Govt. Medical Collage Hospital and Hostel Hatedi WSS

APPROACH CHANNEL

Item No. 1

Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock etc by blasting / controlled blasting, chiselling as required in wet or dry condition for Head works i.e. Intake well connecting pipe, Jack well, Pump House, supply well etc. for lift 0 to 1.5 and lead of 150 m including baricating, quarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge excluding refilling.

Lift 0 to 1.50 M.

Lift 1.50 to 3.00 M.

Item No.2

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

Item No.3

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

Pay line maximum- Top width payble shall be 2 mtr. And maximum payble side slopes shall be 1.5 Horizontal to 1 Vertical, if the constructed top width of the side slopes are less, then the measurements at actual are payble. Contractor is free to use ballies, plastic sheets, piles, pipes, c.G.I. sheets for supporting hearting materials insteade of impervious/ semipervious hearting materials for which no extra payment shall be payble. 30% payment shall be withhelsd for dismentaling of coffer dam. this foot note shall appear in tender condition. (Type sectionh os shown on last page of type design section of CSR.)

INTAKE WELL 3 M DIA & 7.50 M DEEP

Item No. 1

Excavation in general in Soft material comprising of soft soil ,hard murum with boulders etc as required in wet or dry condition for head works including removing the excavated material upto a distance of 50m beyond area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling etc complete.

Lift 0.00 to 1.50 m

Item No. 2

Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock etc by blasting / controlled blasting, chiselling as required in wet or dry condition for Head works i.e. Intake well connecting pipe, Jack well, Pump House, supply well etc. for lift 0 to 1.5 and lead of 150 m including baricating, quarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge excluding refilling.

Lift 0 to 1.50 M.

Lift 1.50 to 3.00 M.

Lift 3.00 to 4.50 M.

Lift 4.50 to 6.00 M.

Item No.3

Providing and laying in situ 1:2:4(M-150) grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering from work, compacting and curing, finishing etc. complete with initial lift of 1.50m below / above ground level.

Item No.4

Providing and laying in situ (M-300) grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering from work, compacting and curing, finishing etc. complete with initial lift of 1.5m below / above ground level.

R.C.C Footing M 300

Lift 0.00 to 5.00

Item No.5

Providing and casting in situ C.C. of trap/ granite/ quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, from work, compaction, finishing the formed surface with CM 1:3 of sufficient minimum thickness to necessary or roughening if special finish is tobe provided and curing etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use for L&T, ACC, Ambuja, Birla Gold, Manikgad, Rajashree etc. cement is permitted excluding M.S. or Tor reinforcement)For RCC M-300 grade slabs / Landings / Vertical Walls/ Waist Slabs / Steps for Staircase.

Walling( Lift 0.00 to 5.00 m.)

Walling( Lift 5.00 to 10.00 m.)

Slab (Lift 0.00 to 5.00 m.)

Beam (Lift 0.00 to 5.00 m.)

Item No.6

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

Item No.7

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

Item No. 8

Providing and fixing in position steel bar reinforcement of various diameter for RCC pipes, caps, foootings, foundation, slabs, beams, columns, canopies, staircase, newels, chajjas, lintels, pardies, copings, fins, arches, etc as per detailed designs, drawing and schedules including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required etc. complete. ( including cost of binding wire ) Tor steel.

Lift 0.00 to 5.00

Lift 5.00 to 10.00

Item No. 9

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

Item No. 10

Providing and fixing in position C.I. Type dapura steps of 22 mm dia. M.S. bar step with proper anchorage, etc. and providing and applying 3 coats of ant-corrosive paint, etc. complete as directed by Engineer-in-charge.

Item No.11

Providing, hoisting and fixing in position inverted ‘J’ type 100 mm dia. C.I. cowl type ventilators with mosquitoproof aluminium mesh at top including applying 2 coats of anti-corrosive paint, etc. complete as directed by Engineer-in-charge, weighing not less than 35 kg.

