean coarse sand of F.M2.5 to 3 including screening shuttering , mixing,cement concrete in mixer and placingin position , vibrating ,striking ,curing ,taxes and royalty all complete as per specification and diection of E/I.

Providing and supplying Blue MDPE pipe confirming to ISO 4427:1996 manufactured from virgin resin PE 80 food grade compounded raw materials having blue colour only assurance certificate from quality agencies like WRC/CIPET(India) / DVGM /KIWA/SPGN etc for uasge in drinking water with quality system . The cost shall include testing of all materials all taxes central , state, Municipal, Inspection charges transportation up to site , transit insurance, loading, unloading ,stacking etc complete as per building specification and directed.PN16(SDR-9) with ED

Providing and supplying GI (Tata and euivalent make ) pipe for uasge in drinking water with quality system . The cost shall include testing of all materials all taxes central , state, Municipal, Inspection charges transportation up to site , transit insurance, loading, unloading ,stacking etc complete as per building specification and directed.

Lowering laying jointing HDPE/MDPE pipes in proper position including all specials by compression fitting / Electrofusion and buttFusion jointing procedure including hydraulic testing as per relevent IS code complete with all materials for jointing procedures like Electrofusion machine, Electric mirror / Heater / butt fussion 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.

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 threadings ends if required etc all complete as per specification and direction of E / I.

Clear Water Rising main.

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.

3 mm dia ferrule weight not less than 425 gm

Providing and fixing of G.M full way 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 all complete as per specification and direction of E / I.

15 dia and weight not less than 400 gm

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

House Connection for 1998 nos Consumer.

Special fitting total cost of 3 % of HDPE Pipe cost

MADHUBAN BASVARIYA RWSS

Railway Crossing

Road Crossing

Coffer Dam

2.4 Lakh Litre capacity with 15 Meter staging

Crane: Providing, erecting triple spur gear type Chain Pulley Block suitable for 3 Tonne capacity 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 carrying ISI mark.

Safety Items: Supplying, Installation and erecting of Fire extinguisher, Lightening Arrestor, emergency light, First aid box, insulation gloves & shoes, tools & tackles, rubber matting, instruction manual, etc. as per requirement and Indian standards at Pump house.

Earthwork in excavtion ( as per IS 3114/1965) for laying of different types and size 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 -v\charge ( for classification of soil item-B

Earthwork in excavation of foundation trenches as per design section in ordinary soft rock( vide classification of soil item-c) and disposal of excavated materials so obtained ( 10 M away from the edge of the trenches) and initial lift of 1.5 m as per specification and direction of E/I in ordinary or soft rock( where blasting is not required) in soil item-C in soft rock.

Earthwork in excavation of foundation trenches as per designed section in all kinds of soil, including moorum soil, soil muxed with kanker, pebbles and boulders up to 300 mm size and disposal of the same (beyond 50 M away from the toe of the dam base in the country side) with in initial lead of 1.5 M all lifts as per specification and direction of E/I

Thrust block pipe dia :600mm

DISTRIBUTION MAIN

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labour, materials, equipment to procure and laying of DI class K-7 pipes with Cement Mortar Lining for distribution main (Please refer to Section 5,Sl. 3.0 of SBD)

Earthwork in excavtion ( as per IS 3114/1965) for laying of different types and size 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 -v\charge ( b0 for classification of soil item-B

100 mm dia

200 mm dia

For 700 mm dia pipe

500 mm dia

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labour, materials, equipment to procure and laying of DI class K-7 pipes with Cement Mortar Lining for distribution main (Please refer to Section 5,Sl. 3.0 of SBD)

Earthwork in excavtion ( as per IS 3114/1965) for laying of different types and size 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 -v\charge ( b0 for classification of soil item-B

100 mm dia

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labour, materials, equipment to procure and laying of DI class K-7 pipes with Cement Mortar Lining for distribution main (Please refer to Section 5,Sl. 3.0 of SBD)

Earthwork in excavtion ( as per IS 3114/1965) for laying of different types and size 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 -v\charge ( b0 for classification of soil item-B

100 mm dia

700mm dia

Thrust block pipe dia :700mm

Thrust block pipe dia :700mm

Providing double flanged sluice valve confirming for IS 2906/14846 including worn gear arrangements as per test pressure stainless steel, spindle, caps including all transportation etc. complete without bypass arrangement PN 1

Lebour cherge for one cutting of cast on HDPE pipe & specials including supplying necessary tools and plants as per specification and driection of E/I HDPE pipe

Supplying lebours and tools for laying and jointing HDPE pipe in trenches and making built welded joint supplying heeting mirror jack etc and providing night guard barrier and red light to safe guard against aecident etc all complete.

150 mm dia

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labour, materials, equipment to procure and laying of DI class K-7 pipes with Cement Mortar Lining for distribution main (Please refer to Section 5,Sl. 3.0 of SBD)

Earthwork in excavtion ( as per IS 3114/1965) for laying of different types and size 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 -v\charge ( b0 for classification of soil item-B

100 mm dia

scour valve100 mm dia

a) Pipe Bridge 60m

Supplying, fitting and fixing G.I. box with modular plate and cover in front of surface or in recess including providing and fixing 3 pin 5/6 amp modular type switch, connection, painting etc as required.

Construction of B.W. masonary valve chamber of size 1.20 X 1.5 X 1.5 mt. as per enclosed annexure.

Providing R.C.C M-150 with nominal mix of (1:2:4) in lintel level with approved quality of stone chips 20 mm to 6mm size graded & clean coarse sand of F.M 2.5 to including screening , centring, shuttering and mixing cement concrete in mixer & placing in position vibrating striking curing (but excluding the cost of reinforcement ) taxes & royalty all complete as per building specification of (E/I.

Providing and fixing fan hook of 16 mm dia M.S bar 1 meter long bent to reqired size and shape placed in position and fixing in R.C.C slab/beam at the time of casting all complete as per building specification of E/I where material is not supplied by cheet

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, levelling, ramming the foundation trenches. Removing roots of trees, shrubs 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 materials, labour, royalty and taxes all complete as per building specification and direction of E/I.

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

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

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

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

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

Add 1% Labour Cess

Providing RCC M-200 with nominal mix of (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 F.M 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I. Top of Wall

Centring and shuttering including strutting, propping etc. and removal of form for foundation, footings, bases of columns etc. for mass concrete.

Reinforced cement conc work in beams,suspended floors,roofs having slope up to 15* landings, balconies, shelves, chajjs, lintels, bands, plain window sills, staircases and spirl stair cases above plinth level up to floor five level,excluding the cost of centering,shuttering ,finishing and reinforcement,with 1.:1.5:3 (1 ce

ment :1.5 corase sand (zone-III):3graded stone aggregate 20 mm nominal size)

Centring and shuttering including strutting, propping etc. and removal of form for columns, pillars, piers, abutments, posts and struts

Centring and shuttering including strutting, propping etc. and removal of form for lintel, beams, plinth beams, griders, bressumers and contilevers.

Intake Well With Pump House 10.0 M dia.

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and construction of R.C.C Intake well with Pump house all complete job. (Please refer to Section 5,Sl. 2.1 of SBD)

Providing and laying in situ Cement concrete of trap/ granite /quartzite /gnesiss metal for RCC work as per details drawing and design or as directed by engineer-in -charge including normal normal dewatering Plywood Formwork , bully steel prop-ups , compaction, finishing the formed surfaces with CM (1:3) of sufficient min. thickness to give a smooth and even surface wherever necessary or roughing if a special finish is to be provided and curing etc.cmplete (by weight batching and mix design for M-25 and M-25 only) (Exculding M.S or Tor reinforcement.) Beam at floor level & Slab Level

Providing RCC M 250 with nominal mix of (1:1:5:3) in band at lintel level with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position ,vibrating,striking,curing(but excluding the cost of reinforcement,taxes,and royality all complete as per building specification and direction of E/I) Columns

Providing RCC M 200 with nominal mix of (1:1:5:3) in band at lintel level with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position ,vibrating,striking,curing(but excluding the cost of reinforcement,taxes,and royality all complete as per building specification and direction of E/I) Roof Floor Slab

Providing 12 mm thick cement plaster (1:6) do

Construction of B.W. masonary valve chamber of size 1.20 X 1.5 X 1.5 mt. as per enclosed annexure.

Inside/outside wall

Providing and fixing fan hook of 16 mm dia M.S bar 1 meter long bent to reqired size and shape placed in position and fixing in R.C.C slab/beam at the time of casting all complete as per building specification of E/I where material is not supplied by cheet

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, levelling, ramming the foundation trenches. Removing roots of trees, shrubs all complete as per specification of E/I

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

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

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

Providing Tor steel reinforcement of 10 mm,12mm and 16mm dia bars as per approved desgine dwg. Excluding carrige of M.S. bars to work site,cutting,bending ,and binding with annealed wire with cost of wire,removal of rust,placing the rods in poisition all complete as per building specification and direction of E/I 1.00% of RCC work Total RCC =5.15x1.00%+7.85

Centring and shuttering including strutting, propping etc. and removal of form for lintel, beams, plinth beams, griders, bressumers and contilevers.

Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed fully completed and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M same Qty. as item no. (1)

COST OF GATE

Intake Well With Pump House 10.0 M dia.

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and construction of R.C.C Intake well with Pump house all complete job. (Please refer to Section 5,Sl. 2.1 of SBD)

Providing and laying in situ Cement concrete of trap/ granite /quartzite /gnesiss metal for RCC work as per details drawing and design or as directed by engineer-in -charge including normal normal dewatering Plywood Formwork , bully steel prop-ups , compaction, finishing the formed surfaces with CM (1:3) of sufficient min. thickness to give a smooth and even surface wherever necessary or roughing if a special finish is to be provided and curing etc.cmplete (by weight batching and mix design for M-25 and M-25 only) (Exculding M.S or Tor reinforcement.) Beam at floor level & Slab Level

Providing RCC M 250 with nominal mix of (1:1:5:3) in band at lintel level with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position ,vibrating,striking,curing(but excluding the cost of reinforcement,taxes,and royality all complete as per building specification and direction of E/I) Columns

Providing RCC M 200 with nominal mix of (1:1:5:3) in band at lintel level with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position ,vibrating,striking,curing(but excluding the cost of reinforcement,taxes,and royality all complete as per building specification and direction of E/I) Roof Floor Slab

House Connection for 1068 nos Consumer.

Granular Sub- Base with coarse graded material (Table 400-2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared sruface, mixing by mix in place method with rotavatory at OMC, and compactiing with vibratory roller to achieve the desire density, complete as per clause 401)

Water bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes / Smooth 3 wheeled steel roller in stages to proper grade and camber, applying and brooming requisite type of screening / Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density).

Prime Coat (Providing and applying Primer Coat with bitumen emulsion on prepared surface of Granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means)

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

Providiing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Open - Graded Premix Surfacing (Providing, laying and rolling of open graded premix surfacing of 20mm thickness composed of 13.2 mm to 5.6mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.) (Case - I : Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour)

Seal Coat - Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/hours using crushed stone chipping 6.7mm size and penetration bitumen of suitable grade.

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 50m including all lifts , levelling ,ramming the foundation trenches , removing roots of trees,shrubs all completeas per approved desigen , building specifications and direction of E/I.

Providing coarse clean sand filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm thick with all leads and lifts including costb of all materials labours , and direction of E/I.(mode of measurement compacted volume)

Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chpips 20mm to 6mm size graded and clean coarse sand of F.M2.5 to 3 including screening shuttering , mixing,cement concrete in mixer and placingin position , vibrating ,striking ,curing ,taxes and royalty all complete as per specification and diection of E/I.

