Canal Water Based Water Supply Project for Construction of 1.50 MLD Water Treatment Plant and Other related works including Operationa and Maintenance for a period of 5 Years (Part-2) at Fatehgarh Panjtur Town, Distt. Moga, Punjab under AMRUT 2.0

Capital Works: Percentage Rate

I ) Civil works :

Canal intake :

Raw water transmission main :

Raw water S & S tank :

Raw water sump and Pumping station :

Water Treatment Plant

Chlorine Contact Tank :

Clear water reservoir : ( CWR )

Clear water transmission main :

Distribution line within WTP premises :

II ) Mechanical Works :

Intake Pumping Station

Raw Water Pumping Station including Floating Arms

Clear Water Pumping Station

III ) Electrical,Instrumentation & SCADA works :

Intake Pumping Station

Raw Water Pumping Station

Clear Water Pumping Station

Sub-Station for Raw & Clear water Pumping Station and WTP

SCADA for Intake, Raw Water & Clear Water Pumping Station, WTP & Sub-Station

PART D : 5 Years' Operation and Maintenance

Earthwork in excavation :

Earthwork in excavation for storage and sedimentation tanks,high level tanks,filter beds,clear water reservoirs,pump houses,sumps,screening chambers and other similar works having straight or open cuttings in foundation trenches etc. with 3D Excavator,JCB including manuially dressing of bed,trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineer-in-charge, including dressing of bottom and sides of trenches,stacking the excavated soil clear from the excavation and subsequent filling around plinth/structures including watering,dressing and disposal of surplus soils as directed upto 15 metre complete in all respects.

Extra depth excavation :

Rate for loading :

Rate for loading into wagons,trucks or boats within 15 metres lead.

Carriage of Earth :

1 st chain of 30 meters (0 - 30 m)

2 nd and 3 rd chain,per chain of 30 meters.

For subsequent chain per chain of 30 meters up to 0.50 km

Cement concrete 1:2:4

Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in foundation and plinth.

Shuttering :

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or Battering.)

C / shuttering :

Centering and shuttering for faces of walls,partitions,retaining walls and the like (vertical or battering) including attached pilasters,buttertsses etc.

C / shuttering :

Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc.

Steel :

Cold twisted deformed (Ribbed/Tor Steel Bars) Fe 500 grade as per IS 1786-2008 for RCC works,where not including in the complete rate of RCC including bending and placing in position complete.

PVC Foot Steps :

Providing orange colour safety footrest of minimum 6 mm. thick plastic encapsulated as per IS : 10910 on 12 mm. dia.steel bar conforming to IS : 1786 having minimum cross section as 23 mm. x 25 mm. and over all minimum length 263 mm. and width as 165 mm.with minimum 112 mm.space between protured legs having 2 mm.tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm.as per stanard drawing and suitable to withstand the bend rest and chemical resistance test asper specifications and having manufactureers permanent identification mark to be visible even after fixing ,including fixing in manholes with 230 x 150 x 75 cm. cement concrete block 1:2:4 ( 1 cement : 2 sand : 4 stone aggregate) complete as per design.

RCC Manhole cover with frame :

Providing & fixing 560 mm.,500 mm and 450 mm.i/d.circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS : 12592 -2002,including carriage from the atores of the Engineer -in -charge to site of work,loading,unloading,including stacking and setting the same to correct lines over manholes,including cement concrete copping ( M-20) around the frameetc.Dia. of steel for lifting hook is 16 mm.( for EHD and HD)

Sluice Valve :

Providing & fixing C.I./D.I.Flanged end,stem of SS (AIS 1410) and Bronge (gunmetal) working parts Sluice Valves ISI marked 14846-2000 including jointing,testing & cost of Nut,Bolt & Insertion sheet all carriage complete.(with the approval of Enginner-in-charge.)

Sluice Valves flanged.(mm.i/d)

D / F Pipe :

Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Double Flanged Pipes with screwed,flanged as per IS : 8329 - 2000,Class K -9 and laying the same in trenches to correct alingnment and gradients,jointed with nut bolts and rubber insertion joints fitted complete including all cartage.

Pipe lines laid complete.

CI-D Joint :

Supplying and fixing of ISI Marked CI D - Joint ( completewith nut,bolts & rubber ring) as per IS 8794 for repair of pipe line,including,cutting,jointing and testing etc.but excluding cost of excavation complete

GI Pipe : ( Rising pipe for Valve Operation)

Providing,laying,jointing,fixing and testing ISI Marked G.I.Pipe ( as per IS 1239 ) B -Class,including cost of specials ( such as tees,bends,sockets,elbows,etc.) painting with anti corrosive bitumastic paint,testing,cutting,threading Inside building complete.

Diff.in Rates of Materials :

Bajri :

Coarse sand :

Steel

Carriage of Materials :

Bajri :

From Mirthal 160 km

Coarse sand :

From Lohand Khad 183 km

CSR Items amount : ( Rs.)

Add 5.35 % addition over CSR Items amount : (Rs)

CSR Items amount + 5.35 % addition : ( Rs.)

Puddle Collar :

NS RUIDP SOR 2022-23 Code No. 19.63

200 mm.dia.

NON CSR Items amount : ( Rs.)

G.Total : ( Rs.)

Excavation : ( Manually)

Excavation manually in trenches for pipe lines with straight or open cutting in streets and lanes in builtup area where width of street / Lane from wall to wall is less than 3 meter including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. Providing & fixing caution boards, watching, fencing, etc. and removal of surplus soil from the site upto 15 meter distance complete in all respects.

Excavation : (Mech.)

Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect.

DI K-7 Pipes :

Pipe lines laid complete.

DI Specials :

Supplying & laying D.I. specials / fittings as per IS :9523-2000 (ISI marked with prior approval of Engineer-in-Charge ) class K-12 suitable for tyton joint with external bitumen coating and inside cement mortar lining,scaffolding,tools and plants,ropes,guys,etc.Complete in all respects.

Steel :

Cold twisted deformed (Ribbed/Tor Steel Bars) Fe 500 grade as per IS 1786-2008 for RCC works,where not including in the complete rate of RCC including bending and placing in position complete.

Difference Rates :

Bajri :

From Mirthal 160 km

Coarse sand :

From Lohand Khad 183 km

Steel

Carriage of Materials :

Bajri :

From Mirthal 160 km

Coarse sand :

From Lohand Khad 183 km

CSR Items amount : ( Rs.)

Add 5.35 % addition over CSR Items amount : (Rs)

CSR Items amount + 5.35 % addition : ( Rs.)

Excavation :

Earthwork in excavation for storage and sedimentation tanks,high level tanks,filter beds,clear water reservoirs,pump houses,sumps,screening chambers and other similar works having straight or open cuttings in foundation trenches etc. with 3D Excavator,JCB including manuially dressing of bed,trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineer-in-charge, including dressing of bottom and sides of trenches,stacking the excavated soil clear from the excavation and subsequent filling around plinth/structures including watering,dressing and disposal of surplus soils as directed upto 16 metre complete in all respects.

Rate for loading :

Rate for loading into wagons,trucks or boats within 15 metres lead.

Carriage of Earth :

1 st chain of 30 meters (0 - 30 m)

2 nd and 3 rd chain,per chain of 30 meters.

For subsequent chain per chain of 30 meters up to 0.50 km

Cement concrete 1:2:4

Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in foundation and plinth.

Shuttering : ( Raft foundation)

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering.)

C / shuttering : ( Walls)

Centering and shuttering for faces of walls,partitions,retaining walls and the like (vertical or battering) including attached pilasters,buttertsses etc.

Up to 4.0 m.height :

C /shuttering : (Platform slab for operation of Manual screen)

Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc.

Steel :

Cold twisted deformed (Ribbed/Tor Steel Bars) Fe 500 grade as per IS 1786-2008 for RCC works,where not including in the complete rate of RCC including bending and placing in position complete.

Safety foot rest :

Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230 x150 x75 cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design.

MS Railing for Operation platform Bar screen :

Providing and fixing stair case railing made out of M.S. Square bars 20x20m as vertical cost 0.70 metre high fixed with M.S. Base plate of 40mx40mmx6mm and flat iron 40mmx6mm as hand rail complete in all respects.

Sluice Valve :

Providing & fixing C.I./D.I.Flanged end,stem of SS (AIS 1410) and Bronge (gunmetal) working parts Sluice Valves ISI marked 14846-2000 including jointing,testing & cost of Nut,Bolt & Insertion sheet all carriage complete.(with the approval of Enginner-in-charge.)

Sluice Valves flanged.(mm.i/d)

D / F Pipe :

Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Double Flanged Pipes with screwed,flanged as per IS : 8329 - 2000,Class K -9 and laying the same in trenches to correct alingnment and gradients,jointed with nut bolts and rubber insertion joints fitted complete including all cartage.

Pipe lines laid complete.

CI-D Joint :

Supplying and fixing of ISI Marked CI D - Joint ( completewith nut,bolts & rubber ring) as per IS 8794 for repair of pipe line,including,cutting,jointing and testing etc.but excluding cost of excavation complete

GI Pipe : ( Rising pipe for Valve Operation)

Providing,laying,jointing,fixing and testing ISI Marked G.I.Pipe ( as per IS 1239 ) B -Class,including cost of specials ( such as tees,bends,sockets,elbows,etc.) painting with anti corrosive bitumastic paint,testing,cutting,threading Inside building complete.

Diff. Rates of materials :

Bajri :

From Mirthal 160 km

Coarse sand :

From Lohand Khad 183 km

Steel

Extra rate for OPC Cement

Carriage of materials :

Bajri :

From Mirthal 160 km

Coarse sand :

From Lohand Khad 183 km

CSR Items amount : ( Rs.)

Add 5.35 % addition over CSR Items amount : (Rs)

CSR Items amount + 5.35 % addition : ( Rs.)

Puddle Collar :

NS RUIDP SOR 2022-23 Code No. 19.63

200 mm.dia.

NON CSR Items amount : ( Rs.)

G.Total : ( Rs.)

Earthwork excavation :

Earthwork in excavation for storage and sedimentation tanks,high level tanks,filter beds,clear water reservoirs,pump houses,sumps,screening chambers and other similar works having straight or open cuttings in foundation trenches etc. with 3D Excavator,JCB including manuially dressing of bed,trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineer-in-charge, including dressing of bottom and sides of trenches,stacking the excavated soil clear from the excavation and subsequent filling around plinth/structures including watering,dressing and disposal of surplus soils as directed upto 15 metre complete in all respects.

Extra depth excavation :

Excavation in Soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting,trimming bottom and side slopes,in accordance with requirements of lines,grades and cross sections with all lifts and lead up to 30 m.

Loading by Mechanical means :

Rate for loading into wagon,Trucks or boats within 15 meters lead.

Carriage of Earth : ( Balance earth Qty)

1 st chain of 30 meters (0 - 30 m)

2 nd and 3 rd chain,per chain of 30 meters

For subsequent chain per chain of 30 meters up to 0.50 km

Cement concrete 1:2:4

M-30 : Plinth level

Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in foundation and plinth.

M-30 : Plinth level > 4.0 m

Extra for RCC / PCC work done above 4 meters height ( where any single storey exceeds 4 meters in height ) for every additional height of 1 metres or part thereof.

Shuttering : ( Raft foundation)

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering.)

C / Shuttering : ( Walls)

Centering and shuttering for faces of walls,partitions,retaining walls and the like (vertical or battering) including attached pilasters,buttertsses etc.

C / Shuttering > 4.0 m.height : ( Walls)

Extra rate for shuttering work done above 4 meters height ( where any single storey exceeds 4 meterzs in height0 for every additional height of 1 metres or part thereof.

C / Shuttering : (Columns)

Centering and shuttering for columns ( Square or rectangular or poly gonal in plan)

C / Shuttering > 4.0 m.height : ( Columns)

Extra rate for shuttering work done above 4 meters height ( where any single storey exceeds 4 meterzs in height0 for every additional height of 1 metres or part thereof.

C / Shuttering > 4.0 m.height : ( Columns)

C / Shuttering : (Slab)

Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc.

Steel :

Cold twisted deformed (Ribbed/Tor Steel Bars) Fe 500 grade as per IS 1786-2008 for RCC works,where not including in the complete rate of RCC including bending,binding and placing in position complete.

PVC Foot Steps :

Providing orange colour safety footrest of minimum 6 mm. thick plastic encapsulated as per IS : 10910 on 12 mm. dia.steel bar conforming to IS : 1786 having minimum cross section as 23 mm. x 25 mm. and over all minimum length 263 mm. and width as 165 mm.with minimum 112 mm.space between protured legs having 2 mm.tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm.as per stanard drawing and suitable to withstand the bend rest and chemical resistance test asper specifications and having manufactureers permanent identification mark to be visible even after fixing ,including fixing in manholes with 230 x 150 x 75 cm. cement concrete block 1:2:4 ( 1 cement : 2 sand : 4 stone aggregate) complete as per design.

RCC Manhole cover with frame :

Providing & fixing 560 mm.,500 mm and 450 mm.i/d.circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS : 12592 -2002,including carriage from the atores of the Engineer -in -charge to site of work,loading,unloading,including stacking and setting the same to correct lines over manholes,including cement concrete copping ( M-20) around the frameetc.Dia. of steel for lifting hook is 16 mm.( for EHD and HD)

Diff.rates of materials :

Bajri :

From Mirthal 160 km

Coarse sand :

From Lohand Khad 183 km

Steel

Extra rate for OPC Cement

Carriage of materials :

Bajri :

From Mirthal 160 km

Coarse sand :

From Lohand Khad 183 km

Total : (Rs.)

Add 5.35 % on CSR Items amount : (Rs)

G.Total : (Rs.)

Brick masonary work (1:5) : ( H = 4.0 m)

First class burnt brick work laid in cement sand mortar 1:5 in first storey up to 4 metres above plinth level.

Brick masonary work (1:5) : ( above 4.0 m.height) ( 4.0 - 6.0 m )

Brick masonary work (1:5) : ( above 4.0 m.height) ( 4.0 - 6.0 m )

Cement concrete 1:2:4

Damp proof course 4 cm. thick of cement concrete 1:2:4 with two coats of bitumen 20/30 penetration at 1.65 kg per sqm.laid hot and sanded.

Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixture as per IS : 1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in superstructure.

Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixture as per IS : 1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in superstructure.

Extra height Concrete :

Extra for RCC / PCC work done above 4 meters height ( where any single storey exceeds 4 meters in height ) for every additional height of 1 metres or part thereof.

Above 4.0 m.height : ( 4.0 - 5.0 m)

Above 4.0 m.height : ( 5.0 - 6.0 m)

Steel :

Cold twisted deformed (Ribbed/Tor Steel bar) Bars Fe 500 grade as per IS : 1786-2008, for R.C.C. works,where not including in the complete rate of R.C.C. including bending and binding,placing in position complete.

C / Shuttering : (Columns)

Centering and shuttering for columns ( Square or rectangular or poly gonal in plan)

C / Shuttering > 4.0 m.height : ( Columns)

Extra rate for shuttering work done above 4 meters height ( where any single storey exceeds 4 meterzs in height0 for every additional height of 1 metres or part thereof.

C/shuttering :

Centering and Shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. :

Extra rate for shuttering work done above 4 meters height ( where any single storey exceeds 4 meterzs in height0 for every additional height of 1 metres or part thereof.

C / Shuttering > 4.0 m.height :

C/shuttering : ( Lintels)

Centering and Shuttering for sides and soffits of beam,beams,launchings,girders,bressumers,lintels.

CP 12.5 mm.thk. : (1:4)

12.5 mm.thick cement plaster 1:4.

CP 12.5 mm.thk. : (1:2)

12.5 mm.thick cement plaster 1:2 .

White washing :

White washing (Three coat)

Preparation of plastered surface :

Prepartion of plastered surfaces for distempering including surface,applying filling with approved quality filler consisting of plaster o Paris and chalk mitti,including finishing the surface to the required finish complete.

Distempering :

Distempering with dry distemper of approved manufacture two or more coats over one priming coat to give an even shade.

Oil Bound Distemper :

Distempering with Acrylic washable oil bound distemper (of approved manufacture) two or more coats over one priming coat to give an even shade.

Earth filling under floors :

Ironite flooring:

50 mm.thick ironite ( Metallic floor hardner to be mixed with Granolithic topping for heavy duty floors ) floor consisting of 40 mm.thick cement concrete 1:2:4 base and top layer 10 mm. thick laid with one part of ironite and grey cement mixed together in the ratio of 1:4 by weight to two parts of hard granite chippings 6 mm gauge by volume finished smooth with hard rubbing.

CC 1:4:8 Base for Ironite flooring:

Cement concrete 1:4:8

Steel windows and Ventilators :

Supplying openable steel windows of stanard rolled steel Z-sections, joints mitred and electrically flash welded with iron fittings including necessary iron handles,Peg-stay catchers,bolts,iron plugs and pressed steel projected hinges and glazing clips,complete ( Excluding glazing) and finished with two coats of ready mixed paint red lead non setting primer.

Fixing :

Fixing steel windows in walls with lugs,embedded in 15 cm x 12 cm x 7.5 cm. of cement concrete block of 1:2:4 mix,including,cost of cement concrete for lugs.

Glass panes :

Supplying and fixing glass panes with glazing clips and special metal sash putty of approved make.

Doors Shutter :

Aluminium Fittings :

Cost of Aluminium fittings complete for doors,windows such as tower bolts,handles,Stoppers and screw etc.for these fittings.(Excluding sliding bolt)

Steel Chowkats :

Supplying Pressed steel sheet frames (chowkhat) consisting of 18gauge (1.25 mm thick steel sheet of the specified section, including iron lugs (hold fast) iron hinges conforming to PWD specification including bolts for fixing stops lock notch provision for receiving tower bolts and finished with 1 primer coat approved quality, fixed in position excluding the cost of cement concrete 1:3:6 for fillings in the frame and cement concrete 1:2:4 for lugs complete.

Rolling Shutter :

Parapet Wall :

115 mm. thick brick wall laid in cement sand mortar 1:4 without reinforcement in superstructure.

CC 1:2:4 : ( Coping )

Cement concrete 1:2:4

CC gola :

Cement concrete 1:2:4 gola 10 cm.x 10 cm. concave quadrant along junction of roofs with parapet wall finished smooth,where specially specified.

Top Khurra :

Top khurra 0.6 m. x 0.6 m. for rain water pipe in 25 mm.thick cement concrete 1:2:4 over 50 mm.thick cement concrete 1:8:16.

Bottom Khurra :

Bottom Khurra on ground 1.2 m x 0.6 m consisting of bricks on edge laid in cement mortar 1:3 over 7.5 cm.cement concrete 1:8:16, including 12.5 mm. thick cement plaster 1:3

Drip Course :

Providing 75 mm.first class brick drip course at junction of roof and walls laid in cement sand mortar 1:4 including dressing of bricks.

Dry Brick edge paving :

Dry brick on edge paving sand grouted over 50 mm. thick earth and mud plaster.

CI Rain water pipes :

Providing and fixing cast iron 100 mm dia, rain water pipe with screw and wooden plugs fixed on wall-face, including filling joints with spun yarn and cement mortar 1:2 excluding head and shoe etc.

CI head :

Providing and fixing cast iron head for rain water pipe on wooden plugs fixed on wall-face including filling the joints with spun yarn and cement mortar 1:2.

CI shoes :

Providing and fixing cast iron shoe for rain water pipe on wooden plugs fixed on wall face including filling the joints with spun yarn and cement mortar 1:2.

Embedding of CI Rain water pipes :

Embedding 100 mm.C.I.rain water pipe non-pressure I.S.I. Mark pipe in cement mortar during masonary work.

Excavation :

Earthwork in excavation of foundations of bridges,culverts,building including handling of materials with combined lead of 15 metres dressing of bed and sides stacking the excavated soil clear from the edge of excavation and subsequent filling around

Cement concrete 1:2:4

M-30 : Plinth level

Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in foundation and plinth.

Steel :

Cold twisted deformed (Ribbed/Tor Steel Bars) Fe 500 grade as per IS 1786-2008 for RCC works,where not including in the complete rate of RCC including bending,binding and placing in position complete.

Brick Masonary work in cm 1:5 : (plinth level)

First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth.

Difference rates of materials :

Bajri :

From Mirthal 160 km

Coarse sand :

From Lohand Khad 183 km

Bricks : ( / 1000 nos)

Steel

Extra rate for OPC Cement

Carriage of materials :

Bajri :

From Mirthal 160 km

Coarse sand :

From Lohand Khad 183 km

Total : (Rs.)

Add 5.35 % on CSR Items amount : (Rs)

G.Total : (Rs)

Excavation :

Excavation in Soil ( any type) using hydraulic Excavator CK 90 with hydraulic excavator of 0.90 cum bucket capacity,including,cutting,trimming bottom and side slopes,in accordance with requirements of lines,grades and cross sections,including all lifts and combined lead up to 30 m.

Cement concrete 1:2:4

Reeinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS : 1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth

Steel :

Cold twisted deformed (Ribbed/Tor Steel bar) Bars Fe 500 grade as per IS : 1786-2008, for R.C.C. works,where not including in the complete rate of R.C.C. including bending and binding,placing in position complete.

Shuttering :

Shuttering for faces of concrete foundations and foundation beam & plinth beam ( vertical or battering )

C / shuttering : ( Columns)

Centering and Shuttering for columns ( square or rectangular or poly gonal in plan)

C / shuttering : ( Beams)

Centering and Shuttering for columns ( square or rectangular or poly gonal in plan)

115 mm.thk.BBM :

115 mm. thick brick wall in cement sand mortar 1:4 without reinforcement in superstructure.

CP 20 mm.thk. :

20 mm.thick cement plaster 1;4 in two coat work

White wash :

White washing ( Three coat)

Dry distemper :

Distempering with dry distemper of approved manufacture two or more coats over one priming coat to give an even shade

Sliding Shutters :

Providing and fixing G.I. Sheet 0.80mm thick sliding shutters with 40mmx40mmx6mm angle iron frame with diagonal braces 3.15mm gusset plates at the junctions, hooks at top and 25mm dia pulleys at bottom and 40mmx40mmx25mm dia pulleys at bottom and 40mx40mmx6mm angle iron top and bottom guides including locking arrangement with handles etc. complete.

Diff.in Rates of materials :

Bajri :

From Mirthal 160 km

Coarse sand :

From Lohand Khad 183 km

Bricks :

From Moga

Steel

Extra rate for OPC Cement

Carriage of Materials :

Bajri :

From Mirthal 160 km

Coarse sand :

From Lohand Khad 183 km

Fine sand : 25 km

CSR Items amount : ( Rs)

Add 5.35 % on CSR Items amount : (Rs)

Total : CSR Items amount + 5.35 % addition : Rs.

Barbed wire fencing :

1.2 Meter High G.I.Barbed Wire fencing

1.2 metre high G.I. barbed wire fencing with 1.8 metre angle iron posts 40x40x6mm placed every 3 metres centre to centre,every 15th post,end post,corner post,suitably strutted and provided with 9 horizontal lines and two diagonals interwoven with horizontal wires fixed with GI staples,turn buckles etc.complete as per technical clause 807 of MORT&H specifications

NON CSR Items amount : ( Rs)

G.Total : (Rs.) ( CSR Items amount + 5.35 % addition + Non - CSR Items amount )

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Excavation : ( Manually)

Excavation manually in trenches for pipe lines with straight or open cutting in streets and lanes in builtup area where width of street / Lane from wall to wall is less than 3 meter including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. Providing & fixing caution boards, watching, fencing, etc. and removal of surplus soil from the site upto 15 meter distance complete in all respects.

Excavation : (Mech.)

Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect.

DI K-7 Pipes :

Pipe lines laid complete.

DI Specials :

Supplying & laying D.I. specials / fittings as per IS :9523-2000 (ISI marked with prior approval of Engineer-in-Charge ) class K-12 suitable for tyton joint with external bitumen coating and inside cement mortar lining,scaffolding,tools and plants,ropes,guys,etc.Complete in all respects.

D / F Pipe :

Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Double Flanged Pipes with screwed,flanged as per IS : 8329 - 2000,Class K -9 and laying the same in trenches to correct alingnment and gradients,jointed with nut bolts and rubber insertion joints fitted complete including all cartage.

Pipe lines laid complete.

Scour Valve :

Providing & fixing C.I./D.I.Flanged end,stem of SS (AIS 1410) and Bronge (gunmetal) working parts Sluice Valves ISI marked 14846-2000 including jointing,testing & cost of Nut,Bolt & Insertion sheet all carriage complete.(with the approval of Enginner-in-charge.)

Sluice Valves flanged.(mm.i/d)

Valve chambers :

Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department.

Diff.rates of materials :

Bajri :

From Mirthal 160 km

Coarse sand :

From Lohand Khad 183 km

Bricks :

From Moga

Steel

Carriage of materials :

Bajri :

From Mirthal 160 km

Coarse sand :

From Lohand Khad 183 km

Fine sand : 25 km

CSR Items amount : (Rs.)

Add 5.35 % over CSR Items amount : (Rs.)

Total : ( Rs)

Air Valve :

NS Based on PHED Rajasthan 2023 Code no.6.6

Class PN 1.0

NON CSR Items amount : (Rs.)

G.Total : (Rs.)

Rs.Lakh :

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Excavation :

Cement concrete 1:2:4

Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in foundation and plinth.

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or Battering.)

Centering and shuttering for sides and soffits of beam,beams,launching girders,bressumers,lintels.

Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc.

Steel :

Providing and fixing stair case railing made out of M.S. Square bars 20x20m as vertical cost 0.70 metre high fixed with M.S. Base plate of 40mx40mmx6mm and flat iron 40mmx6mm as hand rail complete in all respects.

Diff.rates of materials :

Bajri :

From Mirthal 160 km

Coarse sand :

From Lohand Khad 183 km

Steel :

Carriage of materials :

Bajri :

From Mirthal 160 km

Coarse sand :

From Lohand Khad 183 km

CSR Items amount : (Rs.)

Add 5.35 % over CSR Items amount : (Rs.)

Total : ( Rs)

Earthwork excavation :

Earthwork in excavation for storage and sedimentation tanks,high level tanks,filter beds,clear water reservoirs,pump houses,sumps,screening chambers and other similar works having straight or open cuttings in foundation trenches etc. with 3D Excavator,JCB including manuially dressing of bed,trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineer-in-charge, including dressing of bottom and sides of trenches,stacking the excavated soil clear from the excavation and subsequent filling around plinth/structures including watering,dressing and disposal of surplus soils as directed upto 15 metre complete in all respects.

Extra depth excavation :

Excavation in Soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting,trimming bottom and side slopes,in accordance with requirements of lines,grades and cross sections with all lifts and lead up to 30 m.

Loading by Mechanical means :

Rate for loading into wagon,Trucks or boats within 15 meters lead.

Carriage of Earth : ( Balance earth Qty)

1 st chain of 30 meters (0 - 30 m)

2 nd and 3 rd chain,per chain of 30 meters

For subsequent chain per chain of 30 meters up to 0.50 km

Cement concrete 1:2:4

Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in foundation and plinth.

Extra for RCC / PCC work done above 4 meters height ( where any single storey exceeds 4 meters in height ) for every additional height of 1 metres or part thereof.