Item No.12

Providing, hoisting and fixing in position C.I. manhole, frame and cover of best quality and of required size and shape with locking arrangements including applying 2 coats of anti-corrosive paint, etc. complete

90 x 60 cm size and weight 35 kg

Item No.13

P{roviding, constructing coffer dam in river basin/ dam storages as per type design including excavation, fillin g the middle portion with B.C. soil (in gunny bags if required ). Providing impervious / semipervious materials on both side of B.C soil (in gunny bags if required including ramming, compacting to the stisfaction of Engneer-in-charge, till the completion of work including dismantling coffer dam after completion of works and disposing off the material as directed by the Engineer-in-charge.

Pay line maximum- Top width payble shall be 2 mtr. And maximum payble side slopes shall be 1.5 Horizontal to 1 Vertical, if the constructed top width of the side slopes are less, then the measurements at actual are payble. Contractor is free to use ballies, plastic sheets, piles, pipes, c.G.I. sheets for supporting hearting materials insteade of impervious/ semipervious hearting materials for which no extra payment shall be payble. 30% payment shall be withhelsd for dismentaling of coffer dam. this foot note shall appear in tender condition. (Type sectionh os shown on last page of type design section of CSR.)

INSPECTION WELL 3 M DIA & 7.5 M DEEP

Item No. 1

Excavation in general in Soft material comprising of soft soil ,hard murum with boulders etc as required in wet or dry condition for head works including removing the excavated material upto a distance of 50m beyond area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling etc complete.

Lift 0 to 1.50 m

Item No. 2

Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock etc by blasting / controlled blasting, chiselling as required in wet or dry condition for Head works i.e. Intake well connecting pipe, Jack well, Pump House, supply well etc. for lift 0 to 1.5 and lead of 150 m including baricating, quarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge excluding refilling.

Lift 1.50 to 3.00 m

Lift 3.00 to 4.50 m

Lift 4.50 to 6.00 m

Lift 6.00 to 7.50 m

Lift 7.50 to 9.00 m

Item No.3

Providing and laying in situ 1:2:4(M-150) grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering from work, compacting and curing, finishing etc. complete with initial lift of 1.50m below / above ground level.

Item No.4

Providing and laying in situ (M-300) grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering from work, compacting and curing, finishing etc. complete with initial lift of 1.5m below / above ground level.

R.C.C Footing M 300

Lift 5.00 to 10.00

Item No.5

Providing and casting in situ C.C. of trap/ granite/ quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, from work, compaction, finishing the formed surface with CM 1:3 of sufficient minimum thickness to necessary or roughening if special finish is tobe provided and curing etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use for L&T, ACC, Ambuja, Birla Gold, Manikgad, Rajashree etc. cement is permitted excluding M.S. or Tor reinforcement)For RCC M-300 grade slabs / Landings / Vertical Walls/ Waist Slabs / Steps for Staircase.

Walling( Lift 0.00 to 5.00 m.)

Walling( Lift 5.00 to 10.00 m.)

Slab (Lift 0.00 to 5.00 m.)

Beam (Lift 0.00 to 5.00 m.)

Item No.6

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

Item No.7

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

Item No. 8

Providing and fixing in position steel bar reinforcement of various diameter for RCC pipes, caps, foootings, foundation, slabs, beams, columns, canopies, staircase, newels, chajjas, lintels, pardies, copings, fins, arches, etc as per detailed designs, drawing and schedules including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required etc. complete. ( including cost of binding wire ) Tor steel.

Lift 0.00 to 5.00

Lift 0.00 to 5.00

Item No. 9

Providing and fixing in position C.I. Type dapura steps of 22 mm dia. M.S. bar step with proper anchorage, etc. and providing and applying 3 coats of ant-corrosive paint, etc. complete as directed by Engineer-in-charge.

Item No. 10

Providing, hoisting and fixing in position inverted ‘J’ type 100 mm dia. C.I. cowl type ventilators with mosquitoproof aluminium mesh at top including applying 2 coats of anti-corrosive paint, etc. complete as directed by Engineer-in-charge, weighing not less than 35 kg.