Earthwork in back filling the trenches after laying of diffarent types and sizes of pipes with earth removed during excavation with in initial leasds and lifts as per specification and direction of E/I.

Procviding 12mm thick cement plaster (1:3) with clean coarse sand of F.M 1.5 with 1.5mm thick cement punning

over it incliding screening , curing ,with all leasds and lifts of water, taxes and royalty all complete as per Specification and Direction of E/I.

Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chpips 20mm to 6mm size graded and clean coarse sand of F.M2.5 to 3 including screening shuttering , mixing,cement concrete in mixer and placingin position , vibrating ,striking ,curing ,taxes and royalty all complete as per specification and diection of E/I.

Providing and supplying Blue MDPE pipe confirming to ISO 4427:1996 manufactured from virgin resin PE 80 food grade compounded raw materials having blue colour only assurance certificate from quality agencies like WRC/CIPET(India) / DVGM /KIWA/SPGN etc for uasge in drinking water with quality system . The cost shall include testing of all materials all taxes central , state, Municipal, Inspection charges transportation up to site , transit insurance, loading, unloading ,stacking etc complete as per building specification and directed.PN16(SDR-9) with ED

Providing and supplying GI (Tata and euivalent make ) pipe for uasge in drinking water with quality system . The cost shall include testing of all materials all taxes central , state, Municipal, Inspection charges transportation up to site , transit insurance, loading, unloading ,stacking etc complete as per building specification and directed.

Lowering laying jointing HDPE/MDPE pipes in proper position including all specials by compression fitting / Electrofusion and buttFusion jointing procedure including hydraulic testing as per relevent IS code complete with all materials for jointing procedures like Electrofusion machine, Electric mirror / Heater / butt fussion 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.

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 threadings ends if required etc all complete as per specification and direction of E / I.

Clear Water Rising main.

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.

3 mm dia ferrule weight not less than 425 gm

Providing and fixing of G.M full way 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 all complete as per specification and direction of E / I.

15 dia and weight not less than 400 gm

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

d) For Intake well 10 m dia

Carrige of Materials

Railway Crossing

Road Crossing

Coffer Dam

BHANDARVA DUMARDIHA RWSS

Crane: Providing, erecting triple spur gear type Chain Pulley Block suitable for 3 Tonne capacity 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 carrying ISI mark.

Safety Items: Supplying, Installation and erecting of Fire extinguisher, Lightening Arrestor, emergency light, First aid box, insulation gloves & shoes, tools & tackles, rubber matting, instruction manual, etc. as per requirement and Indian standards at Pump house.

Earthwork in excavtion ( as per IS 3114/1965) for laying of different types and size 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 -v\charge ( for classification of soil item-B

Earthwork in excavation of foundation trenches as per design section in ordinary soft rock( vide classification of soil item-c) and disposal of excavated materials so obtained ( 10 M away from the edge of the trenches) and initial lift of 1.5 m as per specification and direction of E/I in ordinary or soft rock( where blasting is not required) in soil item-C in soft rock.

Earthwork in excavation of foundation trenches as per designed section in all kinds of soil, including moorum soil, soil muxed with kanker, pebbles and boulders up to 300 mm size and disposal of the same (beyond 50 M away from the toe of the dam base in the country side) with in initial lead of 1.5 M all lifts as per specification and direction of E/I

Thrust block pipe dia :600mm

Construction of B.W. masonary valve chamber of size 2.0 X 2.0 X 1.5 mt. as per enclosed annexure.

DISTRIBUTION MAIN

200 mm dia

200 mm dia

Providing and supplying in standard lengths High Density Polyethylene Pipe (HDPE Pipe) 25mm to 500 mm dia confirming to IS 4984-4984/14151/12786/13488 (Latest Revision with necessary jointing materials like mechanical .connector HDPE pipe grade PE-100 PN-10

For 700 mm dia pipe

150 mm dia

Construction of B.W. masonary valve chamber of size 2.0 X 2.0 X 1.5 mt. as per enclosed annexure.

200 mm dia

Construction of B.W. masonary valve chamber of size 2.0 X 2.0 X 1.5 mt. as per enclosed annexure.

700mm dia

Thrust block pipe dia :700mm

Construction of B.W. masonary valve chamber of size 2.0 X 2.0 X 1.5 mt. as per enclosed annexure.

Thrust block pipe dia :700mm

Construction of B.W. masonary valve chamber of size 2.0 X 2.0 X 1.5 mt. as per enclosed annexure.

Providing double flanged sluice valve confirming for IS 2906/14846 including worn gear arrangements as per test pressure stainless steel, spindle, caps including all transportation etc. complete without bypass arrangement PN 1

Lebour cherge for one cutting of cast on HDPE pipe & specials including supplying necessary tools and plants as per specification and driection of E/I HDPE pipe

Supplying lebours and tools for laying and jointing HDPE pipe in trenches and making built welded joint supplying heeting mirror jack etc and providing night guard barrier and red light to safe guard against aecident etc all complete.

100 mm dia scour valve

scour valve100 mm dia

a) Pipe Bridge 60m

Supplying, fitting and fixing G.I. box with modular plate and cover in front of surface or in recess including providing and fixing 3 pin 5/6 amp modular type switch, connection, painting etc as required.

Construction of B.W. masonary valve chamber of size 1.20 X 1.5 X 1.5 mt. as per enclosed annexure.

Providing R.C.C M-150 with nominal mix of (1:2:4) in lintel level with approved quality of stone chips 20 mm to 6mm size graded & clean coarse sand of F.M 2.5 to including screening , centring, shuttering and mixing cement concrete in mixer & placing in position vibrating striking curing (but excluding the cost of reinforcement ) taxes & royalty all complete as per building specification of (E/I.

Providing and fixing fan hook of 16 mm dia M.S bar 1 meter long bent to reqired size and shape placed in position and fixing in R.C.C slab/beam at the time of casting all complete as per building specification of E/I where material is not supplied by cheet

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, levelling, ramming the foundation trenches. Removing roots of trees, shrubs 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 materials, labour, royalty and taxes all complete as per building specification and direction of E/I.

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

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

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

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

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

Add 1% Labour Cess

Providing RCC M-200 with nominal mix of (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 F.M 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I. Top of Wall

Centring and shuttering including strutting, propping etc. and removal of form for foundation, footings, bases of columns etc. for mass concrete.

Reinforced cement conc work in beams,suspended floors,roofs having slope up to 15* landings, balconies, shelves, chajjs, lintels, bands, plain window sills, staircases and spirl stair cases above plinth level up to floor five level,excluding the cost of centering,shuttering ,finishing and reinforcement,with 1.:1.5:3 (1 ce

ment :1.5 corase sand (zone-III):3graded stone aggregate 20 mm nominal size)

Centring and shuttering including strutting, propping etc. and removal of form for columns, pillars, piers, abutments, posts and struts

Centring and shuttering including strutting, propping etc. and removal of form for lintel, beams, plinth beams, griders, bressumers and contilevers.

Intake Well With Pump House 10.0 M dia.

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and construction of R.C.C Intake well with Pump house all complete job. (Please refer to Section 5,Sl. 2.1 of SBD)

Providing and laying in situ Cement concrete of trap/ granite /quartzite /gnesiss metal for RCC work as per details drawing and design or as directed by engineer-in -charge including normal normal dewatering Plywood Formwork , bully steel prop-ups , compaction, finishing the formed surfaces with CM (1:3) of sufficient min. thickness to give a smooth and even surface wherever necessary or roughing if a special finish is to be provided and curing etc.cmplete (by weight batching and mix design for M-25 and M-25 only) (Exculding M.S or Tor reinforcement.) Beam at floor level & Slab Level

Providing RCC M 250 with nominal mix of (1:1:5:3) in band at lintel level with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position ,vibrating,striking,curing(but excluding the cost of reinforcement,taxes,and royality all complete as per building specification and direction of E/I) Columns

Providing RCC M 200 with nominal mix of (1:1:5:3) in band at lintel level with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position ,vibrating,striking,curing(but excluding the cost of reinforcement,taxes,and royality all complete as per building specification and direction of E/I) Roof Floor Slab

Providing 12 mm thick cement plaster (1:6) do

Construction of B.W. masonary valve chamber of size 1.20 X 1.5 X 1.5 mt. as per enclosed annexure.

Inside/outside wall

Providing and fixing fan hook of 16 mm dia M.S bar 1 meter long bent to reqired size and shape placed in position and fixing in R.C.C slab/beam at the time of casting all complete as per building specification of E/I where material is not supplied by cheet

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, levelling, ramming the foundation trenches. Removing roots of trees, shrubs all complete as per specification of E/I

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

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

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

Providing Tor steel reinforcement of 10 mm,12mm and 16mm dia bars as per approved desgine dwg. Excluding carrige of M.S. bars to work site,cutting,bending ,and binding with annealed wire with cost of wire,removal of rust,placing the rods in poisition all complete as per building specification and direction of E/I 1.00% of RCC work Total RCC =5.15x1.00%+7.85

Centring and shuttering including strutting, propping etc. and removal of form for lintel, beams, plinth beams, griders, bressumers and contilevers.

Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed fully completed and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M same Qty. as item no. (1)

COST OF GATE

Intake Well With Pump House 10.0 M dia.

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and construction of R.C.C Intake well with Pump house all complete job. (Please refer to Section 5,Sl. 2.1 of SBD)

Providing and laying in situ Cement concrete of trap/ granite /quartzite /gnesiss metal for RCC work as per details drawing and design or as directed by engineer-in -charge including normal normal dewatering Plywood Formwork , bully steel prop-ups , compaction, finishing the formed surfaces with CM (1:3) of sufficient min. thickness to give a smooth and even surface wherever necessary or roughing if a special finish is to be provided and curing etc.cmplete (by weight batching and mix design for M-25 and M-25 only) (Exculding M.S or Tor reinforcement.) Beam at floor level & Slab Level

Providing RCC M 250 with nominal mix of (1:1:5:3) in band at lintel level with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position ,vibrating,striking,curing(but excluding the cost of reinforcement,taxes,and royality all complete as per building specification and direction of E/I) Columns

Providing RCC M 200 with nominal mix of (1:1:5:3) in band at lintel level with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position ,vibrating,striking,curing(but excluding the cost of reinforcement,taxes,and royality all complete as per building specification and direction of E/I) Roof Floor Slab

3.0 Lakh Litre capacity with 24 Meter staging

Granular Sub- Base with coarse graded material (Table 400-2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared sruface, mixing by mix in place method with rotavatory at OMC, and compactiing with vibratory roller to achieve the desire density, complete as per clause 401)

Water bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes / Smooth 3 wheeled steel roller in stages to proper grade and camber, applying and brooming requisite type of screening / Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density).

Prime Coat (Providing and applying Primer Coat with bitumen emulsion on prepared surface of Granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means)

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

Providiing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Open - Graded Premix Surfacing (Providing, laying and rolling of open graded premix surfacing of 20mm thickness composed of 13.2 mm to 5.6mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.) (Case - I : Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour)

Seal Coat - Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/hours using crushed stone chipping 6.7mm size and penetration bitumen of suitable grade.

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 50m including all lifts , levelling ,ramming the foundation trenches , removing roots of trees,shrubs all completeas per approved desigen , building specifications and direction of E/I.

Providing coarse clean sand filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm thick with all leads and lifts including costb of all materials labours , and direction of E/I.(mode of measurement compacted volume)

Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chpips 20mm to 6mm size graded and clean coarse sand of F.M2.5 to 3 including screening shuttering , mixing,cement concrete in mixer and placingin position , vibrating ,striking ,curing ,taxes and royalty all complete as per specification and diection of E/I.

Earthwork in back filling the trenches after laying of diffarent types and sizes of pipes with earth removed during excavation with in initial leasds and lifts as per specification and direction of E/I.