6.0 - 7.0 m ( Jack pully coloumns)

2.5 sq. mm8Brass Gland for Aluminium cable 2/3/4 core size 6 sq. mm9Brass Gland for Aluminium cable 2/3/4 core size 10 sq. mm(viii)9Brass Gland for Aluminium cable 2/3/4 core size 70 sq. mm34.38 A”Supply and erection of heavy duty aluminium thimbles/lugs for cable end termination duly crimped including making necessary connections completely:-,Aluminium thimble cable Core size 4 - 6sq.mm*Aluminium thimble cable Core size 70 sq.mmC. Earthing: 34.13 (xiv)Ÿ
Earthing with G.I. wire/ rope in G.I. pipe partly recessed and partly on surface complete with 150cm long 50mm dia. G.I. earth pipe (Cutting threads and 36 Nos. holes, 1cm dia. To make a mesh around the GI Pipe) and with G.I. reducing socket including erection of the same, 10.50 metre (34.44 feet) below ground level with 20Kg. charcoal & salt mixture etc., up to 14 metre in length (including boring & refilling).‰Earthing with 7/14 S.W.G. (7/2.18mm dia.) G.I. rope in 20mm dia G.I. pipe with G.I. reducing socket 50mm x 20mm (upto 14 Metre in length) 34.13 (xv)l
Earthing earth rod 20 mm dia for providing earth connections upto line earth with G.I. Wire 8 S.W.G. (4mm dia.). The rod shall be tapered at one end and flatted on other end. The hole size 10mm dia shall be drilled on the flatened side for facilitating connection with G.I. wire and thimble etc. The rod shall be erected in ground upto complete length vertically:-(c)$GI Earth rod 20 mm dia., 6 mtr. Long 34.13 (xx)WBonding to existing earth with 8S.W.G. (4mm dia) G.I. wire fixed with stapples on wall.D.=Wiring, Lighting & Accessories (for Panel room, Pump House): < HRECESSED HGW CONDUIT PIPE WIRING SYSTEM WITH FLUSH PIANO TYPE SWITCHES :fWiring in PVC insulated copper conductor single core FR cable (ISI marked) overall 1.5sq. mm, 1100 volts grade to be laid in heavy gauge welded conduit pipe 20 mm./25 mm. dia.(1.6 mm. thick) ISI Marked reccessed in wall etc., complete with powder coated/anodised concealed metal boxes (1.6mm thick with Brass lugs) required for having (Flush/ Piano type accessories) Step type electronic fan regulators 100watts ( socket size), bell push, 5Pin 6Amp. sockets (4Module Box), 16Amp. universal sockets (6Module Box), 6/16/20 Amp. Switches etc. and covered with brown bakelite white glazed translucent backside painted sheet 3 mm.thick etc. PVC connector (For Fan Box and Call Bell), PVC Bush, Steel Hooks, Sheet metal fan box (1.6mm thick shape hexagonal), CI Circular junction Boxes (Four way 1.5" deep for walls and 3" deep for ceiling), bonding to earth with PVC insulated copper conductor single core FR cable (ISI marked) 1sq. mm, 1100 volts grade (For 6Amp. wall socket & plug control point) and other petty material etc., including the cost of above material, cutting and filling up of chases (with finishing the surface):-(i) bWiring fan point (With fan box)Wiring light pointWiring 6Amp. Wall socket point(vi))Wiring 16/20Amp. Power plug control point 34.09 (xiii)ÿSupply and erection of PVC insulated PVC sheathed (3 core) round flexible wire with copper conductor (FR) cable (ISI marked) confirm to IS:694/1990 left bare in pipe or casing of suitable size complete in all respect as desired by the Engineer-in-charge:-(c.)(Overall size 2.5sq.mm (50/0.25mm), 3CoreDSHEET METAL DOUBLE DOOR DISTRIBUTION BOARD FOR MCB's/RCBO's/ RCCB's:KSupply and erection of sheet metal double door Phase segregated distribution boards IP 43-IK09 metal door (dust protected) as per IS:8623-1&3, IEC 61439-1&3 suitable for flush mounting with fully insulated copper busbars, shrouded neutral bars, earth bars, cement spill protector, color-coded interconnecting wire set, cable ties, blanking plates and circuit identifications label and of required no. of ways for mounting miniature circuit breakers/ RCBO's/ RCCB's in the distribution board (For SP&N distribution board with rovision DP MCB's/ RCCB's/ RCBO's as incomer and SP MCB's as outgoings and for TP&N horizontal distribution board with provision TPN/ FP MCB's/ RCCB's/RCBO's as incomer and SP MCB's as outgoings) as per PWD General Specifications including connections with suitable size of thimbles and bonding to existing earth etc.5SP&N Double Double Door Distribution Board 8 way each34.16 AMINIATURE CIRCUIT BREAKERS:Ï
Supply and erection of Miniature Circuit Breaker MCB's for circuit protection against overload and short circuit current fault suitable for 240/ 415 volts 50cycles AC supply with breaking capacity of 10KA, Curve-C and low watt losses as per IS/IEC 60898-1, energy limitation class-3, true contact indication, label holder facility in the existing MCB distribution board as per PWD General Specifications including connections with suitable size of thimbles/lugs:-(MCB Single Pole 6-32amp. (10KA, Curve-C)(MCB Double Pole 6-32amp. (10KA, Curve-C) 34.29 B %Single Arm Brackets for GI Pipe Pole:~
Supply and erection of GI pipe 40mm dia (A-class) Single arm bracket of suitable length give a total overhang at a tentative angle of 100/105 deg., the bracket should be fixed on top of the GI pipe pole having top outer dia. 80mm/100mm with GI reducer of suitable size with two coats of an approved aluminium paint complete in all respect approved by Engineer- in -charge at site:-=Single Arm Bracket 1 metre Long with G.I. Reducer 80mm x 40mmE.Outdoor Lighting:3-STEPPED STEEL TUBULAR POLE:Ó
Supply and erection of 3-Stepped steel tubular swaged and welded pole (410-SPMpa) of suitable length confirming to IS: 2713- (PART-II)-1980 (Steel tubes confirming to IS: 1161-1979, UTS 42 kgf/ Sq.mm) to fix up to a required planting depth below ground level in a hole of excavation about 45 cm dia. and suitable depth to fill up to 15 cm below G/L with 1:2:4 cement concrete mixture including painting of pole with two coats of approved aluminium paint as required:-|
Overall length 7 metre, with planting depth 1.25 metre, length of sections 4 metre, 1.5 metre and 1.5 metre (Bottom, Middle and Top respectively), Outer dia and thickness of sections 114.3mm x 4.5mm, 88.9mm x 4.05mm and 76.1mm x 3.25mm (Bottom,Middle and Top respectively) with approximate weight 73 kg. (410 SP-2) and base Plate weight 7.5 kg. of size 12mm thick about 30 cm dia.CEMENT CONCRETE MUFFS:ˆ
Making of cement concrete muff of overall size 450mmdia., suitable length (15cm below ground level) with 1:2:4 cement concrete mixture. The muff is to be made around the steel tubular pole/ GI pipe pole. The outer surface of the muff shall be finished with 1:2 cement plaster with two coats of white snowcem complete in all respect as approved and desired by the Engineer in- Charge at site:-:Cement Concrete Muff of Overall Size 450mm dia., 45cm long34.29 CFSINGLE/ DOUBLE/ TRIPLE/ FOUR/ SIX ARMS BRACKET FOR STEEL TUBULAR POLE:kSupply and erection of G.I. Pipe 50mm dia. (Medium) Single/ Double/ Triple arm bracket of suitable length welded with MS canopy 80mm inner dia., outer dia 89.5mm (Medium), 450mm long suitable for 3 stepped steel tubular swaged and welded pole with top outer section dia. 76.1mm. The MS canopy should have 3no. holes for fixing the bracket at the top end of the pole with the help of 3Nos.½" x 1½" size nut bolt fully threaded. The bracket should have MS sheet (1.62mm thick) ring of 89.5mm dia. for covering the top end of the canopy. The MS canopy and GI bracket should be welded at tentative angle 105º (105 degree) inclination with MS sheet 5mm thick triangular in shape having dimensions 225/300/375mm x 150mm x 5mm thick (225mm for 1.5m, 300mm for 2m & 375mm for 2.5m long bracket) with two coats of an approved aluminium paint as desired by Engineer-in-charge at site:-@Single Arm Bracket 1 metre Long for Steel Tubular Pole (7 to 8m)%PVC, HDPE PIPES & PVC FLEXIBLE PIPES:é(ISI marked) as per IS9537:Part-III & HDPE pipes (ISI marked) as per IS:4984:1995 for wiring purposesincluding bends, junction boxes, Steel hooks, M.S. saddle clamps and other petty materials etc., as per PWD General Specifications:-(x)0Heavy Gauge PVC Conduit Pipe 25mm dia. (Flushed) 34.33 (vii)'Supply and erection of SMC Junction Box (Glass Fibre reinforced polyester sheet moulding compound) confirm to IS:14772 (Recessed/ On surface), robustly constructed, safe & shock proof, rust & tamper proof of suitable inner & outer dimensions with ± 10% tolerance in size & hinged water tight cover with locking arrangement having 1No. terminal strip with 4Nos. terminals & 1No. Single pole MCB of required capacity fixed on din bar (Din Bar Provision for 2Nos. MCB's) complete in all respect as approved and desired by the Engineer In-Charge at site:-#'-½SMC Junction Box (Glass Fibre reinforced polyester sheet moulding compound) confirm to IS:14772, inner dimensions 140mm x 140mm x 95mm with hinged water tight cover with locking arrangement 34.09 (xii)
Supply and erection of PVC insulated PVC sheathed FR (2Core) round flexible wire with copper conductor cable (ISI marked) confirm to IS:694/1990 left bare in pipe or on surface with cleats of suitable size complete in all respect as desired by the Engineer-in-charge:-= P (Overall size 1.5sq.mm (48/0.20mm), 2CoreÿAdd 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-20230"!# HT System:RUIDP ISOR 2023, 72.4/
Supply & Installation of D.P. Structure With AIR BREAK SWITCH having following specifications A, B, C, D, E. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . A) Double pole structure on 2 no ISMB ( I beam ) of size 150 x 75 mm, 10 mtr length using 7 no MS channel each of size 100 mm x 50 mm x 2500 mm complete in all respect with nuts, springs washers, clamps as required. B) Off load type gang operated 3-pole vertical flute type switch suitable for 11KV ; 400A ,3-ø, central post rotating double break isolator complete with MS hardware , copper moving & fixed contact ,assembly of 9 nos pin insulator ,GI pipe of suitable length for operation. C) 3nos Vertical / Horizontal mounted 11kv horn gap fuse set /drop out 11kv barrel fuses mounted on 6no pin insulators D) 3 piece non linear resistor type. lighting arrestor of approved make suitable for 3 wire, 11kv Overhead line with rated voltage of 9kv rms & nominal discharge current rating of 5 ka & complete with galvanized clamping arrangement GI bolts, nuts, washer etc as required. E) 3 no 11kv ACSR conductors mounted on pin type insularors as required. 6.GENERAL:The go shall be operated by hand operated liver properly earthed with provision for locking mounted at 3 RUIDP ISOR 2023, 72.2ÉSITC of star rated Aluminium wound distribution Transformer of following rating 11/0.433KV Delta-Star Connected, Vector Group Dyn 11,ONAN Cooled & as per BEE star - 1 & BIS approved as per IS 2026- 1977 & losses as defined as per 2014 (Fourth Revision) Level-1 . including standard accessories like conservator, silica gel breather, radiator, fins, HT cable box & LT cable boxes, temperature rise in winding/oil 35-40 degree C upto 200 KVA & 40-45 degree C for above 200 KVA, ISI marked drain valve, Dial type Temperature gauge, first filling of transformer oil as per IS :335-1953, Epoxy based paint, including carrying of pre-commission Testing & Charging of Transformer complete in all respect . The Transformer shall be subjected to routine factory tests (as per IS:2026 and IS:1180) including testing from CTL of discom before charging of transformer & complete installaion must be certified from Electrical Inspectorate office as per Indian Electricity rule, (CTL testing charges and Electrical Inspection charges shall be reimbursed by the department to the contractor). All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . 63 KVA (Ref: 72.2.1)LT Panel with Starter:RUIDP ISOR 2023, 60.4ŒProviding & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Armoured Copper cable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV with electrolytic grade Copper made of copper rods confirming to IS 613-1964, of purity >99.7 %, round / flat strip armouring, Inner / outer sheath confirming to IS:5831 in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray(with cable tie) including testing etc. as required of following size. OEM must have it's own in house NABL accrediated Laboratory for testing procedure as per IS:10810 For additional technical parameters of product / work refer Annexure 'A' attached with this BSR2.5 Sq. mm (Ref: 60.4.2)3 core (Ref: 60.4.2.2)RUIDP ISOR 2023, 63.5à
Supply & Laying following size earth strip in horizontal or vertical run in surface by means of Earth strip DMC Insulator including riveting/ soldering/ welding, Jointing shall be done by overlapping and with 2 set of Brass (for Cu strip) / GI (for GI Strip) nut bolt & spring washer spaced at 50cm making connection etc. as required.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .325mm x 3mm G.I. ( Hot Dipped ) Strip (Ref: 63.5.14)RUIDP ISOR 2023, 66.4ï
Providing & Fixing of IP20, 2'x2' LED Surface/ Recessed mounting Mid power SMD type LED Light fixture not less than 50mm housing d

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering.)