Item No.11

Providing, hoisting and fixing in position C.I. manhole, frame and cover of best quality and of required size and shape with locking arrangements including applying 2 coats of anti-corrosive paint, etc. complete

90 x 60 cm size and weight 35 kg

Item No.12

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

Pay line maximum- Top width payble shall be 2 mtr. And maximum payble side slopes shall be 1.5 Horizontal to 1 Vertical, if the constructed top width of the side slopes are less, then the measurements at actual are payble. Contractor is free to use ballies, plastic sheets, piles, pipes, c.G.I. sheets for supporting hearting materials insteade of impervious/ semipervious hearting materials for which no extra payment shall be payble. 30% payment shall be withhelsd for dismentaling of coffer dam. this foot note shall appear in tender condition. (Type sectionh os shown on last jpage of type design section of CSR.)

CONNECTING MAIN 300 mm dia. D.I K-7 PIPES - 60 RMT LENGTH

Item No. 1

Excavation in general in Soft material comprising of soft soil ,hard murum with boulders etc as required in wet or dry condition for head works including removing the excavated material upto a distance of 50m beyond area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling etc complete. Lift 0 to 1.50m.

Lift 0 to 1.50 m

Lift 1.50 to 3.00 m

Item No.2

Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock etc by blasting / controlled blasting, chiselling as required in wet or dry condition for Head works i.e. Intake well connecting pipe, Jack well, Pump House, supply well etc. for lift 0 to 1.5 and lead of 150 m including baricating, quarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge excluding refilling.

Lift 0 to 1.50 m

Lift 1.50 to 3.00 m

Lift 3.00 to 4.50 m

Lift 4.50 to 6.00 m

Lift 6.00 to 7.50 m

Lift 7.50 to 9.00 m

Lift 9.00 to 10.50 m

Item No.3

Providing D.I. pipes of following grades with internal cement mortar lining and including all taxes, insurance, railway freight, unloading from railway wagon, loading into truck, transport to departmental stores/site, unloading, stacking, etc. complete. (IS:8329-2000 Latest Version) .

350 MM DIA D.I K-7 Pipes

Item No.4

Lowering laying and jointing with SBR ruber gaskets C.I. S/S pipes of various classes with CI / MS specials of following diameter in proper position, grade and alignment as directed by Engineer-in-charge including conveyance of material from stores to site of work, including cost of jointing materials and rubber rings labour etc. complete.

350 MM DIA D.I K-7 Pipe

Item No.5

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

Item No.6

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

Item No. 7

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

Pay line maximum- Top width payble shall be 2 mtr. And maximum payble side slopes shall be 1.5 Horizontal to 1 Vertical, if the constructed top width of the side slopes are less, then the measurements at actual are payble. Contractor is free to use ballies, plastic sheets, piles, pipes, C.G.I. sheets for supporting hearting materials insteade of impervious/ semipervious hearting materials for which no extra payment shall be payble. 30% payment shall be withhelsd for dismentaling of coffer dam. this foot note shall appear in tender condition. (Type section as shown on last page of type design section of CSR.)

JACKWELL 6M DIA WITH OVER HEAD PUMP HOUSE (6.04m X 6.04M)

Item No. 1

Excavation in general in Soft material comprising of soft soil ,hard murum with boulders etc as required in wet or dry condition for head works including removing the excavated material upto a distance of 50m beyond area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling etc complete.

Lift 0.00 to 1.50 m

Lift 1.50 to 3.00 m

Item No. 2

Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock etc by blasting / controlled blasting, chiselling as required in wet or dry condition for Head works i.e. Intake well connecting pipe, Jack well, Pump House, supply well etc. for lift 0 to 1.5 and lead of 150 m including baricating, quarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge excluding refilling.

Lift 1.5 to 3.00 m

Lift 3.00 to 4.50 m

Lift 4.50 to 6.00 M.

Lift 6.00 to 7.50 M.

Lift 7.50 to 9.00 M.

Lift 9.00 to 10.50 M.

Lift 10.50 to 12.00 M.

Lift 12.00 to 13.50 M.

Lift 13.50 to 15.00 M.

Item No.3

Providing and laying in situ 1:2:4 (M-150) grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering from work, compacting and curing, finishing etc. complete with initial lift of 1.50m below / above ground level.