Procviding 12mm thick cement plaster (1:3) with clean coarse sand of F.M 1.5 with 1.5mm thick cement punning

over it incliding screening , curing ,with all leasds and lifts of water, taxes and royalty all complete as per Specification and Direction of E/I.

Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chpips 20mm to 6mm size graded and clean coarse sand of F.M2.5 to 3 including screening shuttering , mixing,cement concrete in mixer and placingin position , vibrating ,striking ,curing ,taxes and royalty all complete as per specification and diection of E/I.

Providing and supplying Blue MDPE pipe confirming to ISO 4427:1996 manufactured from virgin resin PE 80 food grade compounded raw materials having blue colour only assurance certificate from quality agencies like WRC/CIPET(India) / DVGM /KIWA/SPGN etc for uasge in drinking water with quality system . The cost shall include testing of all materials all taxes central , state, Municipal, Inspection charges transportation up to site , transit insurance, loading, unloading ,stacking etc complete as per building specification and directed.PN16(SDR-9) with ED

Providing and supplying GI (Tata and euivalent make ) pipe for uasge in drinking water with quality system . The cost shall include testing of all materials all taxes central , state, Municipal, Inspection charges transportation up to site , transit insurance, loading, unloading ,stacking etc complete as per building specification and directed.

Lowering laying jointing HDPE/MDPE pipes in proper position including all specials by compression fitting / Electrofusion and buttFusion jointing procedure including hydraulic testing as per relevent IS code complete with all materials for jointing procedures like Electrofusion machine, Electric mirror / Heater / butt fussion 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.

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 threadings ends if required etc all complete as per specification and direction of E / I.

Clear Water Rising main.

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.

3 mm dia ferrule weight not less than 425 gm

Providing and fixing of G.M full way 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 all complete as per specification and direction of E / I.

15 dia and weight not less than 400 gm

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

d) For Intake well 10 m dia

Providing and supplying ISI standard D.I. specials and fitting with rubber gasket of S.B.R. complete with cast iron follower gland and M.S. nut & bolts coated from rusting and suitable for D.I. pipes , loading, unloading including all taxes, etc. complete as per I.S. 9523 class-K 12 for dia 100 mm to 250mm

Railway Crossing

Road Crossing

Coffer Dam

House Connection for 1441 nos Consumer.

NAITAND RWSS

Raw Water Rising main.

For Bracing

2.2 Lakh Litre capacity with 16 Meter staging

House Connection for 1552 nos Consumer.

TETROUN RWSS

3.2 Lakh Litre capacity with 20 Meter staging

House Connection for 1800 nos Consumer.

BAGRIDIH-BGRO RWSS

5.4 Lakh Litre capacity with 24 Meter staging

House Connection for 3216 nos Consumer.

BACHCHEDIH, KHARKHAR RWSS

4.5 Lakh Litre capacity with 24 Meter staging

6.5 Lakh Litre capacity with 24 Meter staging

Supplying centrifugally cast (spun) Ductile iron pressure pipes for water supply with socket and Spigot ends conforming to IS 8329/2000 in standard working lengths of class K-9 suitable for push-on-joint (Rubber gasket D jointing ) with cement morter lining inside surface and outside zinc coating with bituminous paint including all other taxes, insurance carriage to work site with loading unloading etc. stacking including inspection charges and all taxes all completewith one no. rubber insertion along with each pipe(including carriage 300 Km)

DI K-9,Dia 100 mm

DI K-9,Dia 150 mm

DI K-9,Dia 200 mm

DI K-9,Dia 250 mm

DI K-9,Dia 300 mm

DI K-9,Dia 350 mm

DI K-9,Dia 450 mm

350 mm dia

400 mm dia

Carriage of material from divisional store are kiln side or quality side to work including contractor profit loading ,unloading transportation are complete .

100 mm Dia

450 mm dia

150-300 mm dia DI K-9

Providing and supplying lSI standard D.I.specials & 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 0.1. pipes including cost of all labours and materials and transportation to stores 1 site, loading, unloading including all taxes,etc . complete as per I.S. 9523

For 100 - 300 mm Dia

For 350 mm Dia

Providing Double Flanged Sluice valve confirming to IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc. complete. (without by pass arrangement PN 1.6)

Sluice Valve-Dia100 mm

Sluice Valve-Dia150 mm

Sluice Valve-Dia 200 mm

Sluice Valve-Dia 250 mm

Sluice Valve-Dia 300 mm

Sluice Valve-Dia 350 mm

House Connection for 1552 nos Consumer.

TETROUN RWSS

3.2 Lakh Litre capacity with 20 Meter staging

House Connection for 1800 nos Consumer.

BAGRIDIH-BGRO RWSS

5.4 Lakh Litre capacity with 24 Meter staging

House Connection for 3216 nos Consumer.

Sluice Valve-Dia 450 mm

Providing and supplying Kinetic Double Orifice type Air Valves confirming to IS 14845 as per MJP’s standard specifications combined with screw down isolating valve, 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 insurance, third party inspection charges, loading, unloading, transportation upto departmental stores, excluding GST levied by GOI & GOM in all respect etc. complete.

(Single Ball Flanged Type Air Valve P.N 1.6 Dia-32 mm)

(Single Ball Flanged Type Air Valve P.N 1.6 Dia-40 mm)

(Single Ball Flanged Type Air Valve P.N 1.6 Dia-50 mm)

Proving and supply Air valves as per IS -14845-2000 and MJP standed specification of double orfice HPE combined with isolating suilce valve,mounting in horizintal position and opened by wheel by rolling diamodess including all tapes loading unloading upto pepartment store /site etc air valve double ball flaged type pn-1.6

Earth work 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,80mm dia

Supplying labours, tools , tackles, lubricant etc for laying and jointing C.I.S/S Tyton pipes (class LA/DI) trenches without 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 ( Pipe to be supplied departmentally free of cost and laying of pipes is to be done as per (I.S.S.3114-1985) as per design, specification and direction of E/I.

90% of the total quantity

Earthwork in excavation of foundation trenches as per design section in ordinary or soft rock (vide classification of soil item-C) and disposal of excavated materials so obtained (10m away from the edge of the trenches) with initial lead of 150m and initial lift of 1.5m as per specification and direction of E/I (in ordinary or soft rock where blasting is not required)

Supplyng labour and tools ,tackles ,lubrication for laying and joining C I S /S tyton pipes (class L A /DI ) trenches witout supplying rubber gasket and making gasket joint s including providing night guard barrier and red light to safe guard against accindent all complete and laying of pipes is to be done as per (I.S.S 3114-1985) as per design specification and direction and direction of E/I .

Lowering, laying and fixing in proper alignment and position all types of CI air valves as directed by Engineer –in–charge including cost of conveyance from store to site of work, cost of all material

350 mm dia

100 mm Dia

Carriage of material from divisional store are kiln side or quality side to work including contractor profit loading ,unloading transportation are complete .

450 mm dia

32 mm Air Single ball PN-1.6

40 mm dia

50 mm dia

80 mm( Air Valve Double -PN.1.6)

Supplyng labour and tools for fixing sluice valve in trenches with a pair of C.I Tail pieces incluidng making lead caulked joints and flenged joints as per I.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 volts confirming to I.S.S 1364-1983) including drillig holes in flanges if required as per specification and direction of E/I.

Sluice Valve & NR Valve PN 1.6-100 mm Dia

Sluice Valve & NR Valve PN 1.6-150 mm Dia

Sluice Valve & NR Valve PN 1.6-200 mm Dia

Sluice Valve & NR Valve PN 1.6-200 mm Dia

Sluice Valve & NR Valve PN 1.6-250 mm Dia

50 mm dia

80 mm( Air Valve Double -PN.1.6)

Supplyng labour and tools for fixing sluice valve in trenches with a pair of C.I Tail pieces incluidng making lead caulked joints and flenged joints as per I.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 volts confirming to I.S.S 1364-1983) including drillig holes in flanges if required as per specification and direction of E/I.

Sluice Valve & NR Valve PN 1.6-100 mm Dia

Sluice Valve & NR Valve PN 1.6-150 mm Dia

Sluice Valve & NR Valve PN 1.6-200 mm Dia

Sluice Valve & NR Valve PN 1.6-300 mm Dia

Sluice Valve & NR Valve PN 1.6-350 mm Dia

Sluice Valve & NR Valve PN 1.6-450 mm Dia (S.V + N.R Valve )

Earth work in backfilling the trenches after lying of different types and sizes of pipes with earth removed during excavated within initial lead and lifts as per specification and direction of Engineer in charge.

Supplying labour tools and tackles for testing of Laid CI or UPVC or HDPE or AC or DI pressure pipe up to 60 mm meter head of water all complete as per specification and direction of engeneer- in- charge. Water to supplied free of cost departmentally.

DI K-9,Dia 100mm

DI K-9,Dia 150mm

DI K-9,Dia 200mm

DI K-9,Dia 250mm

DI K-9,Dia 300mm

Crane: Providing, erecting triple spur gear type Chain Pulley Block suitable for 3 Tonne capacity 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 carrying ISI mark.

Safety Items: Supplying, Installation and erecting of Fire extinguisher, Lightening Arrestor, emergency light, First aid box, insulation gloves & shoes, tools & tackles, rubber matting, instruction manual, etc. as per requirement and Indian standards at Pump house.

Earthwork in excavtion ( as per IS 3114/1965) for laying of different types and size 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 -v\charge ( for classification of soil item-B

Earthwork in excavation of foundation trenches as per design section in ordinary soft rock( vide classification of soil item-c) and disposal of excavated materials so obtained ( 10 M away from the edge of the trenches) and initial lift of 1.5 m as per specification and direction of E/I in ordinary or soft rock( where blasting is not required) in soil item-C in soft rock.

Earthwork in excavation of foundation trenches as per designed section in all kinds of soil, including moorum soil, soil muxed with kanker, pebbles and boulders up to 300 mm size and disposal of the same (beyond 50 M away from the toe of the dam base in the country side) with in initial lead of 1.5 M all lifts as per specification and direction of E/I

Thrust block pipe dia :600mm

Construction of B.W. masonary valve chamber of size 2.0 X 2.0 X 1.5 mt. as per enclosed annexure.

DISTRIBUTION MAIN

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labour, materials, equipment to procure and laying of DI class K-7 pipes with Cement Mortar Lining for distribution main (Please refer to Section 5,Sl. 3.0 of SBD)

Earthwork in excavtion ( as per IS 3114/1965) for laying of different types and size 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 -v\charge ( b0 for classification of soil item-B

100 mm dia

200 mm dia

For 700 mm dia pipe

500 mm dia

Construction of B.W. masonary valve chamber of size 2.0 X 2.0 X 1.5 mt. as per enclosed annexure.

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labour, materials, equipment to procure and laying of DI class K-7 pipes with Cement Mortar Lining for distribution main (Please refer to Section 5,Sl. 3.0 of SBD)

Earthwork in excavtion ( as per IS 3114/1965) for laying of different types and size 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 -v\charge ( b0 for classification of soil item-B

100 mm dia

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labour, materials, equipment to procure and laying of DI class K-7 pipes with Cement Mortar Lining for distribution main (Please refer to Section 5,Sl. 3.0 of SBD)

Earthwork in excavtion ( as per IS 3114/1965) for laying of different types and size 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 -v\charge ( b0 for classification of soil item-B

100 mm dia

Construction of B.W. masonary valve chamber of size 2.0 X 2.0 X 1.5 mt. as per enclosed annexure.

700mm dia

Thrust block pipe dia :700mm

Construction of B.W. masonary valve chamber of size 2.0 X 2.0 X 1.5 mt. as per enclosed annexure.