pth made from CRCA sheet steel housing, high purity / transmisivity UV stabilized Non -yellowish diffuser for uniform light distribution. High efficiency with 4 KV internal/external surge protection BIS certified isolated driver having efficiency > 85% , with Short & Open circuit protection (Integral with light fixture). System lumen efficacy of e" 120 lm/Watt ,THD < 10 % , p.f.e"0.95,CRI >80 , life time of minimum 50000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80) certificate / Report from OEM shall be submitted. All as per pre approved by Engineer in- charge. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . Surface Mounting (Ref: 66.4.2),Minimum lumen output 4200 lm (Ref: 66.4.2.3)RUIDP ISOR 2023, 64.12x
Providing & Fixing of Heavy duty capacitor start, copper wound Double ball bearing 900/1400 RPM single phase Exhaust fan conforming to IS:2312 ISI marked in existing opening including making connections testing etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . *380 mm sweep(900/1400 RPM) (Ref: 64.12.2) RUIDP ISOR 2023, 64.11Œ
Providing & Fixing of of Double ball bearing, copper wounded capacitor start single phase metallic blade fresh air fan, in existing opening including cost of hardware , flexible 3 core copper conductor ,making connections, testing etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . 225 mm sweep (Ref: 64.11.1)RUIDP ISOR 2023, 67.12ð
Providing & Fixing of IK08, IP 66 protected LED Street Light Luminaire on existing bracket/pole. Fixture made of powder coated single piece pressure die cast aluminum material with heat dissipation fins on housing with UV stabilized PC (UV stablization report submitted for UV cover ) /Toughened Glass cover and secondary lens on each LED & should be SMD type of 3 to 5 watt each . The System efficacy >=125 lm/ wt and potted driver & has a unique BIS R number with Input Voltage AC 120 to 270 V AC with High voltage Cutoff @>=300 V AC and Auto resetting Safety , Power Factor >0.95 driver Efficiency >85% ,THD(I) <10% Humidity 10% to 90% RH Working Temp -5C to 45C . driver current <750mA. The luminaire shall be BIS certified and Trade mark certified. Life Expectancy Equal or more than 50000 burning hrs with Minimum 70% lumen maintened , CRI >70 and CCT 5700K +355K. Surge protection shall be min e" 4 KV internal and min 10 KV external inside driver compartment. driver should be Phase to phase protection of 440 V for 4 Hrs. Manufactures Word Mark/Name Engraved/Embossing on die cast housing to allow traceability/authenticity. Fixture shall be AS PER IS 10322 Complianced.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .ILED Street Light fixture with Minimum lumen output 7500 lm (Ref; 67.12.4)F.G.)Flow Meter, RTU, Pressure Gauge & Cables:RUIDP ISOR 2023, 43.28ï
Supply, Installation, testing and commissioning of Battery powered Electromagnetic flow meters with GSM/GPRS based with an accuracy of ± 1% of measured value, ingress protection Electronics IP 66 and flow tube IP 68, MOC: lining Neoprene rubber/Hard rubber/PTFE, Flange - SS316/SS304/MS/CS, Electrode - SS 316/Hastalloy, Coil Housing - SS, battery life of min. 5 years, LCD display 5 digit for instantaneous flow and 9 digit for Totalized flow as per technical specifications of following sizes:200 mm (Ref; 43.28.12)RUIDP ISOR 2023, 47.125Compact RTU complete with DI, DO, AI and modbus communication ports and power supply. // Compact RTU for variable power supply using batteries, rechargeable batteries, solar or 10.8 V DC to 28.8 V DC with integrated modem; connection to control center via Tele Control Basic, DNP3, IEC60870-5-104 and Communcation protocols, on-board I/O (8 DI, 4 DQ, 4 AI), configuration and diagnostics per web interface, RJ45 port, mobile communications antenna (GSM/UMTS), Mini SIM card, with adapter Micro SIM card also, GPRS (Multi-slot Class 10), 35 mm DIN rail mounting, TCP/IP, DNP 3, Open VPN-Client. Panel Enclosure for Compact RTU Location, wall/floor mounted along with wiring and related accessories and arrangement of mounting of RTU, Modem and having IP-5X Protection. Panels shall be self-fabricate type only with Canopy.RUIDP ISOR 2023, 73.41Ú
Providing & fixing Stainless Steel pressure gauge with dial of 150 mm dia size and range 0 to 20 kg/sq.cm with 3 / 8 " BSP bottom entry , Ball valve , SS Syphon tube all fittings etc, duly calibrated before installation in MKS and FPS units, Accuracy Level +/- 1% including Making Drilling in Existing MS Pipe Etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .RUIDP ISOR 2022, E111500>
Providing and laying Stranded/ Flexible Annealede Bare copper conductor XLPE/PVC insulated suitably laid up together overall polyster taped Al (Mylar tape wrapped) along with ATC Drain wire overall PVC sheathed (ST-1) overall screened Pair armoured instrumentation Cables generally confirming to PAS 5308- Part-2-2009.1.5 sq.mm (Ref; E111540)1 pair (Ref; E111540A)RUIDP ISOR 2022, E111400o
Providing and laying Stranded/ Flexible Annealede Bare copper conductor XLPE/PVC insulated suitably laid up together overall polyster taped Al (inner sheated GI Steel wire Mylar/Drain wire) along with ATC drain wire , round/steel armoured overall PVC sheathed (ST-1) overall screened Core armoured instrumentation Cables generally confirming to PAS 5308- Part-2-2009.1.5 sq.mm (Ref; E111440)6 core (Ref; E111440E)5Overall size 10 sq.mm (2 Core) Armoured (underground)5Overall size 10 sq.mm (3 Core) Armoured (underground)(xxvii)8Overall size 120 sq.mm (3.5 Core) Armoured (underground).Overall size 10sq.mm (2 Core) Armoured (Loose)1Overall size 120sq.mm (3.5 Core) Armoured (Loose)?Brass Gland for Aluminium cable 3/3.5/4 core size 95-120 sq. mm.Aluminium thimble cable Core size 10 - 16sq.mm+Aluminium thimble cable Core size 120 sq.mm=Wiring, Lighting & Accessories (for Panel room, Pump House):6SP&N Double Double Door Distribution Board 12 way eachSITC of Single Phase 30A Automatic Changeover Switch between two sources (Main & DG) for Emergency Lighting complete as required.ïProviding & Fixing of IK08, IP 66 protected LED Street Light Luminaire on existing bracket/pole. Fixture made of powder coated single piece pressure die cast aluminum material with heat dissipation fins on housing with UV stabilized PC (UV stablization report submitted for UV cover ) /Toughened Glass cover and secondary lens on each LED & should be SMD type of 3 to 5 watt each . The System efficacy >=125 lm/ wt and potted driver & has a unique BIS R number with Input Voltage AC 120 to 270 V AC with High voltage Cutoff @>=300 V AC and Auto resetting Safety , Power Factor >0.95 driver Efficiency >85% ,THD(I) <10% Humidity 10% to 90% RH Working Temp -5C to 45C . driver current <750mA. The luminaire shall be BIS certified and Trade mark certified. Life Expectancy Equal or more than 50000 burning hrs with Minimum 70% lumen maintened , CRI >70 and CCT 5700K +355K. Surge protection shall be min ≥ 4 KV internal and min 10 KV external inside driver compartment. driver should be Phase to phase protection of 440 V for 4 Hrs. Manufactures Word Mark/Name Engraved/Embossing on die cast housing to allow traceability/authenticity. Fixture shall be AS PER IS 10322 Complianced.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR./䰀癥汥吠慲獮業瑴牥‬䱐ⱃ倠敲獳牵⁥慇杵ⱥ䌠扡敬㩳刀䥕偄䤠体⁒〲㌲‬㌴㈮㌷
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潃瑮潲湉楤慣楴湯䰠浡⁰潦⁲㐲䑖ⱃ㈠〲䅖⁃潎‮″倊獵⁨畂瑴湯丠⹯㌠倊睯牥圠物湩⭧潃瑮潲楗楲杮⬠䌠湯牴汯吠⽂䘠獵⁥䄲听⁂瑥⁣潌⁴倱湡汥䠠牡睤牡ⱥ氠杵ⱳ琠牥業慮楴湯ⱳ映牥畲敬ⱳ渠浡⁥汰瑡⁥瑅⹣䰠瑯ㄠ呕䱉呉⁙体䭃呅ㄠ䄶‬″䥐⁎潎‮ਲ䵈⁉楄灳慬⁹〱䤠据ⱨ䌠汯畯⁲潎‮਱獉汯瑡牯⁳畄污传瑵異ⱴ㈠嘴䍄䰠瑯ㄠ̊潌ąProviding & Fixing of IK08, IP 66 protected LED Street Light Luminaire on existing bracket/pole. Fixture made of powder coated single piece pressure die cast aluminum material with heat dissipation fins on housing with UV stabilized PC (UV stablization report submitted for UV cover ) /Toughened Glass cover and secondary lens on each LED & should be SMD type of 3 to 5 watt each . The System efficacy >=125 lm/ wt and potted driver & has a unique BIS R number with Input Voltage AC 120 to 270 V AC with High voltage Cutoff @>=300 V AC and Auto resetting Safety , Power Factor >0.95 driver Efficiency >85% ,THD(I) <10% Humidity 10% to 90% RH Working Temp -5C to 45C . driver current <750mA. The luminaire shall be BIS certified and Trade mark certified. Life Expectancy Equal or more than 50000 burning hrs with Minimum 70% lumen maintened , CRI >70 and CCT 5700K +355K. Surge protection shall be min ≥ 4 KV internal and min 10 KV external inside driver compartment. driver should be Phase to phase protection of 440 V for 4 Hrs. Manufactures Word Mark/Name Engraved/Embossing on die cast housing to allow traceability/authenticity. Fixture shall be AS PER IS 10322 Complianced.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . D䰀癥汥吠慲獮業瑴牥‬慍湧瑥捩䘠潬⁷敍整Ⱳ倠䍌‬牐獥畳敲䜠畡敧‬慃汢獥⬺
潃瑮潲湉楤慣楴湯䰠浡⁰潦⁲㐲䑖ⱃ㈠〲䅖⁃潎‮″倊獵⁨畂瑴湯丠⹯㌠倊睯牥圠物湩⭧潃瑮潲楗楲杮⬠䌠湯牴汯吠⽂䘠獵⁥䄲听⁂瑥⁣潌⁴਱慐敮慈摲慷敲‬畬獧‬整浲湩瑡潩獮‬敦牲汵獥‬慮敭瀠慬整䔠捴‮潌⁴਱呕䱉呉⁙体䭃呅ㄠ䄶‬″䥐⁎潎‮ਲ䵈⁉楄灳慬⁹〱䤠据ⱨ䌠汯畯⁲潎‮਱獉汯瑡牯⁳畄污传瑵異ⱴ㈠嘴䍄䰠瑯ㄠ☊呈䌠扡敬传敶慲汬猠穩⁥㐲猰⹱浭⠠䌳牯⥥R䠀慥⁴桓楲歮扡敬䔠摮吠牥業慮楴湯映牯挠扡敬猠穩⁥㐲ⴰ〴‰煳‮浭‬䌳牯⁥䤨摮潯⁲祔数匩效瑡匠牨湩慫汢⁥湅⁤敔浲湩瑡潩潦⁲慣汢⁥楳敺㈠〴㐭〰猠⹱洠Ɑ㌠潃敲⠠畏摴潯⁲祔数ࠩ砨硸楶⥩5伀敶慲汬猠穩⁥㘱猠⹱浭⠠‴潃敲 牁潭牵摥⠠湵敤杲潲湵⥤⠀硸楸㠩癏牥污楳敺㌠〰猠⹱浭⠠⸳‵潃敲 牁潭牵摥⠠湵敤杲潲湵⥤.伀敶慲汬猠穩⁥㘱煳洮㐨䌠牯⥥䄠浲畯敲⁤䰨潯敳ㄩ癏牥污楳敺㌠〰煳洮㌨㔮䌠牯⥥䄠浲畯敲⁤䰨潯敳㴩牂獡⁳汇湡⁤潦⁲汁浵湩畩慣汢⁥⼲⼳⸳⼵‴潣敲猠穩

Centering and shuttering for faces of walls,partitions,retaining walls and the like (vertical or battering) including attached pilasters,buttertsses etc.

Extra rate for shuttering work done above 4 meters height ( where any single storey exceeds 4 meters in height for every additional height of 1 metres or part thereof.

Steel :

Cold twisted deformed (Ribbed/Tor Steel Bars) Fe 500 grade as per IS 1786-2008 for RCC works,where not including in the complete rate of RCC including bending,binding and placing in position complete.

PVC Foot Steps :

Providing orange colour safety footrest of minimum 6 mm. thick plastic encapsulated as per IS : 10910 on 12 mm. dia.steel bar conforming to IS : 1786 having minimum cross section as 23 mm. x 25 mm. and over all minimum length 263 mm. and width as 165 mm.with minimum 112 mm.space between protured legs having 2 mm.tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm.as per stanard drawing and suitable to withstand the bend rest and chemical resistance test asper specifications and having manufactureers permanent identification mark to be visible even after fixing ,including fixing in manholes with 230 x 150 x 75 cm. cement concrete block 1:2:4 ( 1 cement : 2 sand : 4 stone aggregate) complete as per design.

RAMP CONSTRUCTION :

Centering and shuttering for columns ( Square or rectangular or poly gonal in plan)

Centering and shuttering for columns ( Square or rectangular or poly gonal in plan)

Centering and shuttering for sides and soffits of beam,beams,launching girders,bressumers,lintels.

Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc.

Sliding Shutters : ( At Ramp Approach)

Providing and fixing G.I. Sheet 0.80mm thick sliding shutters with 40mmx40mmx6mm angle iron frame with diagonal braces 3.15mm gusset plates at the junctions, hooks at top and 25mm dia pulleys at bottom and 40mmx40mmx25mm dia pulleys at bottom and 40mx40mmx6mm angle iron top and bottom guides including locking arrangement with handles etc. complete.

Difference in Rates of materials :

Bajri :

From Mirthal 160 km

Coarse sand :

From Lohand Khad 183 km

Steel

Extra rate for OPC Cement

Carriage of Materials :

Bajri :

From Mirthal 160 km

Coarse sand :

From Lohand Khad 183 km

Total :

Total after adding 5.35 % :

Earthwork in excavation : (Mechanically)

Earthwork in excavation for storage and sedimentation tanks,high level tanks,filter beds,clear water reservoirs,pump houses,sumps,screening chambers and other similar works having straight or open cuttings in foundation trenches etc. with 3D Excavator,JCB including manuially dressing of bed,trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineer-in-charge, including dressing of bottom and sides of trenches,stacking the excavated soil clear from the excavation and subsequent filling around plinth/structures including watering,dressing and disposal of surplus soils as directed upto 16 metre complete in all respects.

Extra depth excavation :

Rate for loading :

Rate for loading into wagons,trucks or boats within 15 metres lead.

Cement concrete 1:2:4

M-30 : (plinth)

Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in foundation and plinth.

Shuttering :

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering.)

C / Shuttering : ( walls)

Centering and shuttering for faces of walls,partitions,retaining walls and the like (vertical or battering) including attached pilasters,buttertsses etc.