Item No.4

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 form work, bully/steel propups, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (excluding M.S. or Tor reinforcement)

R.C.C M300 For Raft Foundation

Lift 15 to 20.00

Item No.5

Providing and casting in situ C.C. of trap/ granite/ quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, from work, compaction, finishing the formed surface with CM 1:3 of sufficient minimum thickness to necessary or roughening if special finish is tobe provided and curing etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use for L&T, ACC, Ambuja, Birla Gold, Manikgad, Rajashree etc. cement is permitted excluding M.S. or Tor reinforcement)For RCC M-300 grade slabs / Landings / Vertical Walls/ Waist Slabs / Steps for Staircase./Columns/Beams etc.

RCC in M300

Walling( Lift 0.00 to 5.00 m.)

Walling (Lift 5.00 to 10.00 m.)

Walling (Lift 10.00 to 15.00 m.)

Walling (Lift 15.00 to 20.00 m.)

Column M200 (Lift 0.00 to 5.00 m.)

Column M200 (Lift 5 to 10.00 m.)

Beam & Lintel (Lift 10.00 to 15.00 m.)

Beam & Lintel (Lift 5 to 10.00 m.)

Gallory (Lift 10.00 to 15.00 m.)

Chajja ( Lift 5 to 10 m ) (In M 200 )

Slab ( Lift 10 to 15 m )

Slab M200 ( Lift 5 to 10 m )

Item No.6

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

Item No.7

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

Item No.8

Providing and fixing in position steel bar reinforcement of various diameter for RCC pipes, caps, footings, foundation, slabs, beams, columns, canopies, staircase, newels, chajjas, lintels, pardies, copings, fins, arches, etc as per detailed designs, drawing and schedules including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required etc. complete. ( including cost of binding wire ) Tor steel.

Lift 0.00 to 5.00

Lift 5.0 to 10.00

Lift 10.00 to 15.00

Lift 15.00 to 20.00

Item No. 9

Providing second class Burnt Brick masonry with conventional /I.S.type bricks in cement mortar 1:6 in super structure including striking joints,rakingout joints,watering and scaffolding etc. Complete

B.B.Masonry in C.M 1:6

Lift 0 To 3.80 M

Lift 3.80 To 7.60 M

Item No. 10

Providing and fixing steel window of various sizes as per detailed drawing without hot dip zinc coating,without ventilators, including fabricating/ glazing with plain/obscured glass panels of approved type and quality, iron oxidised fixtures and fastenings, finishing with oil painting two coats complete (withguardbars12 mm square at 10 cm c/c.)

b) With M.S. Box frame of size 40mm x 40mm x2mm thickness all around

Item No. 11

Providing and fixing steel ventilator fully glazed partly fixed as per detailed drawing without hot dip zinc coating including fabricating glazing withplain/obscured glass panes 5mm thick and approved type and quality and iron oxidized fixtures and fastening oil paint 2coats etc. complete.

Item No. 12

Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9 mm with lock plate of 3.15 mm thickness reinforced with 35 x 3 x 5 mm angle section fitted with sliding bolts and handles for both sides, deep M.S. channel section of depth and thickness not less than 65 mm and 3.15 mm respectively with hold fast arrangements, M.S. Bracketplate 300 x 300 x 3.15 mm minimum size and shape with square bar, suspension shaft of minimum 32 mm diameter, hood cover of M.S. sheet not less than 0.9 mm thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear weel sand worms of high grade cast iron or mild steel and one coat of red lead primer etc. complete. (I.S. 62481979) (Without mechanical gear)

Item No. 13

Providing 12mm thick cement plaster in one coat in 1:4 cement mortar without neeru finish to concrete brick or stone surfaces in all positions including sculibiding and curing etc. complete ( Bd-L 5/368)

12 mm thick in C.M 1:4

Lift 0 To 3.80 M

Lift 3.80 To 7.60 M

20 mm thick in C.M 1:4 Sand Face

Lift 0 To 3.80 M

Lift 3.80 To 7.60 M

Item No. 14

Providing neeru finish to plastered surfaces in all positions including scaffolding and curing etc. complete.