DI K-9,Dia 350mm

150 mm Dia

Labour charge for one cutting of cast iron pipe and specials including necessary tools and plants , chipping of filling surface finish as per specification and direction of E/I

DI K-9,Dia 450mm

Thrust block pipe dia :700mm

Construction of B.W. masonary valve chamber of size 2.0 X 2.0 X 1.5 mt. as per enclosed annexure.

Construction of B.W. masonary valve chamber of size 1.20 X 0.9 X 1.5 mt. as per enclosed annexure.

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

Providing double flanged sluice valve confirming for IS 2906/14846 including worn gear arrangements as per test pressure stainless steel, spindle, caps including all transportation etc. complete without bypass arrangement PN 1

Lebour cherge for one cutting of cast on HDPE pipe & specials including supplying necessary tools and plants as per specification and driection of E/I HDPE pipe

Supplying lebours and tools for laying and jointing HDPE pipe in trenches and making built welded joint supplying heeting mirror jack etc and providing night guard barrier and red light to safe guard against aecident etc all complete.

150 mm dia

100 mm dia scour valve

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labour, materials, equipment to procure and laying of DI class K-7 pipes with Cement Mortar Lining for distribution main (Please refer to Section 5,Sl. 3.0 of SBD)

Earthwork in excavtion ( as per IS 3114/1965) for laying of different types and size 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 -v\charge ( b0 for classification of soil item-B

100 mm dia

scour valve100 mm dia

Construction of B.W. masonary valve chamber of size (1.20X0.90X1.50)m size

Supplying, fitting and fixing G.I. box with modular plate and cover in front of surface or in recess including providing and fixing 3 pin 5/6 amp modular type switch, connection, painting etc as required.

Construction of B.W. masonary valve chamber of size 1.20 X 1.5 X 1.5 mt. as per enclosed annexure.

Providing R.C.C M-150 with nominal mix of (1:2:4) in lintel level with approved quality of stone chips 20 mm to 6mm size graded & clean coarse sand of F.M 2.5 to including screening , centring, shuttering and mixing cement concrete in mixer & placing in position vibrating striking curing (but excluding the cost of reinforcement ) taxes & royalty all complete as per building specification of (E/I.

Providing and fixing fan hook of 16 mm dia M.S bar 1 meter long bent to reqired size and shape placed in position and fixing in R.C.C slab/beam at the time of casting all complete as per building specification of E/I where material is not supplied by cheet

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, levelling, ramming the foundation trenches. Removing roots of trees, shrubs 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 materials, labour, royalty and taxes all complete as per building specification and direction of E/I.

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

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

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

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

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

Add 1% Labour Cess

Providing RCC M-200 with nominal mix of (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 F.M 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I. Top of Wall

Centring and shuttering including strutting, propping etc. and removal of form for foundation, footings, bases of columns etc. for mass concrete.

Reinforced cement conc work in beams,suspended floors,roofs having slope up to 15* landings, balconies, shelves, chajjs, lintels, bands, plain window sills, staircases and spirl stair cases above plinth level up to floor five level,excluding the cost of centering,shuttering ,finishing and reinforcement,with 1.:1.5:3 (1 ce

ment :1.5 corase sand (zone-III):3graded stone aggregate 20 mm nominal size)

Centring and shuttering including strutting, propping etc. and removal of form for columns, pillars, piers, abutments, posts and struts

Centring and shuttering including strutting, propping etc. and removal of form for lintel, beams, plinth beams, griders, bressumers and contilevers.

Intake Well With Pump House 10.0 M dia.

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and construction of R.C.C Intake well with Pump house all complete job. (Please refer to Section 5,Sl. 2.1 of SBD)

Providing and laying in situ Cement concrete of trap/ granite /quartzite /gnesiss metal for RCC work as per details drawing and design or as directed by engineer-in -charge including normal normal dewatering Plywood Formwork , bully steel prop-ups , compaction, finishing the formed surfaces with CM (1:3) of sufficient min. thickness to give a smooth and even surface wherever necessary or roughing if a special finish is to be provided and curing etc.cmplete (by weight batching and mix design for M-25 and M-25 only) (Exculding M.S or Tor reinforcement.) Beam at floor level & Slab Level

Providing RCC M 250 with nominal mix of (1:1:5:3) in band at lintel level with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position ,vibrating,striking,curing(but excluding the cost of reinforcement,taxes,and royality all complete as per building specification and direction of E/I) Columns

Providing RCC M 200 with nominal mix of (1:1:5:3) in band at lintel level with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position ,vibrating,striking,curing(but excluding the cost of reinforcement,taxes,and royality all complete as per building specification and direction of E/I) Roof Floor Slab

Providing 12 mm thick cement plaster (1:6) do

Construction of B.W. masonary valve chamber of size 1.20 X 1.5 X 1.5 mt. as per enclosed annexure.

Inside/outside wall

Providing and fixing fan hook of 16 mm dia M.S bar 1 meter long bent to reqired size and shape placed in position and fixing in R.C.C slab/beam at the time of casting all complete as per building specification of E/I where material is not supplied by cheet

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, levelling, ramming the foundation trenches. Removing roots of trees, shrubs all complete as per specification of E/I

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

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

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

Providing Tor steel reinforcement of 10 mm,12mm and 16mm dia bars as per approved desgine dwg. Excluding carrige of M.S. bars to work site,cutting,bending ,and binding with annealed wire with cost of wire,removal of rust,placing the rods in poisition all complete as per building specification and direction of E/I 1.00% of RCC work Total RCC =5.15x1.00%+7.85

Centring and shuttering including strutting, propping etc. and removal of form for lintel, beams, plinth beams, griders, bressumers and contilevers.

Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed fully completed and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M same Qty. as item no. (1)

COST OF GATE

Intake Well With Pump House 10.0 M dia.

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and construction of R.C.C Intake well with Pump house all complete job. (Please refer to Section 5,Sl. 2.1 of SBD)

Providing and laying in situ Cement concrete of trap/ granite /quartzite /gnesiss metal for RCC work as per details drawing and design or as directed by engineer-in -charge including normal normal dewatering Plywood Formwork , bully steel prop-ups , compaction, finishing the formed surfaces with CM (1:3) of sufficient min. thickness to give a smooth and even surface wherever necessary or roughing if a special finish is to be provided and curing etc.cmplete (by weight batching and mix design for M-25 and M-25 only) (Exculding M.S or Tor reinforcement.) Beam at floor level & Slab Level

Providing RCC M 250 with nominal mix of (1:1:5:3) in band at lintel level with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position ,vibrating,striking,curing(but excluding the cost of reinforcement,taxes,and royality all complete as per building specification and direction of E/I) Columns

Providing RCC M 200 with nominal mix of (1:1:5:3) in band at lintel level with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position ,vibrating,striking,curing(but excluding the cost of reinforcement,taxes,and royality all complete as per building specification and direction of E/I) Roof Floor Slab

Construction of B.W. masonary valve chamber of size (1.50X1.20X1.80) m size

Granular Sub- Base with coarse graded material (Table 400-2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared sruface, mixing by mix in place method with rotavatory at OMC, and compactiing with vibratory roller to achieve the desire density, complete as per clause 401)

Water bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes / Smooth 3 wheeled steel roller in stages to proper grade and camber, applying and brooming requisite type of screening / Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density).

Prime Coat (Providing and applying Primer Coat with bitumen emulsion on prepared surface of Granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means)

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

Providiing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Open - Graded Premix Surfacing (Providing, laying and rolling of open graded premix surfacing of 20mm thickness composed of 13.2 mm to 5.6mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.) (Case - I : Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour)

Seal Coat - Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/hours using crushed stone chipping 6.7mm size and penetration bitumen of suitable grade.

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 50m including all lifts , levelling ,ramming the foundation trenches , removing roots of trees,shrubs all completeas per approved desigen , building specifications and direction of E/I.

Providing coarse clean sand filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm thick with all leads and lifts including costb of all materials labours , and direction of E/I.(mode of measurement compacted volume)

Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chpips 20mm to 6mm size graded and clean coarse sand of F.M2.5 to 3 including screening shuttering , mixing,cement concrete in mixer and placingin position , vibrating ,striking ,curing ,taxes and royalty all complete as per specification and diection of E/I.

Earthwork in back filling the trenches after laying of diffarent types and sizes of pipes with earth removed during excavation with in initial leasds and lifts as per specification and direction of E/I.

Procviding 12mm thick cement plaster (1:3) with clean coarse sand of F.M 1.5 with 1.5mm thick cement punning

over it incliding screening , curing ,with all leasds and lifts of water, taxes and royalty all complete as per Specification and Direction of E/I.

Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chpips 20mm to 6mm size graded and clean coarse sand of F.M2.5 to 3 including screening shuttering , mixing,cement concrete in mixer and placingin position , vibrating ,striking ,curing ,taxes and royalty all complete as per specification and diection of E/I.

Providing and supplying Blue MDPE pipe confirming to ISO 4427:1996 manufactured from virgin resin PE 80 food grade compounded raw materials having blue colour only assurance certificate from quality agencies like WRC/CIPET(India) / DVGM /KIWA/SPGN etc for uasge in drinking water with quality system . The cost shall include testing of all materials all taxes central , state, Municipal, Inspection charges transportation up to site , transit insurance, loading, unloading ,stacking etc complete as per building specification and directed.PN16(SDR-9) with ED

Providing and supplying GI (Tata and euivalent make ) pipe for uasge in drinking water with quality system . The cost shall include testing of all materials all taxes central , state, Municipal, Inspection charges transportation up to site , transit insurance, loading, unloading ,stacking etc complete as per building specification and directed.

Lowering laying jointing HDPE/MDPE pipes in proper position including all specials by compression fitting / Electrofusion and buttFusion jointing procedure including hydraulic testing as per relevent IS code complete with all materials for jointing procedures like Electrofusion machine, Electric mirror / Heater / butt fussion 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.

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 threadings ends if required etc all complete as per specification and direction of E / I.

Clear Water Rising main.

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.

3 mm dia ferrule weight not less than 425 gm

Providing and fixing of G.M full way 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 all complete as per specification and direction of E / I.

15 dia and weight not less than 400 gm

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

d) For Intake well 10 m dia

Supply all materials & Construction of Thrust Block where required(150 mm dia)

Railway Crossing

Road Crossing

Coffer Dam

Supply all materials & Construction of Thrust Block where required(200 mm dia)

Supply all materials & Construction of Thrust Block where required(100 mm dia)

Supply all materials & Construction of Thrust Block where required(250 mm dia)

Crane: Providing, erecting triple spur gear type Chain Pulley Block suitable for 3 Tonne capacity 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 carrying ISI mark.

Safety Items: Supplying, Installation and erecting of Fire extinguisher, Lightening Arrestor, emergency light, First aid box, insulation gloves & shoes, tools & tackles, rubber matting, instruction manual, etc. as per requirement and Indian standards at Pump house.

Earthwork in excavtion ( as per IS 3114/1965) for laying of different types and size 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 -v\charge ( for classification of soil item-B

Earthwork in excavation of foundation trenches as per design section in ordinary soft rock( vide classification of soil item-c) and disposal of excavated materials so obtained ( 10 M away from the edge of the trenches) and initial lift of 1.5 m as per specification and direction of E/I in ordinary or soft rock( where blasting is not required) in soil item-C in soft rock.

Earthwork in excavation of foundation trenches as per designed section in all kinds of soil, including moorum soil, soil muxed with kanker, pebbles and boulders up to 300 mm size and disposal of the same (beyond 50 M away from the toe of the dam base in the country side) with in initial lead of 1.5 M all lifts as per specification and direction of E/I

Thrust block pipe dia :600mm

Construction of B.W. masonary valve chamber of size 2.0 X 2.0 X 1.5 mt. as per enclosed annexure.