C / Shuttering : ( slab)

Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc.

Steel :

Cold twisted deformed (Ribbed/Tor Steel Bars) Fe 500 grade as per IS 1786-2008 for RCC works,where not including in the complete rate of RCC including bending,binding and placing in position complete.

PVC Foot Steps :

Providing orange colour safety footrest of minimum 6 mm. thick plastic encapsulated as per IS : 10910 on 12 mm. dia.steel bar conforming to IS : 1786 having minimum cross section as 23 mm. x 25 mm. and over all minimum length 263 mm. and width as 165 mm.with minimum 112 mm.space between protured legs having 2 mm.tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm.as per stanard drawing and suitable to withstand the bend rest and chemical resistance test asper specifications and having manufactureers permanent identification mark to be visible even after fixing ,including fixing in manholes with 230 x 150 x 75 cm. cement concrete block 1:2:4 ( 1 cement : 2 sand : 4 stone aggregate) complete as per design.

RCC Manhole cover with frame :

Providing & fixing 560 mm.,500 mm and 450 mm.i/d.circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS : 12592 -2002,including carriage from the atores of the Engineer -in -charge to site of work,loading,unloading,including stacking and setting the same to correct lines over manholes,including cement concrete copping ( M-20) around the frameetc.Dia. of steel for lifting hook is 16 mm.( for EHD and HD)

Sluice Valve :

Providing & fixing C.I./D.I.Flanged end,stem of SS (AIS 1410) and Bronge (gunmetal) working parts Sluice Valves ISI marked 14846-2000 including jointing,testing & cost of Nut,Bolt & Insertion sheet all carriage complete.(with the approval of Enginner-in-charge.)

Sluice Valves flanged.(mm.i/d)

CI-D Joint :

Supplying and fixing of ISI Marked CI D - Joint ( completewith nut,bolts & rubber ring) as per IS 8794 for repair of pipe line,including,cutting,jointing and testing etc.but excluding cost of excavation complete

D / F Pipe :

Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Double Flanged Pipes with screwed,flanged as per IS : 8329 - 2000,Class K -9 and laying the same in trenches to correct alingnment and gradients,jointed with nut bolts and rubber insertion joints fitted complete including all cartage.

Pipe lines laid complete.

GI Pipe : ( Rising Spindle for Valve Operation)

Providing,laying,jointing,fixing and testing ISI Marked G.I.Pipe ( as per IS 1239 ) B -Class,including cost of specials ( such as tees,bends,sockets,elbows,etc.) painting with anti corrosive bitumastic paint,testing,cutting,threading Inside building complete.

Diff.rates of materials :

Bajri :

From Mirthal 160 km

Coarse sand :

From Lohand Khad 183 km

Steel

Extra rate for OPC Cement

Carriage of materials :

Bajri :

From Mirthal 160 km

Coarse sand :

From Lohand Khad 183 km

CSR Items Amount : ( Rs)

Add 5.35 % over CSR Items Amount : (Rs)

CSR Items Amount + 5.35 % addition : ( Rs)

Puddle Collar :

NS RUIDP SOR 2022-23 Code No. 19.63

200 mm.dia.

NON CSR Items Amount : ( Rs)

G.Total : ( Rs)

Earthwork in excavation : (Mechanically)

Earthwork in excavation for storage and sedimentation tanks,high level tanks,filter beds,clear water reservoirs,pump houses,sumps,screening chambers and other similar works having straight or open cuttings in foundation trenches etc. with 3D Excavator,JCB including manuially dressing of bed,trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineer-in-charge, including dressing of bottom and sides of trenches,stacking the excavated soil clear from the excavation and subsequent filling around plinth/structures including watering,dressing and disposal of surplus soils as directed upto 16 metre complete in all respects.

Extra depth excavation :

Rate for loading :

Rate for loading into wagons,trucks or boats within 15 metres lead.

Cement concrete 1:2:4

M-30 : (plinth)

Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in foundation and plinth.

Shuttering :

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering.)

C / Shuttering : ( walls)

Centering and shuttering for faces of walls,partitions,retaining walls and the like (vertical or battering) including attached pilasters,buttertsses etc.

C / Shuttering : ( slab)

Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc.

Steel :

Cold twisted deformed (Ribbed/Tor Steel Bars) Fe 500 grade as per IS 1786-2008 for RCC works,where not including in the complete rate of RCC including bending,binding and placing in position complete.

PVC Foot Steps :

Providing orange colour safety footrest of minimum 6 mm. thick plastic encapsulated as per IS : 10910 on 12 mm. dia.steel bar conforming to IS : 1786 having minimum cross section as 23 mm. x 25 mm. and over all minimum length 263 mm. and width as 165 mm.with minimum 112 mm.space between protured legs having 2 mm.tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm.as per stanard drawing and suitable to withstand the bend rest and chemical resistance test asper specifications and having manufactureers permanent identification mark to be visible even after fixing ,including fixing in manholes with 230 x 150 x 75 cm. cement concrete block 1:2:4 ( 1 cement : 2 sand : 4 stone aggregate) complete as per design.

RCC Manhole cover with frame :

Providing & fixing 560 mm.,500 mm and 450 mm.i/d.circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS : 12592 -2002,including carriage from the atores of the Engineer -in -charge to site of work,loading,unloading,including stacking and setting the same to correct lines over manholes,including cement concrete copping ( M-20) around the frameetc.Dia. of steel for lifting hook is 16 mm.( for EHD and HD)

Sluice Valve :

Providing & fixing C.I./D.I.Flanged end,stem of SS (AIS 1410) and Bronge (gunmetal) working parts Sluice Valves ISI marked 14846-2000 including jointing,testing & cost of Nut,Bolt & Insertion sheet all carriage complete.(with the approval of Enginner-in-charge.)

Sluice Valves flanged.(mm.i/d)

CI-D Joint :

Supplying and fixing of ISI Marked CI D - Joint ( completewith nut,bolts & rubber ring) as per IS 8794 for repair of pipe line,including,cutting,jointing and testing etc.but excluding cost of excavation complete

D / F Pipe :

Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Double Flanged Pipes with screwed,flanged as per IS : 8329 - 2000,Class K -9 and laying the same in trenches to correct alingnment and gradients,jointed with nut bolts and rubber insertion joints fitted complete including all cartage.

Pipe lines laid complete.

GI Pipe : ( Rising Spindle for Valve Operation)

Providing,laying,jointing,fixing and testing ISI Marked G.I.Pipe ( as per IS 1239 ) B -Class,including cost of specials ( such as tees,bends,sockets,elbows,etc.) painting with anti corrosive bitumastic paint,testing,cutting,threading Inside building complete.

Diff.rates of materials :

Bajri :

From Mirthal 160 km

Coarse sand :

From Lohand Khad 183 km

Steel

Extra rate for OPC Cement

Carriage of materials :

Bajri :

From Mirthal 160 km

Coarse sand :

From Lohand Khad 183 km

CSR Items Amount : ( Rs)

Add 5.35 % over CSR Items Amount : (Rs)

CSR Items amount + 5.356 % addition amount : ( Rs)

Puddle Collar :

NS RUIDP SOR 2022-23 Code No. 19.63

200 mm.dia.

NON CSR Items Amount : ( Rs)

G.Total : ( Rs)

Earthwork in excavation : (Mechanically)

Earthwork in excavation for storage and sedimentation tanks,high level tanks,filter beds,clear water reservoirs,pump houses,sumps,screening chambers and other similar works having straight or open cuttings in foundation trenches etc. with 3D Excavator,JCB including manuially dressing of bed,trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineer-in-charge, including dressing of bottom and sides of trenches,stacking the excavated soil clear from the excavation and subsequent filling around plinth/structures including watering,dressing and disposal of surplus soils as directed upto 16 metre complete in all respects.

Extra depth excavation :

Excavation in Soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting,trimming bottom and side slopes,in accordance with requirements of lines,grades and cross sections with all lifts and lead up to 30 m.

Loading by Mechanical means :

Rate for loading into wagon,Trucks or boats within 15 meters lead.

Cement concrete 1:2:4

Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in foundation and plinth.

Shuttering :

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering.)

C / Shuttering : ( walls)

Centering and shuttering for faces of walls,partitions,retaining walls and the like (vertical or battering) including attached pilasters,buttertsses etc.

C / Shuttering : ( slab)

Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc.

Steel :

Cold twisted deformed (Ribbed/Tor Steel Bars) Fe 500 grade as per IS 1786-2008 for RCC works,where not including in the complete rate of RCC including bending,binding and placing in position complete.

PVC Foot Steps :

Providing orange colour safety footrest of minimum 6 mm. thick plastic encapsulated as per IS : 10910 on 12 mm. dia.steel bar conforming to IS : 1786 having minimum cross section as 23 mm. x 25 mm. and over all minimum length 263 mm. and width as 165 mm.with minimum 112 mm.space between protured legs having 2 mm.tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm.as per stanard drawing and suitable to withstand the bend rest and chemical resistance test asper specifications and having manufactureers permanent identification mark to be visible even after fixing ,including fixing in manholes with 230 x 150 x 75 cm. cement concrete block 1:2:4 ( 1 cement : 2 sand : 4 stone aggregate) complete as per design.

RCC Manhole cover with frame :

Providing & fixing 560 mm.,500 mm and 450 mm.i/d.circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS : 12592 -2002,including carriage from the atores of the Engineer -in -charge to site of work,loading,unloading,including stacking and setting the same to correct lines over manholes,including cement concrete copping ( M-20) around the frameetc.Dia. of steel for lifting hook is 16 mm.( for EHD and HD)

Sluice Valve :

Providing & fixing C.I./D.I.Flanged end,stem of SS (AIS 1410) and Bronge (gunmetal) working parts Sluice Valves ISI marked 14846-2000 including jointing,testing & cost of Nut,Bolt & Insertion sheet all carriage complete.(with the approval of Enginner-in-charge.)

Sluice Valves flanged.(mm.i/d)

CI-D Joint :

Supplying and fixing of ISI Marked CI D - Joint ( completewith nut,bolts & rubber ring) as per IS 8794 for repair of pipe line,including,cutting,jointing and testing etc.but excluding cost of excavation complete

D / F Pipe :

Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Double Flanged Pipes with screwed,flanged as per IS : 8329 - 2000,Class K -9 and laying the same in trenches to correct alingnment and gradients,jointed with nut bolts and rubber insertion joints fitted complete including all cartage.

Pipe lines laid complete.

GI Pipe : ( Rising Spindle for Valve Operation)

Providing,laying,jointing,fixing and testing ISI Marked G.I.Pipe ( as per IS 1239 ) B -Class,including cost of specials ( such as tees,bends,sockets,elbows,etc.) painting with anti corrosive bitumastic paint,testing,cutting,threading Inside building complete.

Diff.rates of materials :

Bajri :

From Mirthal 160 km

Coarse sand :

From Lohand Khad 183 km

Steel

Extra rate for OPC Cement

Carriage of materials :

Bajri :

From Mirthal 160 km

Coarse sand :

From Lohand Khad 183 km

CSR Items Amount : (Rs)

Add 5.35 % over CSR Items Amount : (Rs)

CSR Items Amount + 5.35 % addition Amount : (Rs)

Puddle Collar :

Providing and fixing in position CI Puddle collar (approx. 1m length) inside the wall including all material labour as per Technical Specifications and as per direction of Engineer

200 mm.dia.

NON CSR Items Amount : (Rs)

G.Total : (Rs) / One

Reference

Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in foundation and plinth.

Extra for RCC / PCC work done above 4 meters height ( where any single storey exceeds 4 meters in height ) for every additional height of 1 metres or part thereof.

C / Shuttering > 4.0 m.height :

Extra rate for shuttering work done above 4 meters height ( where any single storey exceeds 4 meters in height) for every additional height of 1 metres or part thereof.

Steel :

Cold twisted deformed (Ribbed/Tor Steel Bars) Fe 500 grade as per IS 1786-2008 for RCC works,where not including in the complete rate of RCC including bending,binding and placing in position complete.

Diff.rates of materials :

Bajri :

From Mirthal 160 km

Coarse sand :

From Lohand Khad 183 km

Steel

Carriage of materials :

Bajri :

From Mirthal 160 km

Coarse sand :

From Lohand Khad 183 km

CSR items amount : (Rs)

Add 5.35 % over CSR items amount :

G.Total amount : (CSR items amount + 5.35 % + Non-CSR items amount : (Rs)

Estimation for RW Sump and Pumping Machinery Room ( BGL) )

Earthwork excavation :

Earthwork in excavation for storage and sedimentation tanks,high level tanks,filter beds,clear water reservoirs,pump houses,sumps,screening chambers and other similar works having straight or open cuttings in foundation trenches etc. with 3D Excavator,JCB including manuially dressing of bed,trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineer-in-charge, including dressing of bottom and sides of trenches,stacking the excavated soil clear from the excavation and subsequent filling around plinth/structures including watering,dressing and disposal of surplus soils as directed upto 15 metre complete in all respects.

Extra depth excavation :

Excavation in Soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting,trimming bottom and side slopes,in accordance with requirements of lines,grades and cross sections with all lifts and lead up to 30 m.

Loading by Mechanical means :

Rate for loading into wagon,Trucks or boats within 15 meters lead.

Carriage of Earth : ( Balance earth Qty)

1 st chain of 30 meters (0 - 30 m)

2 nd and 3 rd chain,per chain of 30 meters

For subsequent chain per chain of 30 meters up to 0.50 km

Cement concrete 1:2:4

M-30 : Plinth level

Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in foundation and plinth.

M-30 : Plinth level > 4.0 m

Extra for RCC / PCC work done above 4 meters height ( where any single storey exceeds 4 meters in height ) for every additional height of 1 metres or part thereof.

Shuttering : ( Raft foundation)

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering.)

C / Shuttering : ( Walls)

Centering and shuttering for faces of walls,partitions,retaining walls and the like (vertical or battering) including attached pilasters,buttertsses etc.