Neeru finish

Lift 0 To 3.80 M

Lift 3.80 To 7.60 M

Item No. 15

Providing and laying cement concrete flooring 40mm thick with M15 cement concrete laid to proper level and slope in alternate bays including compactin, filling joints,marking lines to give the appearance of tiles of 30 cmx30 cm or other size laid diagonally/square etc finishing smooth (with extra cement) in any colour as directed and curing etc.complete.with Crushed sand VSI Grade

Item No. 16

Providing and applying washable oil-bound distemper of approved colour and shade to old and new surfaces in two coats including scaffolding, preparing the surfaces.(excluding the primer coat.) etc. complete

Lift 0 To 3.80 M

Lift 3.80 To 7.60 M

Item No. 17

Providing and applying three coats of water proof cement paint of approved manufacture and of approved colour to new plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days complete.

Lift 0 To 3.80 M

Lift 3.80 To 7.60 M

Item No. 18

Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coat of anti-corrosive paint, etc. complete as directed by Engineer-in-charge.

Item No. 19

Providing & fixing G.I. Railing having 1 M. height consisting 50x50x6mm thick M.S. angles as verticals at 1.5M c/c and additional posts at every corner with 3 rows of 25mm 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.

Item No. 20

Providing and fixing in position copper lightening conductor including copper rod of 20 mm dia as per upper terminal 1.5 M long with a knob at end and with conical spike at top, copper tape conductor 20 x 3 mm size, copper earth plate of 3 mm thick and 0.81 sqm. in area, clamps at 1 M centre to centre including, necessary excavation, laying and fixing the conductor, providing and fixing 40 mm G.I pipe upto 3 M height from ground and 0.5 M below ground including making all connections, filling the earthing pit with charcoal, salt, etc. and refilling and watering, etc. complete as per specifications laid down in relevent I.S. codes.

For Tape of 10M length

Rebate / Extra rate per metre length or part thereof over and above initial length of 10M

Item No. 21

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

Item No. 22

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.

APPROACH BRIDGE 60 RMT LENGTH

Item No. 1

Excavation in general in Soft material comprising of soft soil ,hard murum with boulders etc as required in wet or dry condition for head works including removing the excavated material upto a distance of 50m beyond area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling etc complete. Lift 0 to 1.50m.

Lift 0.00 to 1.50 m

Item No. 2

Excavation in general in hard material comprising of soft rock ,hard rock,manjara rock.etc by contrilled blasting ,chiselling as required in wet or dry condition for head works including removing the excavated material upto a distance of 50m beyond area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling etc complete.

Lift 0.00 to 1.50 m

Lift 1.50 to 3.00 M.

Item No.3

Providing and laying in situ 1:2:4 (M-150) grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering from work, compacting and curing, finishing etc. complete with initial lift of 1.50m below / above ground level.

Item No.4

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 form work, bully/steel propups, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (excluding M.S. or Tor reinforcement)

R.C.C M300 For Foundation

Lift 0.00 to 5.00

Item No.5

Providing and casting in situ C.C. of trap/ granite/ quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, from work, compaction, finishing the formed surface with CM 1:3 of sufficient minimum thickness to necessary or roughening if special finish is tobe provided and curing etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use for L&T, ACC, Ambuja, Birla Gold, Manikgad, Rajashree etc. cement is permitted excluding M.S. or Tor reinforcement)For RCC M-300 grade slabs / Landings / Vertical Walls/ Waist Slabs / Steps for Staircase.

Column ( Lift 0.00 to 5.00 m.)

Column ( Lift 5.00 to 10.00 m.)

Beam ( Lift 0.00 to 5.00 m.)

Beam ( Lift 5.00 to 10.00 m.)

Slab (Lift 5.00 to 10.00 m.)

Walling (Lift 0.00 to 5.00 m.)

Walling (Lift 5.00 to 10.00 m.)

Item No.6

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

Item No. 7

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

Item No. 8

Providing and fixing in position steel bar reinforcement of various diameter for RCC pipes, caps, foootings, foundation, slabs, beams, columns, canopies, staircase, newels, chajjas, lintels, pardies, copings, fins, arches, etc as per detailed designs, drawing and schedules including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required etc. complete. ( including cost of binding wire ) Tor steel.

Lift 0.00 to 5.00

Lift 0.00 to 5.01

Item No. 9

Providing & fixing G.I. Railing having 1 M. height consisting 50x50x6mm thick M.S. angles as verticals at 1.5M c/c and additional posts at every corner with 3 rows of 25mm 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.