Supplying centrifugally cast(spun) ductile iron pressure pipe for water supply with socket and spigot ends confirming to IS8329/2000 in standard lengths of class K-7 suitable for push on joint ( rubber gasket jointing) with cement mortar lining on inside surface and outside zinc coating with bituminous paint including all other taxes insurance carriage to work site with loading unloading etc. including inspection charges and all complete for Jharkhand

DISTRIBUTION MAIN

Providing and supplying in standard lengths High Density Polyethylene Pipe (HDPE Pipe) 25mm to 500 mm dia confirming to IS 4984-4984/14151/12786/13488 (Latest Revision with necessary jointing materials like mechanical .connector HDPE pipe grade PE-100 PN-10

200 mm dia

Supply all materials & Construction of Thrust Block where required(300 mm dia)

Supply all materials & Construction of Thrust Block where required(350 mm dia)

For 700 mm dia pipe

500 mm dia

Construction of B.W. masonary valve chamber of size 2.0 X 2.0 X 1.5 mt. as per enclosed annexure.

Supplying centrifugally cast(spun) ductile iron pressure pipe for water supply with socket and spigot ends confirming to IS8329/2000 in standard lengths of class K-7 suitable for push on joint ( rubber gasket jointing) with cement mortar lining on inside surface and outside zinc coating with bituminous paint including all other taxes insurance carriage to work site with loading unloading etc. including inspection charges and all complete for Jharkhand

Providing and supplying in standard lengths High Density Polyethylene Pipe (HDPE Pipe) 25mm to 500 mm dia confirming to IS 4984-4984/14151/12786/13488 (Latest Revision with necessary jointing materials like mechanical .connector HDPE pipe grade PE-100 PN-10

Providing and supplying in standard lengths High Density Polyethylene Pipe (HDPE Pipe) 25mm to 500 mm dia confirming to IS 4984-4984/14151/12786/13488 (Latest Revision with necessary jointing materials like mechanical .connector HDPE pipe grade PE-100 PN-10

Construction of B.W. masonary valve chamber of size 2.0 X 2.0 X 1.5 mt. as per enclosed annexure.

Supplying centrifugally cast(spun) ductile iron pressure pipe for water supply with socket and spigot ends confirming to IS8329/2000 in standard lengths of class K-7 suitable for push on joint ( rubber gasket jointing) with cement mortar lining on inside surface and outside zinc coating with bituminous paint including all other taxes insurance carriage to work site with loading unloading etc. including inspection charges and all complete for Jharkhand

700mm dia

Thrust block pipe dia :700mm

Construction of B.W. masonary valve chamber of size 2.0 X 2.0 X 1.5 mt. as per enclosed annexure.

Supplying centrifugally cast(spun) ductile iron pressure pipe for water supply with socket and spigot ends confirming to IS8329/2000 in standard lengths of class K-7 suitable for push on joint ( rubber gasket jointing) with cement mortar lining on inside surface and outside zinc coating with bituminous paint including all other taxes insurance carriage to work site with loading unloading etc. including inspection charges and all complete for Jharkhand

Thrust block pipe dia :700mm

Thrust block pipe dia :700mm

Construction of B.W. masonary valve chamber of size 2.0 X 2.0 X 1.5 mt. as per enclosed annexure.

Supplying centrifugally cast(spun) ductile iron pressure pipe for water supply with socket and spigot ends confirming to IS8329/2000 in standard lengths of class K-7 suitable for push on joint ( rubber gasket jointing) with cement mortar lining on inside surface and outside zinc coating with bituminous paint including all other taxes insurance carriage to work site with loading unloading etc. including inspection charges and all complete for Jharkhand

Providing double flanged sluice valve confirming for IS 2906/14846 including worn gear arrangements as per test pressure stainless steel, spindle, caps including all transportation etc. complete without bypass arrangement PN 1

Lebour cherge for one cutting of cast on HDPE pipe & specials including supplying necessary tools and plants as per specification and driection of E/I HDPE pipe

Supplying lebours and tools for laying and jointing HDPE pipe in trenches and making built welded joint supplying heeting mirror jack etc and providing night guard barrier and red light to safe guard against aecident etc all complete.

150 mm dia

100 mm dia scour valve

100 mm dia + scour valve

Lebour cherge for one cutting of cast on HDPE pipe & specials including supplying necessary tools and plants as per specification and driection of E/I HDPE pipe

scour valve100 mm dia

Supply all materials & Construction of Thrust Block where required(450 mm dia)

scour valve

Supplying, fitting and fixing G.I. box with modular plate and cover in front of surface or in recess including providing and fixing 3 pin 5/6 amp modular type switch, connection, painting etc as required.

Construction of B.W. masonary valve chamber of size 1.20 X 1.5 X 1.5 mt. as per enclosed annexure.

Providing R.C.C M-150 with nominal mix of (1:2:4) in lintel level with approved quality of stone chips 20 mm to 6mm size graded & clean coarse sand of F.M 2.5 to including screening , centring, shuttering and mixing cement concrete in mixer & placing in position vibrating striking curing (but excluding the cost of reinforcement ) taxes & royalty all complete as per building specification of (E/I.

Providing and fixing fan hook of 16 mm dia M.S bar 1 meter long bent to reqired size and shape placed in position and fixing in R.C.C slab/beam at the time of casting all complete as per building specification of E/I where material is not supplied by cheet

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, levelling, ramming the foundation trenches. Removing roots of trees, shrubs 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 materials, labour, royalty and taxes all complete as per building specification and direction of E/I.

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

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

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

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

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

Add 1% Labour Cess

Providing RCC M-200 with nominal mix of (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 F.M 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I. Top of Wall

Centring and shuttering including strutting, propping etc. and removal of form for foundation, footings, bases of columns etc. for mass concrete.

Reinforced cement conc work in beams,suspended floors,roofs having slope up to 15* landings, balconies, shelves, chajjs, lintels, bands, plain window sills, staircases and spirl stair cases above plinth level up to floor five level,excluding the cost of centering,shuttering ,finishing and reinforcement,with 1.:1.5:3 (1 ce

ment :1.5 corase sand (zone-III):3graded stone aggregate 20 mm nominal size)

Centring and shuttering including strutting, propping etc. and removal of form for columns, pillars, piers, abutments, posts and struts

Centring and shuttering including strutting, propping etc. and removal of form for lintel, beams, plinth beams, griders, bressumers and contilevers.

Intake Well With Pump House 10.0 M dia.

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and construction of R.C.C Intake well with Pump house all complete job. (Please refer to Section 5,Sl. 2.1 of SBD)

Providing and laying in situ Cement concrete of trap/ granite /quartzite /gnesiss metal for RCC work as per details drawing and design or as directed by engineer-in -charge including normal normal dewatering Plywood Formwork , bully steel prop-ups , compaction, finishing the formed surfaces with CM (1:3) of sufficient min. thickness to give a smooth and even surface wherever necessary or roughing if a special finish is to be provided and curing etc.cmplete (by weight batching and mix design for M-25 and M-25 only) (Exculding M.S or Tor reinforcement.) Beam at floor level & Slab Level

Providing RCC M 250 with nominal mix of (1:1:5:3) in band at lintel level with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position ,vibrating,striking,curing(but excluding the cost of reinforcement,taxes,and royality all complete as per building specification and direction of E/I) Columns

Providing RCC M 200 with nominal mix of (1:1:5:3) in band at lintel level with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position ,vibrating,striking,curing(but excluding the cost of reinforcement,taxes,and royality all complete as per building specification and direction of E/I) Roof Floor Slab

150mm dia

Construction of B.W. masonary valve chamber of size 1.20 X 1.5 X 1.5 mt. as per enclosed annexure.

Inside/outside wall

Providing and fixing fan hook of 16 mm dia M.S bar 1 meter long bent to reqired size and shape placed in position and fixing in R.C.C slab/beam at the time of casting all complete as per building specification of E/I where material is not supplied by cheet

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, levelling, ramming the foundation trenches. Removing roots of trees, shrubs all complete as per specification of E/I

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

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

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

Providing Tor steel reinforcement of 10 mm,12mm and 16mm dia bars as per approved desgine dwg. Excluding carrige of M.S. bars to work site,cutting,bending ,and binding with annealed wire with cost of wire,removal of rust,placing the rods in poisition all complete as per building specification and direction of E/I 1.00% of RCC work Total RCC =5.15x1.00%+7.85

Centring and shuttering including strutting, propping etc. and removal of form for lintel, beams, plinth beams, griders, bressumers and contilevers.

Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed fully completed and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M same Qty. as item no. (1)

COST OF GATE

Intake Well With Pump House 10.0 M dia.

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and construction of R.C.C Intake well with Pump house all complete job. (Please refer to Section 5,Sl. 2.1 of SBD)

Providing and laying in situ Cement concrete of trap/ granite /quartzite /gnesiss metal for RCC work as per details drawing and design or as directed by engineer-in -charge including normal normal dewatering Plywood Formwork , bully steel prop-ups , compaction, finishing the formed surfaces with CM (1:3) of sufficient min. thickness to give a smooth and even surface wherever necessary or roughing if a special finish is to be provided and curing etc.cmplete (by weight batching and mix design for M-25 and M-25 only) (Exculding M.S or Tor reinforcement.) Beam at floor level & Slab Level

Providing RCC M 250 with nominal mix of (1:1:5:3) in band at lintel level with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position ,vibrating,striking,curing(but excluding the cost of reinforcement,taxes,and royality all complete as per building specification and direction of E/I) Columns

Providing RCC M 200 with nominal mix of (1:1:5:3) in band at lintel level with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position ,vibrating,striking,curing(but excluding the cost of reinforcement,taxes,and royality all complete as per building specification and direction of E/I) Roof Floor Slab

200mm dia

Granular Sub- Base with coarse graded material (Table 400-2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared sruface, mixing by mix in place method with rotavatory at OMC, and compactiing with vibratory roller to achieve the desire density, complete as per clause 401)

Water bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes / Smooth 3 wheeled steel roller in stages to proper grade and camber, applying and brooming requisite type of screening / Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density).

Prime Coat (Providing and applying Primer Coat with bitumen emulsion on prepared surface of Granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means)

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

Providiing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Open - Graded Premix Surfacing (Providing, laying and rolling of open graded premix surfacing of 20mm thickness composed of 13.2 mm to 5.6mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.) (Case - I : Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour)

Seal Coat - Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/hours using crushed stone chipping 6.7mm size and penetration bitumen of suitable grade.

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 50m including all lifts , levelling ,ramming the foundation trenches , removing roots of trees,shrubs all completeas per approved desigen , building specifications and direction of E/I.

Providing coarse clean sand filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm thick with all leads and lifts including costb of all materials labours , and direction of E/I.(mode of measurement compacted volume)

Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chpips 20mm to 6mm size graded and clean coarse sand of F.M2.5 to 3 including screening shuttering , mixing,cement concrete in mixer and placingin position , vibrating ,striking ,curing ,taxes and royalty all complete as per specification and diection of E/I.

Earthwork in back filling the trenches after laying of diffarent types and sizes of pipes with earth removed during excavation with in initial leasds and lifts as per specification and direction of E/I.

Procviding 12mm thick cement plaster (1:3) with clean coarse sand of F.M 1.5 with 1.5mm thick cement punning

over it incliding screening , curing ,with all leasds and lifts of water, taxes and royalty all complete as per Specification and Direction of E/I.

Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chpips 20mm to 6mm size graded and clean coarse sand of F.M2.5 to 3 including screening shuttering , mixing,cement concrete in mixer and placingin position , vibrating ,striking ,curing ,taxes and royalty all complete as per specification and diection of E/I.