C / Shuttering > 4.0 m.height : ( Walls)

Extra rate for shuttering work done above 4 meters height ( where any single storey exceeds 4 meterzs in height0 for every additional height of 1 metres or part thereof.

C / Shuttering > 4.0 m.height : ( Walls)

C / Shuttering : (Columns)

Centering and shuttering for columns ( Square or rectangular or poly gonal in plan)

C / Shuttering > 4.0 m.height : ( Columns)

Extra rate for shuttering work done above 4 meters height ( where any single storey exceeds 4 meterzs in height0 for every additional height of 1 metres or part thereof.

C / Shuttering : (Slab)

Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc.

Steel :

Cold twisted deformed (Ribbed/Tor Steel Bars) Fe 500 grade as per IS 1786-2008 for RCC works,where not including in the complete rate of RCC including bending,binding and placing in position complete.

PVC Foot Steps :

Providing orange colour safety footrest of minimum 6 mm. thick plastic encapsulated as per IS : 10910 on 12 mm. dia.steel bar conforming to IS : 1786 having minimum cross section as 23 mm. x 25 mm. and over all minimum length 263 mm. and width as 165 mm.with minimum 112 mm.space between protured legs having 2 mm.tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm.as per stanard drawing and suitable to withstand the bend rest and chemical resistance test asper specifications and having manufactureers permanent identification mark to be visible even after fixing ,including fixing in manholes with 230 x 150 x 75 cm. cement concrete block 1:2:4 ( 1 cement : 2 sand : 4 stone aggregate) complete as per design.

RCC Manhole cover with frame :

Providing & fixing 560 mm.,500 mm and 450 mm.i/d.circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS : 12592 -2002,including carriage from the atores of the Engineer in charge to site of work,loading,unloading,including stacking and setting the same to correct lines over manholes,including cement concrete copping ( M-20) around the frameetc.Dia. of steel for lifting hook is 16 mm.( for EHD and HD)

Diff.rates of materials :

Bajri :

From Mirthal 160 km

Coarse sand :

From Lohand Khad 183 km

Steel

Extra rate for OPC Cement

Carriage of materials :

Bajri :

From Mirthal 160 km

Coarse sand :

From Lohand Khad 183 km

Total :

G.Total :

Brick masonary work (1:5) :

First class burnt brick work laid in cement sand mortar 1:5 in first storey up to 4 metres above plinth level.

Brick masonary work (1:5) : > 4.0 m.

Brick masonary work (1:5) : 4.0 - 6.0 m

Cement concrete 1:2:4

CC 1:4:8 : ( Below Ironite flooring)

Cement concrete 1:4:8

Damp proof course 4 cm. thick of cement concrete 1:2:4 with two coats of bitumen 20/30 penetration at 1.65 kg per sqm.laid hot and sanded.

Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixture as per IS : 1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in superstructure.

Back up Qty :

Extra height Concrete :

Extra for RCC / PCC work done above 4 meters height ( where any single storey exceeds 4 meters in height ) for every additional height of 1 metres or part thereof.

Above 4.0 m.height :

Steel :

Cold twisted deformed (Ribbed/Tor Steel bar) Bars Fe 500 grade as per IS : 1786-2008, for R.C.C. works,where not including in the complete rate of R.C.C. including bending and binding,placing in position complete.

C / Shuttering : (Columns)

Centering and shuttering for columns ( Square or rectangular or poly gonal in plan)

C / Shuttering > 4.0 m.height : ( Columns)

Extra rate for shuttering work done above 4 meters height ( where any single storey exceeds 4 meterzs in height0 for every additional height of 1 metres or part thereof.

C/shuttering :

Centering and Shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. :

Extra rate for shuttering work done above 4 meters height ( where any single storey exceeds 4 meterzs in height0 for every additional height of 1 metres or part thereof.

C/shuttering : ( Lintels)

Centering and Shuttering for sides and soffits of beam,beams,launchings,girders,bressumers,lintels.

CP 12.5 mm.thk. : (1:4)

12.5 mm.thick cement plaster 1:4.

CP 12.5 mm.thk. : (1:2)

12.5 mm.thick cement plaster 1:2 .

White washing :

White washing (Three coat)

Preparation of plastered surface :

Prepartion of plastered surfaces for distempering including surface,applying filling with approved quality filler consisting of plaster o Paris and chalk mitti,including finishing the surface to the required finish complete.

Distempering :

Distempering with dry distemper of approved manufacture two or more coats over one priming coat to give an even shade.

Oil Bound Distemper :

Distempering with Acrylic washable oil bound distemper (of approved manufacture) two or more coats over one priming coat to give an even shade.

Earth filling under floors :

Ironite flooring:

50 mm.thick ironite ( Metallic floor hardner to be mixed with Granolithic topping for heavy duty floors ) floor consisting of 40 mm.thick cement concrete 1:2:4 base and top layer 10 mm. thick laid with one part of ironite and grey cement mixed together in the ratio of 1:4 by weight to two parts of hard granite chippings 6 mm gauge by volume finished smooth with hard rubbing.

Steel windows and ventilators :

Supplying openable steel windows of stanard rolled steel Z-sections, joints mitred and electrically flash welded with iron fittings including necessary iron handles,Peg-stay catchers,bolts,iron plugs and pressed steel projected hinges and glazing clips,complete ( Excluding glazing) and finished with two coats of ready mixed paint red lead non setting primer.

Fixing :

Fixing steel windows in walls with lugs,embedded in 15 cm x 12 cm x 7.5 cm. of cement concrete block of 1:2:4 mix,including,cost of cement concrete for lugs.

Glass panes :

Supplying and fixing glass panes with glazing clips and special metal sash putty of approved make.

Rolling Shutter :

Parapet Wall :

115 mm. thick brick wall laid in cement sand mortar 1:4 without reinforcement in superstructure.

CC 1:2:4 : ( coping )

Cement concrete 1:2:4

Cement Concrete 1:2:4 gola :

Cement concrete 1:2:4 gola 10 cm.x 10 cm. concave quadrant along junction of roofs with parapet wall finished smooth,where specially specified.

Top Khurra :

Top khurra 0.6 m. x 0.6 m. for rain water pipe in 25 mm.thick cement concrete 1:2:4 over 50 mm.thick cement concrete 1:8:16.

Bottom Khurra :

Bottom Khurra on ground 1.2 m x 0.6 m consisting of bricks on edge laid in cement mortar 1:3 over 7.5 cm.cement concrete 1:8:16, including 12.5 mm. thick cement plaster 1:3

Drip Course :

Providing 75 mm.first class brick drip course at junction of roof and walls laid in cement sand mortar 1:4 including dressing of bricks.

Dry Brick edge paving :

Dry brick on edge paving sand grouted over 50 mm. thick earth and mud plaster.

CI Rain water pipes :

Providing and fixing cast iron 100 mm dia, rain water pipe with screw and wooden plugs fixed on wall-face, including filling joints with spun yarn and cement mortar 1:2 excluding head and shoe etc.

CI head :

Providing and fixing cast iron head for rain water pipe on wooden plugs fixed on wall-face including filling the joints with spun yarn and cement mortar 1:2.

CI shoes :

Providing and fixing cast iron shoe for rain water pipe on wooden plugs fixed on wall face including filling the joints with spun yarn and cement mortar 1:2.

Embedding of CI Rain water pipes :

Embedding 100 mm.C.I.rain water pipe non-pressure I.S.I. Mark pipe in cement mortar during masonary work.

Diff.rates of materials :

Bajri :

From Mirthal 160 km

Coarse sand :

From Lohand Khad 183 km

Bricks : ( / 1000 nos)

From Moga

Steel

Extra rate for OPC Cement

Carriage of materials :

Bajri :

From Mirthal 160 km

Coarse sand :

From Lohand Khad 183 km

Fine sand : 25 km

Total : ( Rs.)

Add 5.35 % over CSR Items amount : ( Rs.)

G.Total : (Rs.)

Reference

Excavation : (Mech.)

Earthwork in excavation for storage and sedimentation tanks,high level tanks,filter beds,clear water reservoirs,pump houses,sumps,screening chambers and other similar works having straight or open cuttings in foundation trenches etc. with 3D Excavator,JCB including manuially dressing of bed,trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineer-in-charge, including dressing of bottom and sides of trenches,stacking the excavated soil clear from the excavation and subsequent filling around plinth/structures including watering,dressing and disposal of surplus soils as directed upto 16 metre complete in all respects.

Extra depth excavation :

Excavation in Soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting,trimming bottom and side slopes,in accordance with requirements of lines,grades and cross sections with all lifts and lead up to 30 m.

Loading by Mechanical means :

Rate for loading into wagon,Trucks or boats within 15 meters lead.

Carriage of Earth : ( Balance earth Qty)

1 st chain of 30 meters (0 - 30 m)

2 nd and 3 rd chain,per chain of 30 meters

For subsequent chain per chain of 30 meters up to 0.50 km

Cement concrete 1:2:4

Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in foundation and plinth.

M-30 : Plinth level > 4.0 m

Extra for RCC / PCC work done above 4 meters height ( where any single storey exceeds 4 meters in height ) for every additional height of 1 metres or part thereof.

Shuttering :

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering.)

C / Shuttering : ( walls)

Centering and shuttering for faces of walls,partitions,retaining walls and the like (vertical or battering) including attached pilasters,buttertsses etc.

C / Shuttering : ( slab)

Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc.

Steel :

Cold twisted deformed (Ribbed/Tor Steel Bars) Fe 500 grade as per IS 1786-2008 for RCC works,where not including in the complete rate of RCC including bending,binding and placing in position complete.

PVC Foot Steps :

Providing orange colour safety footrest of minimum 6 mm. thick plastic encapsulated as per IS : 10910 on 12 mm. dia.steel bar conforming to IS : 1786 having minimum cross section as 23 mm. x 25 mm. and over all minimum length 263 mm. and width as 165 mm.with minimum 112 mm.space between protured legs having 2 mm.tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm.as per stanard drawing and suitable to withstand the bend rest and chemical resistance test asper specifications and having manufactureers permanent identification mark to be visible even after fixing ,including fixing in manholes with 230 x 150 x 75 cm. cement concrete block 1:2:4 ( 1 cement : 2 sand : 4 stone aggregate) complete as per design.

RCC Manhole cover with frame :

Providing & fixing 560 mm.,500 mm and 450 mm.i/d.circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS : 12592 -2002,including carriage from the atores of the Engineer -in -charge to site of work,loading,unloading,including stacking and setting the same to correct lines over manholes,including cement concrete copping ( M-20) around the frameetc.Dia. of steel for lifting hook is 16 mm.( for EHD and HD)

Food Grade Epoxy Paint Work :

Prepartion of Concrete surface :

Prepartion of plastered or concrete surface for painting ( including sand papering the surface),using ready mixed cement based wall putty by applying two or more coats to get required fnish.

Cement Primer :

Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surface.

Difference in rates of materials :

Bajri :

From Mirthal 160 km

Coarse sand :

From Lohand Khad 183 km

Steel

Extra rate for OPC Cement

Carriage of materials :

Bajri :

From Mirthal 160 km

Coarse sand :

From Lohand Khad 183 km

CSR Items amount : (Rs)

Add 5.35 % over CSR Items Amount : (Rs)

CSR Items amount + 5.35 % addition amount : (Rs.)

Providing and Applying Food grade Epoxy based water proof coat :

Providing and applying food grade Epoxy based water proof coat over existing RCC / Concrete flooring surfaces in three - part applications,containg low solvent - coloured,epoxy resin - based coating with lowVOC properties,specially formulated for food grade application for portable water storage tanks in ambient temperatures.

Ref : Telengana CSR 2023 - 24 Buildings ( Part -III ) Sl.no.886 / TBSC - Q -VII -12

Non - CSR Items amount : (Rs)

G.Total : (Rs.)

Earthwork in excavation : (Mechanically)

Earthwork in excavation for storage and sedimentation tanks,high level tanks,filter beds,clear water reservoirs,pump houses,sumps,screening chambers and other similar works having straight or open cuttings in foundation trenches etc. with 3D Excavator,JCB including manuially dressing of bed,trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineer-in-charge, including dressing of bottom and sides of trenches,stacking the excavated soil clear from the excavation and subsequent filling around plinth/structures including watering,dressing and disposal of surplus soils as directed upto 16 metre complete in all respects.

Extra depth excavation :

Excavation in Soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting,trimming bottom and side slopes,in accordance with requirements of lines,grades and cross sections with all lifts and lead up to 30 m.

Loading by Mechanical means :

Rate for loading into wagon,Trucks or boats within 15 meters lead.

Carriage of Earth : ( Balance earth Qty)

1 st chain of 30 meters (0 - 30 m)

2 nd and 3 rd chain,per chain of 30 meters

For subsequent chain per chain of 30 meters up to 0.50 km

Cement concrete 1:2:4

Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in foundation and plinth.

Shuttering :

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering.)

C / Shuttering : ( walls)

Centering and shuttering for faces of walls,partitions,retaining walls and the like (vertical or battering) including attached pilasters,buttertsses etc.

Steel :

Cold twisted deformed (Ribbed/Tor Steel Bars) Fe 500 grade as per IS 1786-2008 for RCC works,where not including in the complete rate of RCC including bending,binding and placing in position complete.

PVC Foot Steps :

Providing orange colour safety footrest of minimum 6 mm. thick plastic encapsulated as per IS : 10910 on 12 mm. dia.steel bar conforming to IS : 1786 having minimum cross section as 23 mm. x 25 mm. and over all minimum length 263 mm. and width as 165 mm.with minimum 112 mm.space between protured legs having 2 mm.tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm.as per stanard drawing and suitable to withstand the bend rest and chemical resistance test asper specifications and having manufactureers permanent identification mark to be visible even after fixing ,including fixing in manholes with 230 x 150 x 75 cm. cement concrete block 1:2:4 ( 1 cement : 2 sand : 4 stone aggregate) complete as per design.

Pre Cast Slab Cover :

Sluice Valve :

Providing & fixing C.I./D.I.Flanged end,stem of SS (AIS 1410) and Bronge (gunmetal) working parts Sluice Valves ISI marked 14846-2000 including jointing,testing & cost of Nut,Bolt & Insertion sheet all carriage complete.(with the approval of Enginner-in-charge.)