Item No. 10

Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15 cm to 20cm layers including watering and compaction complete.

Item No. 11

Providing dry rubble stone pitching 23 cm (about 9 ) thick including all material, quarry spalls, labour etc. complete.

Raw WATER PUMPING MACHINERY FROM PROPOSED WTP 40.00 BHP-2Nos.

Item No.1 :- V.T. Pump Water Lubricated :-

Designing, providing, installing, commissioning & testing of water lubricated V.T. Pump, 1450 RPM, capable of discharging 52050 LPH against total head of 97 meter, column assembly 19.50 Mtr including bowl assembly, base frame, sole plate, discharge head, pressure gauges etc complete including third party inspection.(1W+1S)

Item No.2 :- V.H.S. Motor :-

Providing, erecting & giving test & commissioning of vertical hallow shaft energy efficient BEE mark TEFC motor of 40 HP confirming to IS 12615, class IE3 premium, working on 415 Volt, 3 Phase, 50 Hz, A.C. Supply & +/- 10% voltage veriation, +/-3% frequency veriation & +/-10% combined veriation with 'F' class insulation & synchronous speed of 1500 RPM

Item No.3 :- L.T.Panel Board (Main Indoor) :-

Providing, installing & testing of L.T.Panel Board industrial cubical type suitable for 40 HP (1W + 1S) with incoming & outgoing braker's, meter's, switches etc complete with third party inspection charges.

Item No.4:- Auto Transformer Starter with Air Brake Contactors 40 HP :-

Providing, fixing & testing fully automatic auto transformer starter of 40 HP (110/40/40) with Air break contactor, assembled locally with contactors of approved make in 14 SWG sheet steel fabricated, floor mounted type cubical panel suitable for operation on 380-440 volts, 3 phase, 50 Hz fitted with accessories including third party inspection charges.

Item No.5 :- Cable Work :-

Item No.5 (a) :- XLPE Armoured Cable 3 1/2 core 95 Sq.mm from MSEB Meter to Main Panel :-

Item No.5(b) :- XLPE Armoured Cable 3.5 core /50 Sq.mm from Panel to Starter :-

Supplying & erecting PVC XLPE armoured cable 3.5 core / 50 sq.mm from Panel to Starter

Item No.5(c) :- XLPE Armoured Cable 3 core /50 Sq.mm from Starter to Motor :-

Supplying & erecting PVC XLPE armoured cable 3 core / 50 sq.mm from Starter to Motor

Item No.5(d) :- Trench :-

Making a trench of suitable width and 0.9 M deep in hard murum / hard rock for laying of cables.

Item No.5 (e) :- Iron work for cable tray & for any other purpose :-

Iron work for fabrication of cable tray or for any other purpose as directed

Item No.6 :- M.S. Pipe Work :-

Fabricating, providing, laying & jointing M.S. flanged pipes & specials of suitable thickness (minimum 7mm) for delivery connections of pump as per requirement

Item No.7 :- Dismentling Joint 100 mm dia :-

Providing, erecting & commissioning M.S. dismantling joint of 200mm dia suitable for minimum working pressure 16 kg/cm2 ( for Pump-2Nos + for Flow Meter- 1 No )

Item No.8 :-CI D/F Sluice Valve Rating Class PN 1.6 :-

Providing, erecting, testing and commissioning CI D/F Sluice Valves with jointing to pipe work (including all hardware and packing) Sluice valves of 100 mm dia For PN 1.6 Rating Class with standard non rising spindle, handwheel, cap etc for pump

Item No.9(a) :-CID/F Reflux Valve Rating Class PN 1.6 :-

Providing, erecting & testing of CI D/F Reflux Valves Single Door with jointing to pipe work (including all hardware and packing) For PN 1.6 Rating Class of size 100mm dia without by pass arrangement .

Item No.9(b) :- Kinetic Air Valve 40mm dia PN 1.6 Rating :-

Providing, erecting Kinetic Double Orifice CI Air Valves with an isolating Sluice Valve mounted in horizontal position operated by wheel gear suitable for PN 1.6 rating Size 40mmdia.