Providing and supplying Blue MDPE pipe confirming to ISO 4427:1996 manufactured from virgin resin PE 80 food grade compounded raw materials having blue colour only assurance certificate from quality agencies like WRC/CIPET(India) / DVGM /KIWA/SPGN etc for uasge in drinking water with quality system . The cost shall include testing of all materials all taxes central , state, Municipal, Inspection charges transportation up to site , transit insurance, loading, unloading ,stacking etc complete as per building specification and directed.PN16(SDR-9) with ED

Providing and supplying GI (Tata and euivalent make ) pipe for uasge in drinking water with quality system . The cost shall include testing of all materials all taxes central , state, Municipal, Inspection charges transportation up to site , transit insurance, loading, unloading ,stacking etc complete as per building specification and directed.

Lowering laying jointing HDPE/MDPE pipes in proper position including all specials by compression fitting / Electrofusion and buttFusion jointing procedure including hydraulic testing as per relevent IS code complete with all materials for jointing procedures like Electrofusion machine, Electric mirror / Heater / butt fussion 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.

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 threadings ends if required etc all complete as per specification and direction of E / I.

Clear Water Rising main.

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.

3 mm dia ferrule weight not less than 425 gm

Providing and fixing of G.M full way 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 all complete as per specification and direction of E / I.

15 dia and weight not less than 400 gm

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

d) For Intake well 10 m dia

Compound Wall/ Boundry Wall for ESR. (232.80 M Long)

15 mm dia Elbow

House Connection for 5257 nos Consumer.

House Connection for 5257 nos Consumer.

CHARADIH- PURANAGAR-LOKAI-INDERWA RWSS

20 mm dia union shocket

8.5 Lakh Litre capacity with 18 Meter staging

2.0 Lakh Litre capacity with 24 Meter staging

350 MM 10 MM thickness

400 MM 10 MM thickness

750 MM 10 MM thickness

4.8 Lakh Litre capacity with 24 Meter staging

100 mm to 300 mm dia

Railway Crossing

Road Crossing

Coffer Dam

350mm dia

Construction of B.W. masonary valve chamber of size 1.50 X 1.2 X 1.5 mt. as per enclosed annexure.

Compound Wall/ Boundry Wall for ESR. (349.2 M Long)

COST OF GATE 3 nos

For Bracing

Earthwork in excavation of foundation trenches as per designed section in all kinds of soil, including moorum soil, soil muxed with kanker, pebbles and boulders up to 300 mm size and disposal of the same (beyond 50 M away from the toe of the dam base in the country side) with in initial lead of 1.5 M all lifts as per specification and direction of E/I

Pucca road ( except black top only taken out material to be used) for cutting road as per requirement. Assuming 10 % of total road cutting

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

200 mm dia

500 mm dia

Providing and supplying ISI standard D.I. specials and fitting with rubber gasket of S.B.R. complete with cast iron follower gland and M.S. nut & bolts coated from rusting and suitable for D.I. pipes , loading, unloading including all taxes, etc. complete as per I.S. 9523 class-K 12

For 150-200 mm dia pipe

For 500-600 mm dia pipe

House Connection for 8329 nos Consumer.

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

Scour valve

700mm dia

Scour valve

150 mm Dia

Providing double flanged sluice valve confirming for IS 2906/14846 including worn gear arrangements as per test pressure stainless steel, spindle, caps including all transportation etc. complete without bypass arrangement PN 1

Scour valve

NH Road Crossing

Supplying labours, tools and tackles for testing of lead C.I. or D.I. or U.P.V.C. or H.D.P.E. or A.C. pressure pipe upto 60 mtr head of water all complete as per specification and direction of E/I

Casing Pipe 350 MM 10 MM thickness

Initial Lift

Supply, installationon,erecting and commissioning of earthing with all material as per IS -3043 for motors

Supply,inslalla!ion, erecting and commissioning of Lightening Arres.2 nos first -aid box, 2Nos fire extingusher, 2nos rubber matting,Tools &tackles,Emergency light,Insulation Gloves & shoes, Hea1me1. etc for pump hoose

Supply. installation, erecting and comm1ss100ing of 3 Ton Single Girde1 Hand ()peraled Cin:ular I Rectangular Travelr.ng Crane "1th 6 m ft complete with Chain pulley blod< ISi marked and travelling trolley bolh tested fOf 50 % oYetload including arrangement Each longitudinal travel I circular travel and aoss travel with wheel.hand chain etc

Horizontal Split Casing end suction Centrifugal Pump [make: Kirloskar/Jyoti/ Worthington/ Mather & Platt], capable of discharging - 79.38 LPS, 230 M, & 450 HP. mounted on common base plate and coupled with SPDP, Eff1, squirrel cage induction motor, rating of motor 20% more BHP than that of pump, operating on 1500 rpm, 415V, 50Hz [make:Kirloskar/ABB/ Jyoti/Crompton Greaves/BHEL] pressure gauge, required size of sluice valve and non-return valve, standard fittings etc. including construction of MS Suction and delivery header, jointing it with Suction and Delivery line by providing required MS/CI pipes, flanges,reducer and specials, nuts bolts, packings etc. all complete as per the requirement, standards and instruction of E/I.(Contrator will again have to check the design of motor,pump & he will to get it approved by the Deptt.)

Discharge - 735 lpm and Head - 58 m (1W+1S) (C/F)

Discharge - 970 lpm and Head - 82 m (1W+1S) (C/F)

Starter: Supplying, installation, testing & commissioning of assembled Fully Automatic Star Delta starter, in a provided cubical panel to operate induction motor with no volt coil, over load relay and ON/OFF push buttons, with necessary material and connected to supply, etc. all complete.

ITEM NO 100 KVA SERVO CONTROLLED VOLTAGE AUTOMATIC VOLTAGE STABILISER

Power wiring with required 150 Sq mm, 3.5 core, 1.1KV grade, armoured cable, Standard Aluminium conductor, XLPE/PVC insulated cable from Transformer to Stablizer & Panel (MCP) including laying on wall or on floor as where required, jointing and making proper terminations,etc. all complete.

Power wiring with 3 core, 1.1KV grade, Unarmoured cable, Standard Copper conductor, XLPE/PVC insulated cable from Panel (MCP) to Motors & Staters including laying on wall or on floor as where required, jointing and making proper terminations,etc. all complete.

Casing Pipe 400 MM 10 MM thickness

For Bracing

Earthwork in excavation of foundation trenches as per designed section in all kinds of soil, including moorum soil, soil muxed with kanker, pebbles and boulders up to 300 mm size and disposal of the same (beyond 50 M away from the toe of the dam base in the country side) with in initial lead of 1.5 M all lifts as per specification and direction of E/I

Pucca road ( except black top only taken out material to be used) for cutting road as per requirement. Assuming 10 % of total road cutting

150 mm Dia

Scour valve

200 mm dia

350mm to 450 mm hard soil For 350 mm dia MS pipe 2 nos x30m

Providing and supplying ISI standard D.I. specials and fitting with rubber gasket of S.B.R. complete with cast iron follower gland and M.S. nut & bolts coated from rusting and suitable for D.I. pipes , loading, unloading including all taxes, etc. complete as per I.S. 9523 class-K 12

150 mm Dia

Construction of B.W. masonary valve chamber of size 1.20 X 0.9 X 1.5 mt. as per enclosed annexure.

Construction of B.W. masonary valve chamber of size 1.20 X 0.9 X 1.5 mt. as per enclosed annexure.

Scour valve

Construction of B.W. masonary valve chamber of size 1.20 X 0.9 X 1.5 mt. as per enclosed annexure.

700mm dia

Construction of B.W. masonary valve chamber of size 1.20 X 0.9 X 1.5 mt. as per enclosed annexure.

Scour valve

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

For 150-200 mm dia pipe

350-450 mm dia DI K-9

For 500-600 mm dia pipe

NR Valve PN 1.6

House Connection for 8329 nos Consumer.

For 500-600 mm dia pipe

NR Valve PN 1.6

400 MM dia MS pipe

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

Providing double flanged sluice valve confirming for IS 2906/14846 including worn gear arrangements as per test pressure stainless steel, spindle, caps including all transportation etc. complete without bypass arrangement PN 1

Construction of B.W. masonary valve chamber of size 1.20 X 0.9 X 1.5 mt. as per enclosed annexure.

Providing double flanged sluice valve confirming for IS 2906/14846 including worn gear arrangements as per test pressure stainless steel, spindle, caps including all transportation etc. complete without bypass arrangement PN 1.6 Scour valve

scour valve100 mm dia

Thrust block pipe dia :300mm

Crane: Providing, erecting triple spur gear type Chain Pulley Block suitable for 3 Tonne capacity 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 carrying ISI mark.

Safety Items: Supplying, Installation and erecting of Fire extinguisher, Lightening Arrestor, emergency light, First aid box, insulation gloves & shoes, tools & tackles, rubber matting, instruction manual, etc. as per requirement and Indian standards at Pump house.

Earthwork in excavtion ( as per IS 3114/1965) for laying of different types and size 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 -v\charge ( for classification of soil item-B

Earthwork in excavation of foundation trenches as per design section in ordinary soft rock( vide classification of soil item-c) and disposal of excavated materials so obtained ( 10 M away from the edge of the trenches) and initial lift of 1.5 m as per specification and direction of E/I in ordinary or soft rock( where blasting is not required) in soil item-C in soft rock.

Earthwork in excavation of foundation trenches as per designed section in all kinds of soil, including moorum soil, soil muxed with kanker, pebbles and boulders up to 300 mm size and disposal of the same (beyond 50 M away from the toe of the dam base in the country side) with in initial lead of 1.5 M all lifts as per specification and direction of E/I

Thrust block pipe dia :600mm

Construction of B.W. masonary valve chamber of size 2.0 X 2.0 X 1.5 mt. as per enclosed annexure.

DISTRIBUTION MAIN

100 mm dia

200 mm dia

KANDRAPADIHI, KARIAWAN RWSS

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labours and necessary equipment for designing & construction of Conventional WTP of 2.50 MLD capacity. With all complete job. (Please refer to Section 5, Sl. 2.3 of SBD)

For 700 mm dia pipe

500 mm dia

100 mm dia

Construction of B.W. masonary valve chamber of size 2.0 X 2.0 X 1.5 mt. as per enclosed annexure.

100 mm dia

700mm dia

Thrust block pipe dia :700mm

Thrust block pipe dia :700mm

Thrust block pipe dia :700mm

Providing double flanged sluice valve confirming for IS 2906/14846 including worn gear arrangements as per test pressure stainless steel, spindle, caps including all transportation etc. complete without bypass arrangement PN 1

Lebour cherge for one cutting of cast on HDPE pipe & specials including supplying necessary tools and plants as per specification and driection of E/I HDPE pipe

Supplying lebours and tools for laying and jointing HDPE pipe in trenches and making built welded joint supplying heeting mirror jack etc and providing night guard barrier and red light to safe guard against aecident etc all complete.

150 mm dia

100 mm dia scour valve

scour valve100 mm dia

Providing and laying in situ reinforced cement conccrete in sub structure complete as per drawing and technical specification with all complete for column (RCC M35)

Stone/Stone Chips 11 KM lead

RAW WATER PUMPING MACHINERY & ELECTRICAL WORK

Supply, installation, testing and commisssioning of vertical turbine pumpsets with allied equipment as under (Please refer to Section 5,Sl. 2.4 of SBD)

CLEAR WATER PUMPING MACHINERY & ELECTRICAL WORKS AT WTP

Suply, installation, testing and commisssioning of horizontal casing centrifugal pumpsets with alied equipment as (Please refer to Section 5, Sl. 2.5 of SBD)

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Laying of Raw & clear water Rising Main (Please refer to Section 5,Sl. 3.0 of SBD)

Pure Water Rising main.