Sluice Valves flanged.(mm.i/d)

DI K-7 Pipes :

Pipe lines laid complete.

DI Specials :

Supplying & laying D.I. specials / fittings as per IS :9523-2000 (ISI marked with prior approval of Engineer-in-Charge ) class K-12 suitable for tyton joint with external bitumen coating and inside cement mortar lining,scaffolding,tools and plants,ropes,guys,etc.Complete in all respects.

Qty.: 5% of DI Pipe Cost/ 115.81

GI Pipe : ( Rising Pipe for Valve Operation)

Providing,laying,jointing,fixing and testing ISI Marked G.I.Pipe ( as per IS 1239 ) B -Class,including cost of specials ( such as tees,bends,sockets,elbows,etc.) painting with anti corrosive bitumastic paint,testing,cutting,threading Inside building complete.

Diff. rates of materials :

Bajri :

From Mirthal 160 km

Coarse sand :

From Lohand Khad 183 km

Steel

Extra rate for OPC Cement

Carriage of materials :

Bajri :

From Mirthal 160 km

Coarse sand :

From Lohand Khad 183 km

Total : (Rs)

Add 5.35 % over CSR Items Amount : (Rs)

G.Total : (Rs)

Earthwork excavation :

Earthwork in excavation for storage and sedimentation tanks,high level tanks,filter beds,clear water reservoirs,pump houses,sumps,screening chambers and other similar works having straight or open cuttings in foundation trenches etc. with 3D Excavator,JCB including manuially dressing of bed,trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineer-in-charge, including dressing of bottom and sides of trenches,stacking the excavated soil clear from the excavation and subsequent filling around plinth/structures including watering,dressing and disposal of surplus soils as directed upto 15 metre complete in all respects.

Extra depth excavation :

Excavation in Soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting,trimming bottom and side slopes,in accordance with requirements of lines,grades and cross sections with all lifts and lead up to 30 m.

Loading by Mechanical means :

Rate for loading into wagon,Trucks or boats within 15 meters lead.

Carriage of Earth : ( Balance earth Qty)

1 st chain of 30 meters (0 - 30 m)

2 nd and 3 rd chain,per chain of 30 meters

For subsequent chain per chain of 30 meters up to 0.50 km

Cement concrete 1:2:4

Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in foundation and plinth.

Extra for RCC / PCC work done above 4 meters height ( where any single storey exceeds 4 meters in height ) for every additional height of 1 metres or part thereof.

Shuttering :

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering.)

C / Shuttering : ( Walls)

Centering and shuttering for faces of walls,partitions,retaining walls and the like (vertical or battering) including attached pilasters,buttertsses etc.

C / Shuttering > 4.0 m.height :

Extra rate for shuttering work done above 4 meters height ( where any single storey exceeds 4 meters in height) for every additional height of 1 metres or part thereof.

Centering and shuttering for columns ( Square or rectangular or poly gonal in plain)

C / Shuttering > 4.0 m.height :

Extra rate for shuttering work done above 4 meters height ( where any single storey exceeds 4 meters in height) for every additional height of 1 metres or part thereof.

Centering and shuttering for sides and soffits of beam,beams,launching girders,bressumers,lintels.

C / Shuttering > 4.0 m.height :

Extra rate for shuttering work done above 4 meters height ( where any single storey exceeds 4 meters in height) for every additional height of 1 metres or part thereof.

Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc.

C / Shuttering > 4.0 m.height :

Extra rate for shuttering work done above 4 meters height ( where any single storey exceeds 4 meters in height) for every additional height of 1 metres or part thereof.

Steel :

Cold twisted deformed (Ribbed/Tor Steel Bars) Fe 500 grade as per IS 1786-2008 for RCC works,where not including in the complete rate of RCC including bending,binding and placing in position complete.

Pre Cast Slab Cover over Chamber :

Food Grade Epoxy Paint Work :

Prepartion of Concrete surface :

Prepartion of plastered or concrete surface for painting ( including sand papering the surface),using ready mixed cement based wall putty by applying two or more coats to get required fnish.

Cement Primer :

Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surface.

Diff.rates of materials :

Bajri :

From Mirthal 160 km

Coarse sand :

From Lohand Khad 183 km

Steel

Extra rate for OPC Cement

Carriage of materials :

Bajri :

From Mirthal 160 km

Coarse sand :

From Lohand Khad 183 km

CSR items amount : (Rs)

Add 5.35 % over CSR items amount :

Total amount : CSR items amount + 5.35 % addition amount : (Rs)

Providing and Applying Food grade Epoxy based water proof coat :

Providing and applying food grade Epoxy based water proof coat over existing RCC / Concrete flooring surfaces in three - part applications,containg low solvent - coloured,epoxy resin - based coating with lowVOC properties,specially formulated for food grade application for portable water storage tanks in ambient temperatures.

NON CSR items amount : (Rs)

G.Total : (Rs.)

Earthwork excavation :

Earthwork in excavation for storage and sedimentation tanks,high level tanks,filter beds,clear water reservoirs,pump houses,sumps,screening chambers and other similar works having straight or open cuttings in foundation trenches etc. with 3D Excavator,JCB including manuially dressing of bed,trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineer-in-charge, including dressing of bottom and sides of trenches,stacking the excavated soil clear from the excavation and subsequent filling around plinth/structures including watering,dressing and disposal of surplus soils as directed upto 15 metre complete in all respects.

Extra depth excavation :

Excavation in Soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting,trimming bottom and side slopes,in accordance with requirements of lines,grades and cross sections with all lifts and lead up to 30 m.

Loading by Mechanical means :

Rate for loading into wagon,Trucks or boats within 15 meters lead.

Carriage of Earth : ( Balance earth Qty)

1 st chain of 30 meters (0 - 30 m)

2 nd and 3 rd chain,per chain of 30 meters

For subsequent chain per chain of 30 meters up to 0.50 km

Cement concrete 1:2:4

Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in foundation and plinth.

Extra for RCC / PCC work done above 4 meters height ( where any single storey exceeds 4 meters in height ) for every additional height of 1 metres or part thereof.

Brick Masonary Work :

First class burnt brick work laid in cement sand mortar 1:5 in first storey up to 4 meters above plinth level.

Steel beading :

Steel Chowkats :

Supplying Pressed steel sheet frames (chowkhat) consisting of 18gauge (1.25 mm thick steel sheet of the specified section, including iron lugs (hold fast) iron hinges conforming to PWD specification including bolts for fixing stops lock notch provision for receiving tower bolts and finished with 1 primer coat approved quality, fixed in position excluding the cost of cement concrete 1:3:6 for fillings in the frame and cement concrete 1:2:4 for lugs complete.

SS Handles :

Providing & fixing 9" stainless steel handles ISI marked on door & window frames complete in all respect as per the directions of Engineer in charge.

SS Tower Bolts :

Providing & fixing 8" stainless steel tower bolts ISI marked on door & window frames complete in all respect as per the directions of Engineer in charge.

12.5 mm.thick cement plaster 1:2 .

White washing :

White washing (Three coat)

Distempering :

Distempering with dry distemper of approved manufacture two or more coats over one priming coat to give an even shade.

Shuttering :

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering.)

C / Shuttering : ( Walls)

Centering and shuttering for faces of walls,partitions,retaining walls and the like (vertical or battering) including attached pilasters,buttertsses etc.

C / Shuttering > 4.0 m.height :

Extra rate for shuttering work done above 4 meters height ( where any single storey exceeds 4 meters in height) for every additional height of 1 metres or part thereof.

Centering and shuttering for columns ( Square or rectangular or poly gonal in plain)

C / Shuttering > 4.0 m.height :

Extra rate for shuttering work done above 4 meters height ( where any single storey exceeds 4 meters in height) for every additional height of 1 metres or part thereof.

Centering and shuttering for sides and soffits of beam,beams,launching girders,bressumers,lintels.

C / Shuttering > 4.0 m.height :

Extra rate for shuttering work done above 4 meters height ( where any single storey exceeds 4 meters in height) for every additional height of 1 metres or part thereof.

Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc.

C / Shuttering > 4.0 m.height :

Extra rate for shuttering work done above 4 meters height ( where any single storey exceeds 4 meters in height) for every additional height of 1 metres or part thereof.

Staircase Railing :

Providing and fixing stair case railing made out of M.S. Square bars 20x20m as vertical cost 0.70 metre high fixed with M.S. Base plate of 40mx40mmx6mm and flat iron 40mmx6mm as hand rail complete in all respects.

Steel :

Cold twisted deformed (Ribbed/Tor Steel Bars) Fe 500 grade as per IS 1786-2008 for RCC works,where not including in the complete rate of RCC including bending,binding and placing in position complete.

Food Grade Epoxy Paint Work :

Prepartion of Concrete surface :

Prepartion of plastered or concrete surface for painting ( including sand papering the surface),using ready mixed cement based wall putty by applying two or more coats to get required fnish.

Cement Primer :

Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surface.

Diff.Rates :

Bajri :

From Mirthal 160 km

Coarse sand :

From Lohand Khad 183 km

Bricks :

From Moga

Steel

Extra rate for OPC Cement

Carriage :

Bajri :

From Mirthal 160 km

Coarse sand :

From Lohand Khad 183 km

Fine sand : 25 km

CSR items amount : (Rs)

Add 5.35 % over CSR items amount :

Total : CSR items amount + 5.35 % addition amount : (Rs)

Steel Doors :

NS RUIDP SOR 2023 / Code no. 29.12

CI Ventilator Cowl :

Providing,hoisting and fixing in position inverted "J" type 100 mm.dia.C.I.Cowl type ventilators with mosquito proof 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.

Providing and Applying Food grade Epoxy based water proof coat :

Providing and applying food grade Epoxy based water proof coat over existing RCC / Concrete flooring surfaces in three - part applications,containg low solvent - coloured,epoxy resin - based coating with lowVOC properties,specially formulated for food grade application for portable water storage tanks in ambient temperatures.

NON CSR items amount : (Rs)

G.Total amount : (CSR items amount + 5.35 % + Non-CSR items amount : (Rs)

Brick masonary work (1:5) : ( up to 4.0 m.height)

First class burnt brick work laid in cement sand mortar 1:5 in first storey up to 4 metres above plinth level.

Brick masonary work (1:5) : ( above 4.0 m.height) ( 4.0 - 6.0 m )

Brick masonary work (1:5) : ( above 4.0 m.height) ( 4.0 - 6.0 m )

Cement concrete 1:2:4

Damp proof course 4 cm. thick of cement concrete 1:2:4 with two coats of bitumen 20/30 penetration at 1.65 kg per sqm.laid hot and sanded.

Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixture as per IS : 1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in superstructure.

Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixture as per IS : 1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in superstructure.

Extra height Concrete :

Extra for RCC / PCC work done above 4 meters height ( where any single storey exceeds 4 meters in height ) for every additional height of 1 metres or part thereof.

Steel :

Cold twisted deformed (Ribbed/Tor Steel bar) Bars Fe 500 grade as per IS : 1786-2008, for R.C.C. works,where not including in the complete rate of R.C.C. including bending and binding,placing in position complete.

C / Shuttering : (Columns)

Centering and shuttering for columns ( Square or rectangular or poly gonal in plan)

C / Shuttering > 4.0 m.height : ( Columns)

Extra rate for shuttering work done above 4 meters height ( where any single storey exceeds 4 meterzs in height0 for every additional height of 1 metres or part thereof.

C/shuttering :

Centering and Shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. :

Extra rate for shuttering work done above 4 meters height ( where any single storey exceeds 4 meterzs in height0 for every additional height of 1 metres or part thereof.

C / Shuttering > 4.0 m.height :

C/shuttering : ( Lintels)

Centering and Shuttering for sides and soffits of beam,beams,launchings,girders,bressumers,lintels.

CP 12.5 mm.thk. : (1:4)

12.5 mm.thick cement plaster 1:4.

CP 12.5 mm.thk. : (1:2)

12.5 mm.thick cement plaster 1:2 .

White washing :

White washing (Three coat)

Preparation of plastered surface :

Prepartion of plastered surfaces for distempering including surface,applying filling with approved quality filler consisting of plaster o Paris and chalk mitti,including finishing the surface to the required finish complete.

Distempering :

Distempering with dry distemper of approved manufacture two or more coats over one priming coat to give an even shade.

Oil Bound Distemper :

Distempering with Acrylic washable oil bound distemper (of approved manufacture) two or more coats over one priming coat to give an even shade.

Earth filling under floors :

Ironite flooring:

50 mm.thick ironite ( Metallic floor hardner to be mixed with Granolithic topping for heavy duty floors ) floor consisting of 40 mm.thick cement concrete 1:2:4 base and top layer 10 mm. thick laid with one part of ironite and grey cement mixed together in the ratio of 1:4 by weight to two parts of hard granite chippings 6 mm gauge by volume finished smooth with hard rubbing.

Steel windows and ventilators :

Supplying openable steel windows of stanard rolled steel Z-sections, joints mitred and electrically flash welded with iron fittings including necessary iron handles,Peg-stay catchers,bolts,iron plugs and pressed steel projected hinges and glazing clips,complete ( Excluding glazing) and finished with two coats of ready mixed paint red lead non setting primer.

Fixing :

Fixing steel windows in walls with lugs,embedded in 15 cm x 12 cm x 7.5 cm. of cement concrete block of 1:2:4 mix,including,cost of cement concrete for lugs.

Glass panes :

Supplying and fixing glass panes with glazing clips and special metal sash putty of approved make.

Doors Shutter :

Aluminium Fittings :

Cost of Aluminium fittings complete for doors,windows such as tower bolts,handles,Stoppers and screw etc.for these fittings.(Excluding sliding bolt)

Steel Chowkats :

Supplying Pressed steel sheet frames (chowkhat) consisting of 18gauge (1.25 mm thick steel sheet of the specified section, including iron lugs (hold fast) iron hinges conforming to PWD specification including bolts for fixing stops lock notch provision for receiving tower bolts and finished with 1 primer coat approved quality, fixed in position excluding the cost of cement concrete 1:3:6 for fillings in the frame and cement concrete 1:2:4 for lugs complete.