Item No.10 :- Cable Enclosing RCC Pipe :-

Supplying & laying RCC hume pipe of 150mm dia for laying of cable at road crossing or for any other purpose including excavation

Item No.11 :- C.C. Block for any other purpose :-

Providing & casting (including curring) C.C.foundation block / plinth in M-150 including required excavation for any other purpose as directed.

Item No.12 :- Earthing for Pump House :-

Providing, earthing with galvanised cast iron earth plate size 60x60x0.60cm burried in specially prepared earth pit 1.5m below ground, recording the result, with brick masonary block & CI cover including providing & filling required black soil in complete pit with charcoal & salt etc complete.

Item No.13 :- G.I.Strip for Earthing :-

Supplying & erecting G.I. strip of size 25x3 mm for providing double earthing to all switch gears, LT Panel, starter & motor etc in pump house & for all equipments in Sub-Station from main earthing pit and for interconnection of all earthing pit with necessary G.I.Clamps fixed on wall / floor etc painted with bitominous paint in an approved manner as directed by Electrical Inspector.(Bridge Length ) in double run.

Item No.14:- Chain Pulley Block :-

Providing, erecting triple spur gear type Chain Pulley Block of 3 tonne capacity 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 etc complete with TPI

Item No15:- Travelling Trolley :-

Providing, erecting Travelling Trolley of 3 tonne capacity with 6 m lift, tested to 50% over load with TPI.

Item No.16 :- Full Bore Electro Magnetic Flow Meter :-

Supplying, installing and commissioning Electromagnetic Flow Meter (EMF) As Per ISO 4064, for Raw water with accuracy +/0.5% of measured value & protection as per given specifications for size 100 mm-1000mm including sensor, transmitter surge arrestor, cable GI duct if suitable size for 25 mtrs built in GSM ( with Simcard and its charges,valid for 36 months) including the pipe cutting, leveling and installation of flow meter in the pipelines with necessary tool tackles, cranes including 36 months guarantee etc complete, as may be required at site with panel cabinet.& based on technical specifications including third party inspection. Size of Flow Meter 100mm diameter

Item No.17 :- Tools :-

Supply of meters, instruments,tools & safety equipment etc complete required for day to day maintanance of Pumping machinery.

Item No. 18:- Electrification Work :-

Electrification of pump house (inside & outside) etc complete.

RAW WATER RISING MAIN FROM JACK WELL TO WTP

Item No.1

Providing D.I. pipes (push on joints pressure pipes of D. I. of following class and diameters confirming to the I. S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality ) excluding GST levied by GOI & GOM in all respect including Third party inspection charges of TPI Agency approved by MJP including Transit insurance, Railway Freight, Unloading from railway wagon,Loading into Truck, Transportation to departmental store, unloading,stacking etc. completed as directed by Engineer in charges (IS 1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or latest edition/ revision with amendments for Rubber Gaskets.

200 MM DIA D.I K-9

Item No. 2

Providing & supplying D.I / C.I / M.S specials ( 5 % of cost of pipe shall be considered percent of specials for estimate purpose.)

Item No. 3

Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pressure,stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.

150 mm dia sluice valve

80 mm dia sluice valve

Isolating Valve For Air Valve

80 mm dia sluice valve

Item No. 4

Providing and supplying at site ductile iron / Spheroidal Graphite (S.G.) iron single / Double chamber tamper proof air valve without isolating sluice valve. Valves in accordance with BSEN 1074-4 of PN 10/16 rated,with body and bonnet of ductile iron confirming to EN 1563/IS 1865 Gr. 500/7 or Gr.400/15 floats, float guide,seat ring of stainless steel 1.4436/1.4306, seat ring gasket of WRAS approved EPDM rubber (suitable for drinking water), internal fasteners of stainless steel A2. Body & Bonnet coated inside & outside with electrostatically applied epoxy powder coated blue colour (suitable for drinking water) as per DIN 30677-2 & GSK guidelines with a coating thickness of min. 250 microns. Flange connections as per IS 1538 raised face & pressure testing at manufactures works shall be done as per IS 14845. including transportation charges excluding GST levied by GOI & GOM in all respect etc. complete. (For PN 10 & 16)

80 mm dia Tamper Proof Air Valve

Item No.5

Excavation for foundation / Pipe Trenches in earth soil of all types, sand, gravel and soft murum including removing the excavated material upto a distance of 50mtrs. And lift as below stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding back filling etc. complete.