Twin Type Staff Quarter - 1 Unit (Please refer to Section 5, Sl. 2.7 of SBD)

E/W in Excavation in foundation trenches in ordinary soil (Vide classification of soil Item -A) & disposal of excavatd earth obtained to a distance up to 50 M including all lift leveling ramming the foundation trenches removing root of trees scrubs all complete as per approved design.

Providing, coarse clean sand in filling in foudation trenches /in Plinth including ramming & watering in layers not exceeding 150 mm thick with all leads lift including cost of all materilas, labour, royalty & taxes all complete as per building specification & direction of E/I

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

Providing P.C.C M-100 in nominal mix of (1:3:6) in foundation with appoved quantity of stone metal (50 mm 25 mm dia size)graded & clean coarse sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer & placing in position, vibrating, striking, curing taxes & royalty all complete as per building specification & direction of E/I

Providing designation 75 A brick work in C.M. (1:6) in foundation 7 Plinth with approved quality of clean coarse sand of F.M 2 to 2.5 including Providing 10 mm thick mortar joints, Cost of screening, materials, Scaffolding, raking out joints to 15 mm depth curing, taxes & royalty all complete as per building specification & direction of E/I

Providing 25 mm thick damp proof coarse with cement concrete M-150 with nominal mix of (1:2:4) with approved quality of stone chips of 20 mm to 6 mm size graded and clean coarse sand of F.M 2.5 to3 including screening, shuttering mixing cement concrete in mixer with 5% cico or any other approved water proffing compound and placing in position, vibrating, striing, curing, taxes & royalty all complete as per building specification & direction of E/I

Providing designation 75 A brick work in C.M (1:6) in super structure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing10 mm thick motar joints, cost of screening, materials, scaffolding, raking out joints to 15 mm depth curing, taxes & royalty all complete as per building specification & direction of E/I

Centering & Shuttering

Providing average 63 mm thick R.C.C M -1

50 with nominal mix (1:2:4) chajja in shelves with approved quality of stone chips 20 mm to 6 mm size graded & clean coarse sand of F.M 2.5 to 3 including making drip course in concrete , screening , centering shuttering & mixing cement concrete in mixer & placing in position vibrating, striking, 6 mm cement plaster (1:4) in celling & sides of chajja with sand of F.M 1.5, Curing (But excluding the cost of reinforcement) taxes and royalty all complete as per building specification of E/I

Centering & Shuttering Doors & Windows

Shelves

Providing R.C.C M-200 with nominal mix of (1:1.5:3) in roof slab with approved quality of stone chips 20 mm to 6 mm size Graded & Clean coarse sand F.M 2.5 to including making drip course in cocrete, screening, concreting, shuttering, centring mixing cement concrete in mixer & placing in position, vibrating, striking, curing (but excluding the cost of reinforcement) taxes & royalty all complete as per building Specification & direction of the E/I

Centering & Shuttering

Supplying fitting & fixing good quality, well dressed & well seasoned sal wood work in choukhat in doors, windows, skylights, fan light and C/W celestial windows openings, including wedge over all clamps complete including application of two coats of wood preservative of approved quality on the surface butting walls & lintels all complete as per building specification & direction of E/I

Supplying fitting and fixing 250 x 20 x 6 mm L-type M.S Clamp properly fish tailed .including making holes and setting the same in 375 x 125 x 75 mm cement concrete block (1:2:4) with cost of all labour and materials and taxes as per building specification and diection of E/I @6 for each door & 4 for each window Total Quantity -(2x3x6+2x4x4)=68 nos

Supplying all materials, labours and fitting & fixing 38 mm (1.5) thick good quality seasoned sal wood battened shutter ledged & braced in door and windows with oxidized iron fitting such as hingles, sliding door bolts, tower bolts, handles or ings hooks and eye, cleats, sand block as per schedule, taxes & royalty all complete as per building specification & direction of Engineer -in- charge

Supplying, fittings & fixing M.S Gril made of 20 x 6 mm M.S flat as per approved design & drawing properly fabricated with joints continous filllet welded and finshed smooth, carriage of grill to work site hoisting as per the building specification and direction of E/I (where materials is not supplied by the Deptt.)

Providing 25 mm thick pre cast R.C.C M-150 with nominal mix of (1:2:4) in jali with approved quality to stone chips of 6mm nominal size and clean coarse sand of FM 2.5 to 3 with 1.6 mm thick M.S wire as per approved design and drawing and placing the same in position true to plumb and level and properly grouted with cement mortar (1:3) including cost of curing, Scaffolding and finishing all complete as per building specification and direction E/I

Supplying, fitting and Fixing M.S Grill gate made of 20 x 6 mm M.S or 16 mm M.S raurbar Flat fitted on 25 mm x 25 mm x 6mm M.S angle frame of size 60 x 60 x 6 as per approved design including cost of fabrication & drawing, properly fabricated with joints continuous fillet welded & finished smooth, providing necessary locking arrangements with Haskell & dummy duly fixed in C.C (1:2:4) blocks of reuired size applying a priming red lead paints over steel works, taxes , carriage of grill to work site, as per the building specification & direction of E/I (where materials is not supplied by the Dept)

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

Providing 12 mm thick cement plaster (1:6) with approved quality of clean coarse sand of F.M 1.5 including screening Curing with all leads & lifts of water, Scaffolding, taxes 7 royalty all complete as per building specification & direction of E/I.

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

Filling in foudation trenches & Plinth in layers not exceeding 150 mm thick well watered, rammed, fully compacted & fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 m & lift of 1.5 m all complete as per building specification & direction of E/I (Mode of measurement compacted volume)

Providing average 150 mm thick dry rammed khoa beaten to 112 mm. (compacted with water) made of well burnt or jhama bricks including ramming properly till compacted thickness is achieved, curing & carriage of water with all leads, making proper slope & blending the top with cement mortar (1:10) all complete as per building specification & direction of E/I.

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

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

Providing all materials,labours & doing 2 (two) Coat colour washing over a coat of white washing over new surface with approved quality of lime & Colour over the new surface including the cost of clening surface thoroughly and removing the scales of smoke & ash marks with jhama rubbing, scaffolding washing of floor sand taxes all complete as per building specification and direction of E/I

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

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

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

Providing 2(two) coats of Paniting with ready mixed paints of approved shade & make over steel surafce including cleaning the surface thouroughly , scaffolding & taxes all complete as per building specification & direction of E/I

Providing 10 mm (TMT) Fe 500 TOR for steel reinforced as per approved design and drawing excluding carriage of tor rod to work site including cutting bending and binding with annealed wire with cost of wire with cost of wore removal of rust placing the rods in position all complete as per building specification and direction of E/I

Carriage of materials from divisional store or kiln site or quarry site to work site including contract profit, loading, unloading, transportation, etc. all complete .

Cement 10 KM lead

Steel 10 KM lead

Sand 36 KM lead

Bricks 06 KM lead

Stone/Stone Chips 11 KM lead

Supplying and laying GI pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipes in size and threading ends where necessary including carriage of materials up to work site etc. all complete as per specification and direction of E/I.

i) 25mm GI. Pipe.

ii) 15 mm GI. Pipe.

Supplying materials

and labours for fixing GI Pipes with red lead paints and yarn with screwed and sockted joints on wall, celling and floor including supplying of wall hooks of pipe clamp, wooden plugs, cutting pipe to size and threading ends where necessary all complete as per specification and direction of E/I.

i) 15 mm GI. Pipe

Supplying, fitting and fixing of GM ferrule of approved make in DI/CI main including drilling and tapping CI/DI main etc. all complete as per specification and direction of E/I.

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

(a) Elbow 15 mm dia

(b) Tee plane 15mm dia

(c) Nipple 15mm dia.

(d) Union Socket 25mm dia

(e) Union Socket 15mm dia

(f) Brass bib cock 15mm dia

(g) C.I stop cock 15mm dia

(h) C.I. stop cock 25mm dia

(i) Reducing Socket 25 x 15 mm

(j) Tee 25 x 25 x 15 mm dia

Supplying, fitting and fixing vitreous white glazed earthen were I W C of parry Hindustan or any other I.S.S approved make with 100 mm HCI ‘P’ trap, 15 Liters CI pull and let go flushing cistern of names or other ISS equivalent make complete with all fittings C.I. or C.C brackets, 32 mm, alkathene /PVC telescopic flush pipe about 2 mtrs. long with one brass coupling and clamps, GI chain and pull including supplying and fixing a pair of vitreous white glazed earthen were footrest to be fixed in floor, 15 mm .CI body brass spindle, stop cock of weight not less than 50 grams, 15 mm. PVC connection pipe 450 mm. long and the exposed pipe and cistern with two coats of approved paint over a coat of red oxide primer etc. all complete as per specification and direction of E/I. (510mm.long with 12.5 Liter low level PVC System).

SEPTIC TANK and SOAK PIT

Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-B) and disposal of excavated earth as obtained to a distance up to 50 m including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I.

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

Providing P.C.C M150 with nominal mix of (1:2:4) in foundation with approved stone chips 20mm to 6mm size well graded and clean course 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 E/I.

Providing water proof cement plaster (1:3) with clean course sand of F.M- 1.5mm with 5% cico or any other approved water proofing compound including taxes and royalty all complete as per building specification and directions of E/I.

(a) 19 mm thick

(b) 12 mm thick

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

(a) B/W in C.M (1:4)

(b) B/W 75-B in (1:6) for Soak pit

(c) Brick work in dry masonry for soak pit.

Providing pre cast R.C.C. M-150 with nominal mix of (1:2:4) slab of desired size with approved quality of stone chips and clean coarse sand of FM 2.5 to 3 including curing, shuttering, carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement), taxes and royalty etc. all complete as per building specification and direction of E/I.

Providing for reinforcement as per approved design and drawing excluding carriage of tor rod to work site including cutting bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per Specification and direction of E/I.

10 mm dia

Supplying fitting and fixing H.C.I. Pipe/ H.C.I. fitting of Approved make confirming to I.S.S 1729 including supplying nails and bobbins lead and yarn from making lead caulked joints including earth work or providing scaffolding as the case may be all complete as per specification and direction of E/I.

(a) 100mm dia H.C.I. Tee.

(b) 100mm dia H.C.I. Band

(c) 50mm dia H.C.I. Cowel

(d) 50mm dia H.C.I. Vent pipe

(e) 100mm H.C.I. Pipe

Electrical Works

Supplying materials and labours and fixing 20mm dia M.S bar steps in wall of 0.3 m interval and staggered in (1:2:4) cement concrete including scaffolding and curing etc. all complete as per specification and direction of E/I.

Supplying all materials, labours, tools and tackles and 100mm dia R.C.C hume pipe and laying jointing, testing, earth work including carriage of materials etc. all complete.

Supplying 50mm size brick bats and filling in soak pit including carriage and labours etc. all complete as per direction of E/I.

Supplying materials and labours for constructing inspection chamber of designation class 75B bricks size 750mm deep, 600x450mm internal dimension having 250mm wall thickness in cement mortar (1:6) including 12mm cement plaster (1:4) with punning on inside and cement plaster (1:6) with 600x475mm G.I. Cover With frame (Weight not less than 36 Kg.) along with earth work in excavation and 80mm thick P.C.C. (1:3:6) in foundation and refilling all complete as per specification and direction of E/I

Carriages of materials

(a) Brick – 06 KM lead

(b) Sand - 36 KM lead

(c) Stone chips - 11 KM lead

(d) Steel - 10 KM lead

(d) Cement- 10 KM lead

Point wiring in PVC conduit with modular type switch wiring for light point /fan point with 1.5 sqmm F.R. PVC insulated copper conductor single core cable in surface/ recessed PVC conduit with modular switch modular plate, suitable G.I. box and the point with sqmm FR PVC insulated copper conductor single core cable etc as required

Wiring for twin control light point with 1.5 sqmm F.R. PVC insulated copper conductor single core cable in surface/recessed PVC conduit with two way modular switch modular plate, suitable G.I. box and the point with sqmm FR PVC insulated copper conductor single core cable etc as required

Wiring for light /power plug point with 2 x 4 sqmm F.R.PVC insulated copper conductor single core cable in surface/recessed PVC conduit along with one no 4 sqmm FR PVC insulated copper conductor single core cable for loop earthing etc as required.