Rolling Shutter :

Parapet Wall :

115 mm. thick brick wall laid in cement sand mortar 1:4 without reinforcement in superstructure.

CC 1:2:4 : ( coping )

Cement concrete 1:2:4

Cement Concrete 1:2:4 gola :

Cement concrete 1:2:4 gola 10 cm.x 10 cm. concave quadrant along junction of roofs with parapet wall finished smooth,where specially specified.

Top Khurra :

Top khurra 0.6 m. x 0.6 m. for rain water pipe in 25 mm.thick cement concrete 1:2:4 over 50 mm.thick cement concrete 1:8:16.

Bottom Khurra :

Bottom Khurra on ground 1.2 m x 0.6 m consisting of bricks on edge laid in cement mortar 1:3 over 7.5 cm.cement concrete 1:8:16, including 12.5 mm. thick cement plaster 1:3

Drip Course :

Providing 75 mm.first class brick drip course at junction of roof and walls laid in cement sand mortar 1:4 including dressing of bricks.

Dry Brick edge paving :

Dry brick on edge paving sand grouted over 50 mm. thick earth and mud plaster.

CI Rain water pipes :

Providing and fixing cast iron 100 mm dia, rain water pipe with screw and wooden plugs fixed on wall-face, including filling joints with spun yarn and cement mortar 1:2 excluding head and shoe etc.

CI head :

Providing and fixing cast iron head for rain water pipe on wooden plugs fixed on wall-face including filling the joints with spun yarn and cement mortar 1:2.

CI shoes :

Providing and fixing cast iron shoe for rain water pipe on wooden plugs fixed on wall face including filling the joints with spun yarn and cement mortar 1:2.

Embedding of CI Rain water pipes :

Embedding 100 mm.C.I.rain water pipe non-pressure I.S.I. Mark pipe in cement mortar during masonary work.

Difference Rates :

Bajri :

From Mirthal 160 km

Coarse sand :

From Lohand Khad 183 km

Bricks : ( / 1000 nos)

From Moga

Steel

Extra rate for OPC Cement

Carriage of Materials :

Bajri :

From Mirthal 160 km

Coarse sand :

From Lohand Khad 183 km

Fine sand : 25 km

Total :

Total after adding 5.35 % :

Excavation : ( Manually)

Excavation manually in trenches for pipe lines with straight or open cutting in streets and lanes in builtup area where width of street / Lane from wall to wall is less than 3 meter including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. Providing & fixing caution boards, watching, fencing, etc. and removal of surplus soil from the site upto 15 meter distance complete in all respects.

Excavation : (Mech.)

Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect.

DI K-7 Pipes :

Pipe lines laid complete.

DI Specials :

Supplying & laying D.I. specials / fittings as per IS :9523-2000 (ISI marked with prior approval of Engineer-in-Charge ) class K-12 suitable for tyton joint with external bitumen coating and inside cement mortar lining,scaffolding,tools and plants,ropes,guys,etc.Complete in all respects.

D / F Pipe :

Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Double Flanged Pipes with screwed,flanged as per IS : 8329 - 2000,Class K -9 and laying the same in trenches to correct alingnment and gradients,jointed with nut bolts and rubber insertion joints fitted complete including all cartage.

Pipe lines laid complete.

Scour Valve :

Providing & fixing C.I./D.I.Flanged end,stem of SS (AIS 1410) and Bronge (gunmetal) working parts Sluice Valves ISI marked 14846-2000 including jointing,testing & cost of Nut,Bolt & Insertion sheet all carriage complete.(with the approval of Enginner-in-charge.)

Sluice Valves flanged.(mm.i/d)

Valve chambers :

Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department.

Diff.rates of materials :

Bajri :

From Mirthal 160 km

Coarse sand :

From Lohand Khad 183 km

Bricks :

From Moga

Steel

Extra rate for OPC Cement

Carriage of materials :

Bajri :

From Mirthal 160 km

Coarse sand :

From Lohand Khad 183 km

Fine sand : 25 km

Bailing out of water :

Bailing out water from the trenches for making new connections in existing pipe lines including cleaning trimming and dressing the trenches to correct alignment and grade as required by the Engineer-in-charge.

CSR Items amount : ( Rs.)

Add 5.35 % over CSR Items amount : (Rs.)

CSR Items amount + 5.35 % addition over CSR Items amount : (Rs.)

Air Valve :

NS Based on PHED Rajasthan 2023 Code no.6.6

Class PN 1.0

NON CSR Items amount : ( Rs.)

G.Total : ( Rs) CSR Items amount + 5.35 % addition over CSR Items amount + NON CSR Items amount :

Excavation : ( Manually)

Excavation manually in trenches for pipe lines with straight or open cutting in streets and lanes in builtup area where width of street / Lane from wall to wall is less than 3 meter including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. Providing & fixing caution boards, watching, fencing, etc. and removal of surplus soil from the site upto 15 meter distance complete in all respects.

Excavation : (Mech.)

Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect.

DI K-7 Pipe :

Pipe lines laid complete.

uPVC Pipe :

Providing and laying,jointing,fixing and testing ISI Marked uPVC Pipe lines as per ISI -4985 -2000, including specials such as tees,bends,sockets,elbow etc.cutting,testing ( including cost of specials ),in the ground complete in all respects.

DI Specials :

Supplying & laying D.I. specials / fittings as per IS :9523-2000 (ISI marked with prior approval of Engineer-in-Charge ) class K-12 suitable for tyton joint with external bitumen coating and inside cement mortar lining,scaffolding,tools and plants,ropes,guys,etc.Complete in all respects.

Sluice Valve :

Providing & fixing C.I./D.I.Flanged end,stem of SS (AIS 1410) and Bronge (gunmetal) working parts Sluice Valves ISI marked 14846-2000 including jointing,testing & cost of Nut,Bolt & Insertion sheet all carriage complete.(with the approval of Enginner-in-charge.)

Sluice Valves flanged.(mm.i/d)

Jointing of DI pipes : ( for specials)

Jointing of D.I.Pipe and Specials with rubber tyton joints fitted complete excluding the cost of rubber gasket including testing etc.complete in all respect. (Note : This Item will be paid as per site requirement.)

mm.i/d.pipe lines.

CI Surface Boxes :

Providing ,fixing and jointing CI surface boxes for sluice valve,Air valve,Fire hydrant etc.including all carriages complete.

CI Surface Box : @ 33kg./box & For Fire Hydrant :131 kg/Box

C.I.Indicating Plates :

Providing & Fixing C.I. indicating plates of size 100 mm.x 100 mm.for SV/FH including synthetic enamel paint & letters in white enamel paint fixing in the ground with angle iron of size 25 x 25 x 5 mm.,230 mm.height from ground including concrete block complete in all respect as directed by Engineer-in-charge.

Valve chambers :

Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department.

Diff.rates of materials :

Bajri :

From Mirthal 160 km

Coarse sand :

From Lohand Khad 183 km

Bricks :

From Moga

Steel

Extra rate for OPC Cement

Carriage of materials :

Bajri :

From Mirthal 160 km

Coarse sand :

From Lohand Khad 183 km

Fine sand : 25 km

Bailing out of water :

Bailing out water from the trenches for making new connections in existing pipe lines including cleaning trimming and dressing the trenches to correct alignment and grade as required by the Engineer-in-charge.

Total : (Rs.)

G.Total : ( Rs)

Excavation :

Excavation in Soil ( any type) using hydraulic Excavator CK 90 with hydraulic excavator of 0.90 cum bucket capacity,including,cutting,trimming bottom and side slopes,in accordance with requirements of lines,grades and cross sections,including all lifts and combined lead up to 30 m.

Cement concrete 1:2:4

Reeinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS : 1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth

Steel :

Cold twisted deformed (Ribbed/Tor Steel bar) Bars Fe 500 grade as per IS : 1786-2008, for R.C.C. works,where not including in the complete rate of R.C.C. including bending and binding,placing in position complete.

Shuttering :

Shuttering for faces of concrete foundations and foundation beam & plinth beam ( vertical or battering )

C / shuttering : ( Columns)

Centering and Shuttering for columns ( square or rectangular or poly gonal in plan)

C / shuttering : ( Beams)

Centering and Shuttering for columns ( square or rectangular or poly gonal in plan)

115 mm.thk.BBM :

115 mm. thick brick wall in cement sand mortar 1:4 without reinforcement in superstructure.

CP 20 mm.thk. :

20 mm.thick cement plaster 1;4 in two coat work

White wash :

White washing ( Three coat)

Dry distemper :

Distempering with dry distemper of approved manufacture two or more coats over one priming coat to give an even shade

Sliding Shutters :

Providing and fixing G.I. Sheet 0.80mm thick sliding shutters with 40mmx40mmx6mm angle iron frame with diagonal braces 3.15mm gusset plates at the junctions, hooks at top and 25mm dia pulleys at bottom and 40mmx40mmx25mm dia pulleys at bottom and 40mx40mmx6mm angle iron top and bottom guides including locking arrangement with handles etc. complete.

Diff.in rates of materials :

Bajri :

From Mirthal 160 km

Coarse sand :

From Lohand Khad 183 km

Bricks :

From Moga

Steel

Extra rate for OPC Cement

Carriage of materials :

Bajri :

From Mirthal 160 km

Coarse sand :

From Lohand Khad 183 km

Fine sand : 25 km

CSR Items amount : ( Rs)

5.35 % addition over CSR Items amount ; ( Rs)

CSR Items amount + 5.35 % addition : ( Rs)

Barbed wire fencing :

1.2 Meter High G.I.Barbed Wire fencing

NS (Rate ana

NON CSR Items amount : ( Rs)

G.Total : (Rs.)

Excavation in Soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting,trimming bottom and side slopes,in accordance with requirements of lines,grades and cross sections with all lifts and lead up to 30 m.

Loading by Mechanical means :

Rate for loading into wagon,Trucks or boats within 15 meters lead.

Carriage of Earth : ( Balance earth Qty)

Total : ( Rs.)

Add 5.35 % over CSR Items amount : (Rs)

G.Total : (Rs.)

Intake Pumping Station

Raw Water Pumping Station including Floating Arms

Clear Water Pumping Station

Intake Pumping Station

Raw Water Pumping Station

Clear Water Pumping Station

Sub-Station for Raw & Clear water Pumping Station and WTP

SCADA for Intake, Raw Water & Clear Water Pumping Station, WTP & Sub-Station

Description

One Thousand Three Hundred Eighty Four Rupees and Eighty Paise

Four Hundred Thirty Five Rupees and No Paise

Seven Hundred Thirty Eight Rupees and Seventy Five Paise

Ninety Five Rupees and No Paise

One Hundred Two Rupees and Fifty Paise

Three Hundred Eighty Seven Rupees and Fifty Paise

One Hundred Thirteen Rupees and Seventy Five Paise

One Thousand Twelve Rupees and Twenty Paise

Ninety Five Rupees and No Paise

One Hundred Fifty Seven Rupees and No Paise

Two Hundred Forty Four Rupees and No Paise

Fifteen Rupees and No Paise

Ninety Eight Rupees and Eighty Paise

Sixty Seven Rupees and Twenty Paise

One Hundred Nine Rupees and No Paise

One Hundred Eight Rupees and No Paise

One Hundred Twenty One Rupees and No Paise

One Hundred Eighty Six Rupees and No Paise

Description

Four Hundred Sixty Five Rupees and No Paise

Nine Hundred Fifty Seven Rupees and Fifty Paise

One Hundred Twenty Five Rupees and No Paise

One Hundred Thirteen Rupees and Seventy Five Paise

Five Hundred Ninety One Rupees and Twenty Five Paise

One Thousand Twelve Rupees and Twenty Paise

Ninety Five Rupees and No Paise

One Hundred Fifty Seven Rupees and No Paise

Two Hundred Forty Four Rupees and No Paise

Fifteen Rupees and No Paise

Ninety Eight Rupees and Eighty Paise

One Hundred Nine Rupees and No Paise

One Hundred Eight Rupees and No Paise

Six Lacs Forty Seven Thousand Two Hundred Seventy Two Rupees and No Paise

One Hundred Twenty One Rupees and No Paise

One Hundred Eighty Six Rupees and No Paise

Description

Nine Hundred Fifty Seven Rupees and Fifty Paise

One Hundred Two Rupees and Fifty Paise

Five Hundred Ninety One Rupees and Twenty Five Paise

One Hundred Thirteen Rupees and Seventy Five Paise

One Thousand Twelve Rupees and Twenty Paise

Ninety Five Rupees and No Paise

One Hundred Fifty Seven Rupees and No Paise

Two Hundred Forty Four Rupees and No Paise

Fifteen Rupees and No Paise

Ninety Eight Rupees and Eighty Paise

One Hundred Nine Rupees and No Paise

One Hundred Eight Rupees and No Paise

Six Lacs Forty Seven Thousand Two Hundred Seventy Two Rupees and No Paise

One Hundred Twenty One Rupees and No Paise

One Hundred Eighty Six Rupees and No Paise

Description

One Thousand Nine Hundred Thirty Eight Rupees and No Paise

Five Hundred Three Rupees and Seventy Five Paise

One Thousand Six Hundred Seventy Five Rupees and No Paise

Ninety Five Rupees and No Paise

One Hundred Fifty Three Rupees and Seventy Five Paise

One Thousand Three Hundred Six Rupees and Twenty Five Paise

One Thousand Twelve Rupees and Twenty Paise

Ninety Five Rupees and No Paise

Two Hundred Forty Four Rupees and No Paise

Fifteen Rupees and No Paise

One Hundred Eight Rupees and No Paise

Four Hundred Sixteen Rupees and No Paise

Description

Forty Three Lacs Thirty Nine Thousand Six Hundred Sixty Six Rupees and No Paise

5 Years' Operation & Maintenance Cost (PART 2)

Construction period (30 Months)

1st Year.

2nd Year.

3rd Year.

4th Year.

5th Year.