Lift 0 to 1.50 M

Average Strata

Item No.6

Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15 cm to 20cm layers including watering and compaction complete.

Lift 0 to 1.50 M

Item No.7

Lowering laying and jointing with SBR ruber gaskets C.I. S/S pipes of various classes with CI / MS specials of following diameter in proper position, grade and alignment as directed by Engineer-in-charge including conveyance of material from stores to site of work, including cost of jointing materials and rubber rings labour, etc. complete.

200 MM DIA D.I K-9

Item No.8

Hydraulic testing of C.I./D.I. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position using water supplied by the contractor.

200 MM DIA D.I K-9

Item No. 9

Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.)

150 mm dia sluice valve

80 mm dia sluice valve

Isolating Valve For Air Valve

80 mm dia sluice valve

Item No.10

Cutting and champhering of pipes of following diameters including cost of all materials and labour involved, etc. complete as directed by Engineer-in-charge (for all class of pipes).

200 MM DIA D.I K-9

Item No. 11

Providing and laying in situ 1:2:4 (M-150) grade of C.C. of trap / granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, form work, compacting and curing finishing etc complete with initial lift of 1.50m below /above ground level.

Item No. 12

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 form work, bully/steel propups, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (excluding M.S. or Tor reinforcement)

R.C.C For Thrust Blocks in M200

Item No. 13

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

Item No. 14

Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-150 concrete,150 mm thick around the air valve tee including encasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve tee, etc.complete as per type design and as directed by Engineer -in- charge for following diameters of pipe lines (type design attached)

Foundation on Murum and Harder Strata.

Up to 150 mm dia. Pipe line

Item No. 15

Providing and fixing in position M.S. Air valve boxes fabricated with 2 mm thick M.S. plate, 30 x 30 x3 mm size M.S. angle frame, concre- ting in M-150 for fixing the box in position,applying two coats of oil paint, painting chainage, locking arrangement, etc. complete as directed by Engineer-in-charge.

For Double ball air valve

Item No. 16

Providing & costructing B.B masonry valve chamber with 15 cm thick 1: 3 :6 proportion PCC bedding ,excluding excavation ,B.B masonry in C.M 1:5 proportion precast RCC frame and cover etc. complete as directed by Engineer-in-charge

Chamber size 90 X 60 cm X 150 cm

Chamber size 90 X 90 cm X 150 cm

Item No.17

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

Item No.18

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

600 mm dia. (I.D.) 8 mm thick

Item No.19

Pushing of M.S. Pipe of following dia for road crossing and railway crossing by push through method in all types of stratta by using hydraulic jack and drilling machine of required diameter , below 3.0 m depth including lowering , laying , jointing of M.S. casing pipe including cost of labour , fuel and material , required welding machinery , tripod , chain pully block , crane blower etc transportation and dewatering etc complete as directed by Engineer in charge but excluding cost of M.S. pipe

500 mm dia to 1000 mm dia pipe

Item No.20

Blast cleaning the surface of the old or new pipeline externally to remove all rust including providing sand machinery etc complete as directed by Engineer-in-charge.

Item No.21

Providing and applying of elastomeric (450% elongation),thermoplastic, fire retardant, coating skin tencile strength 18 to 21 kg/cm2, antifungal, antibacterial anticorrosive, graft co-polymer coating on external pipe lines in un laid/laid condition after proper cleaning. 50 micron DFT of self bonding grade with metal surface, 50 Micron DFT of self bonding grade with metal surface, 50 Micron DFT inner coat and 50 Micron DFT of top coat.

TRIAL RUN

Item No.1

Commisioning runing and maintaining the scheme to quantities rated capacity including manning necessary personal such as operatoter,valvemen etc as per requirnments of the schemes and who should also administer chemecal dose for a period of one month together with training a personal paired by MJP/Local body and handing over the scheme to local body after completion of the above period as directed by engineeres incharge.

Note- Required chemicals to be supplied by department free of cost and electricity bill will also be paid by department

For single village with WTP