Copper sub main wiring in PVC conduit Wiring for sub main wiring with PVC insulated copper conductor single core in surface/recessed PVC conduit as required.

2 x 1.5 sqmm + 1 x 1.5 sqmm earth wiring

2 x 2.5 sqmm + 1 x 2.5 sqmm earth wiring

Supplying and fixing following way three pole and neutral sheet MCB distribution board 415 volts on

surface/recessed complete with tinned copper bush bars, neutral link, earth bar, din bar, detachable gland plate inter connection phosphatised and power painted including earthing etc as required (but with out mcb / rccb / Isolator) (4+12) double door horizontal type.

Supplying and fixing 5 amp to 32 amp, rating 240 volts, B series miniature circuit breaker of single poles in existing MCB DB complete with connecting, testing, and commissioning etc as required

Earthing with G.I. earth pipe 4.5 M long 40mm dia including accessories and providing masonry enclosure with copper plate having locking arrangement and watering pipe etc with charcoal, salt all complete as per electrical rule

Supplying ,fitting and fixing following sizes of PVC conduct along with accessories in surface / races including cutting the wall and making good the same in case of recessed conduit as required

PVC con 20 mm PVC pipe

2.8 Lakh Litre capacity with 24 Meter staging

b) For Gangway Intake Well

Construction of B.W. masonary valve chamber of size 1.20 X 1.5 X 1.5 mt. as per enclosed annexure.

Providing R.C.C M-150 with nominal mix of (1:2:4) in lintel level with approved quality of stone chips 20 mm to 6mm size graded & clean coarse sand of F.M 2.5 to including screening , centring, shuttering and mixing cement concrete in mixer & placing in position vibrating striking curing (but excluding the cost of reinforcement ) taxes & royalty all complete as per building specification of (E/I.

Providing and fixing fan hook of 16 mm dia M.S bar 1 meter long bent to reqired size and shape placed in position and fixing in R.C.C slab/beam at the time of casting all complete as per building specification of E/I where material is not supplied by cheet

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, levelling, ramming the foundation trenches. Removing roots of trees, shrubs 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 materials, labour, royalty and taxes all complete as per building specification and direction of E/I.

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

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

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

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

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

Add 1% Labour Cess

Providing RCC M-200 with nominal mix of (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 F.M 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I. Top of Wall

Centring and shuttering including strutting, propping etc. and removal of form for foundation, footings, bases of columns etc. for mass concrete.

Reinforced cement conc work in beams,suspended floors,roofs having slope up to 15* landings, balconies, shelves, chajjs, lintels, bands, plain window sills, staircases and spirl stair cases above plinth level up to floor five level,excluding the cost of centering,shuttering ,finishing and reinforcement,with 1.:1.5:3 (1 ce

ment :1.5 corase sand (zone-III):3graded stone aggregate 20 mm nominal size)

Centring and shuttering including strutting, propping etc. and removal of form for columns, pillars, piers, abutments, posts and struts

Centring and shuttering including strutting, propping etc. and removal of form for lintel, beams, plinth beams, griders, bressumers and contilevers.

Intake Well With Pump House 10.0 M dia.

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and construction of R.C.C Intake well with Pump house all complete job. (Please refer to Section 5,Sl. 2.1 of SBD)

Providing and laying in situ Cement concrete of trap/ granite /quartzite /gnesiss metal for RCC work as per details drawing and design or as directed by engineer-in -charge including normal normal dewatering Plywood Formwork , bully steel prop-ups , compaction, finishing the formed surfaces with CM (1:3) of sufficient min. thickness to give a smooth and even surface wherever necessary or roughing if a special finish is to be provided and curing etc.cmplete (by weight batching and mix design for M-25 and M-25 only) (Exculding M.S or Tor reinforcement.) Beam at floor level & Slab Level

Providing RCC M 250 with nominal mix of (1:1:5:3) in band at lintel level with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position ,vibrating,striking,curing(but excluding the cost of reinforcement,taxes,and royality all complete as per building specification and direction of E/I) Columns

Providing RCC M 200 with nominal mix of (1:1:5:3) in band at lintel level with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position ,vibrating,striking,curing(but excluding the cost of reinforcement,taxes,and royality all complete as per building specification and direction of E/I) Roof Floor Slab

Providing 12 mm thick cement plaster (1:6) do

Construction of B.W. masonary valve chamber of size 1.20 X 1.5 X 1.5 mt. as per enclosed annexure.

Inside/outside wall

Providing and fixing fan hook of 16 mm dia M.S bar 1 meter long bent to reqired size and shape placed in position and fixing in R.C.C slab/beam at the time of casting all complete as per building specification of E/I where material is not supplied by cheet

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, levelling, ramming the foundation trenches. Removing roots of trees, shrubs all complete as per specification of E/I

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

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

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

Providing Tor steel reinforcement of 10 mm,12mm and 16mm dia bars as per approved desgine dwg. Excluding carrige of M.S. bars to work site,cutting,bending ,and binding with annealed wire with cost of wire,removal of rust,placing the rods in poisition all complete as per building specification and direction of E/I 1.00% of RCC work Total RCC =5.15x1.00%+7.85

Centring and shuttering including strutting, propping etc. and removal of form for lintel, beams, plinth beams, griders, bressumers and contilevers.

Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed fully completed and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M same Qty. as item no. (1)

COST OF GATE

Intake Well With Pump House 10.0 M dia.

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority and construction of R.C.C Intake well with Pump house all complete job. (Please refer to Section 5,Sl. 2.1 of SBD)

Providing and laying in situ Cement concrete of trap/ granite /quartzite /gnesiss metal for RCC work as per details drawing and design or as directed by engineer-in -charge including normal normal dewatering Plywood Formwork , bully steel prop-ups , compaction, finishing the formed surfaces with CM (1:3) of sufficient min. thickness to give a smooth and even surface wherever necessary or roughing if a special finish is to be provided and curing etc.cmplete (by weight batching and mix design for M-25 and M-25 only) (Exculding M.S or Tor reinforcement.) Beam at floor level & Slab Level

Providing RCC M 250 with nominal mix of (1:1:5:3) in band at lintel level with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position ,vibrating,striking,curing(but excluding the cost of reinforcement,taxes,and royality all complete as per building specification and direction of E/I) Columns

Providing RCC M 200 with nominal mix of (1:1:5:3) in band at lintel level with approved quality of stone chips 20 mm to 6 mm size graded and cleaned coarse sand of FM 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position ,vibrating,striking,curing(but excluding the cost of reinforcement,taxes,and royality all complete as per building specification and direction of E/I) Roof Floor Slab

1.6 Lakh Litre capacity with 10 Meter staging

Granular Sub- Base with coarse graded material (Table 400-2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared sruface, mixing by mix in place method with rotavatory at OMC, and compactiing with vibratory roller to achieve the desire density, complete as per clause 401)

Water bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes / Smooth 3 wheeled steel roller in stages to proper grade and camber, applying and brooming requisite type of screening / Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density).

Prime Coat (Providing and applying Primer Coat with bitumen emulsion on prepared surface of Granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means)

Providing R.C.C. M150 in nominal mix of (1:2:4) in foundation with approed quality of stone metal grade-III (50mm to 25mm size) clean coarse sand 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 complee as per building specification and direction of E/I.

Providiing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Open - Graded Premix Surfacing (Providing, laying and rolling of open graded premix surfacing of 20mm thickness composed of 13.2 mm to 5.6mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.) (Case - I : Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour)

Seal Coat - Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/hours using crushed stone chipping 6.7mm size and penetration bitumen of suitable grade.

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 50m including all lifts , levelling ,ramming the foundation trenches , removing roots of trees,shrubs all completeas per approved desigen , building specifications and direction of E/I.

Providing coarse clean sand filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm thick with all leads and lifts including costb of all materials labours , and direction of E/I.(mode of measurement compacted volume)

Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chpips 20mm to 6mm size graded and clean coarse sand of F.M2.5 to 3 including screening shuttering , mixing,cement concrete in mixer and placingin position , vibrating ,striking ,curing ,taxes and royalty all complete as per specification and diection of E/I.

Earthwork in back filling the trenches after laying of diffarent types and sizes of pipes with earth removed during excavation with in initial leasds and lifts as per specification and direction of E/I.

Procviding 12mm thick cement plaster (1:3) with clean coarse sand of F.M 1.5 with 1.5mm thick cement punning

over it incliding screening , curing ,with all leasds and lifts of water, taxes and royalty all complete as per Specification and Direction of E/I.

Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chpips 20mm to 6mm size graded and clean coarse sand of F.M2.5 to 3 including screening shuttering , mixing,cement concrete in mixer and placingin position , vibrating ,striking ,curing ,taxes and royalty all complete as per specification and diection of E/I.

Providing and supplying Blue MDPE pipe confirming to ISO 4427:1996 manufactured from virgin resin PE 80 food grade compounded raw materials having blue colour only assurance certificate from quality agencies like WRC/CIPET(India) / DVGM /KIWA/SPGN etc for uasge in drinking water with quality system . The cost shall include testing of all materials all taxes central , state, Municipal, Inspection charges transportation up to site , transit insurance, loading, unloading ,stacking etc complete as per building specification and directed.PN16(SDR-9) with ED

Providing and supplying GI (Tata and euivalent make ) pipe for uasge in drinking water with quality system . The cost shall include testing of all materials all taxes central , state, Municipal, Inspection charges transportation up to site , transit insurance, loading, unloading ,stacking etc complete as per building specification and directed.

Lowering laying jointing HDPE/MDPE pipes in proper position including all specials by compression fitting / Electrofusion and buttFusion jointing procedure including hydraulic testing as per relevent IS code complete with all materials for jointing procedures like Electrofusion machine, Electric mirror / Heater / butt fussion 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.

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 threadings ends if required etc all complete as per specification and direction of E / I.

Clear Water Rising main.

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.

3 mm dia ferrule weight not less than 425 gm

Providing and fixing of G.M full way 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 all complete as per specification and direction of E / I.

15 dia and weight not less than 400 gm

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

d) For Intake well 10 m dia

Supplying, fitting and fixing G.I. box with modular plate and cover in front of surface or in recess including providing and fixing 6 pin 5/6 amp and 15/16 amp socket outlet and 15/16 amp modular type switch, connection, painting etc as required.

15 mm dia Elbow

20 mm dia reducing shocket

2.2 Lakh Litre capacity with 13 Meter staging

Raw Water Rising main.

20 mm dia union shocket

15 mm dia shocket

350 MM 10 MM thickness

400 MM 10 MM thickness

750 MM 10 MM thickness

Lowering, laying and fixing in proper alignment and position all types of 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).

Water Supply Sanitation Installation (Plumbing work)

O/M work with Labour component & Materials for 1st Year

As per SBD Section - 5 Clouse 9.10

O/M work with Labour component & Materials for 1st Year

Thrust block pipe dia :200mm dia

O/M work with Labour component & Materials for 1st Year

CLEAR WATER PUMPING MACHINERY & ELECTRICAL WORKS AT Intake well

O/M work with Labour component & Materials for 1st Year

CLEAR Water Rising main.

O/M work with Labour component & Materials for 1st Year