Canal Water Based Water Supply Project for Construction of 5.0 MLD WTP and other related works incluidng 5 years Operation and Mantenance Part 2 at Mallanwala Khas Distt Ferozepur Punjab under AMRUT 2.0 Scheme

STANDARD BIDDING DOCUMENT FOR PROCUREMENT OF WORKS

Canal Water Based Water Supply Project for Construction of 5.0 MLD Water Treatment Plant (WTP) and other related works including 5 years’ Operation and Maintenance (Part-2) at Mallanwala Khass, District : Ferozepur, Punjab under AMRUT 2.0 Scheme

Project Value: Capital cost: Rs. 1518.16 Lakh 5 Years' O&M: Rs. 176.32 Lakh

Name of Work: Canal Water Based Water Supply Project for Construction of 5.0 MLD Water Treatment Plant (WTP) and other related works including 5 years’ Operation and Maintenance (Part-2) at Mallanwala Khass, District : Ferozepur, Punjab under AMRUT 2.0 Scheme

Name of Bidder:

1 Construction of 5.0 MLD Water Treatment Plant (WTP) and other related works Part-2

2 5 Years' Operation and Maintenance of WTP and other related components of Part 2.

Estimate Amount (1 +2 ) (In Rs): Enter Rate below without (+), (-) and (%) symbols For "At Par" Rate, Enter Zero.

Percentage Above/Below/At Par Select %

Amount as per percentage quoted, Percentage Rate (1+2) (Amount in Rs)

Amount In Words No Rupees and No Paise

Provisional Sum (Not part of bidding) Rs in Lakh =

Name of Work: Canal Water Based Water Supply Project for Construction of 5.0 MLD Water Treatment Plant (WTP) and other related works including 5 years’ Operation and Maintenance (Part-2) at Mallanwala Khass, District : Ferozepur, Punjab under AMRUT 2.0 Scheme

Details Summary WTP Part-2

S.No Particulars Total Amount (Rs)

Capital Works: Percentage Rate

I ) Civil works :

1 Canal Intake :

i) RCC Valve Chamber near Canal

ii) Rising main from Canal to Concrete Channel

iii) Raw Water Concrete Channel

iv) RWR Intake Well & Pumping machinery room, Panel room and Meter room

v) Boundary wall with Wire fencing at Intake Pumping Station

2 Raw Water Transmission main :

i) Raw water transmission main : DI K-7: 1080 m

3 Raw water S & S Tank :

i) Raw Water Storage and Sedimentation (S &S ) Tank with Ramp

ii) Raw Water Inlet Chamber to S & S Tank - I

iii) Raw Water Inlet Chamber to S & S Tank - II

iv) Raw Water Outlet Valve Chamber

v) Construction of supporting RCC columns for Solar Panel

4 Raw water sump and Pumping station :

i) Raw water sump

ii) Pumping machinery,Panel room & Store room

5 Water Treatment Plant :

i) Capacity : 5 MLD (22 Hrs @227.08 KLH)

6 Chlorine Contact tank :

i) Chlorine Mixing Chamber

ii) Valve Chamber

iii) Chlorine Contact tank

7 Clear Water Reservoir : ( CWR )

i) Clear Water Reservoir with Compartment

ii) CWR Sump and Pumping station,Panel Room :

8 Clear Water Transmission Main : DI K-7,

i) Clear water transmission main : DI K-7: 8379 m

ii) Minor Crossing

iii) National / State Highway crossing (Thrusting/ Trenchless)

9 Distribution line within WTP premises ( DI K-7 100 mm.i/d, L =80 m) and uPVC 40 mm.i/d. Length =100.0m

10 WTP Boundary wall = 650m

A PART A : ( Rs.Lakh) Civil works +WTP

II ) Mechanical Works :

Raw water pump : Intake well to S & S Reservoir

Raw water pump :S&S Reservoir to WTP

Dewatering Pumps: In S&S Reservoir

Clear water pump : Clear water Reservoir to OHSR

B PART B : ( Rs.Lakh) Mechanical works

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

C PART C : ( Rs.Lakh) Electrical, Instrumentation & SCADA Works

Estimate Amount (Part A, B & C,) (In Rs):

PART D : 5 Years' Operation and Maintenance

E Provisional Sum (Not part of bidding) Rs. In Lakh

a Provisional Sum (Capital Cost) Rs in Lakhs :

b PWSSB Charges and Cess,Rs in Lakhs :

Total Provisional Cost Rs in Lakhs (Not part of bidding)

Part-2: Canal Water Based Water Supply Project for Construction of 5.0 MLD Water Treatment Plant (WTP) and other related works including 5 years’ Operation and Maintenance (Part-2) at Mallanwala Khass, District : Ferozepur, Punjab under AMRUT 2.0 Scheme

Provisional Sum

S.no. Description Unit Qty Cost (Rs in Lakh)

(A) Provisional Sum (Capital Cost) :

1 Price Escalation = 3.75 % of Capital Cost ( @ 7.50 % per annum and average 3.75% per year) 0.0375 56.93115804921767

2 Contingencies on Capital Cost 0.018551 28.163464345894322

3 Permission & execution / BT Bill of Railway 120

4 Permission / BT Bill of National Highway (10m CWR) National Highway (NH) : Bank Guarantee = 2.20 Lakhs License fee = 1.20 Lakhs LS = 1.60 Lakh 5

5 Permission / BT Bill of B & R deposit/Nallah crossing: (8379m CWR) +(1150m RWR) B&R Road Cutting & Restoration: KC: at Rs.300 / sqm : 9529x1.25 = 11911.25 sqm=Rs.35.73 Lakh 35.73375

6 Shifting of Utilities ( Electric Poles,W/S.and Sewerage Pipeline,Other Service Utilities) 10

Permission / BT Bill of Forest dept. 10

7 Permission / BT Bill of Mandi Board. BT Type Road 0

Irrigation Deposit work Charges for providing Raw Water and Construction of Cross regulator if there is no existing cross regulator (01 no. Canal crossing) 40

8 Electrical connections charges :

a Intake Pumping station 2.98853

b Sub Station 14.93438

Sub Total (A) Provisional Sum

9 (B) PWSSB Charges and Cess :

a Contingencies Charges on work @ 1% ( To be paid on actual limited to maximum @ 1% of Capital cost) 0.01 15.181642146458046

b PWSSB Charges @ 6 % on Capital Cost 0.06 91.08985287874827

c Third Party Inspection Charges @ 0.92% 0.0092 13.967110774741402

a Culture Cess @ 1% ( For works more than 15 Crore on PWSSB works and Nil for Local Govt. works ) 1% 15.181642146458046

b Cancer Cess @ 1% ( For works more than 15 Crore) 1% 15.181642146458046

Sub Total (B) PWSSB Charges and Cess

Total : Provisional Sum (A+B) (Not part of bidding)

RCC Valve Chamber near Canal

Sl.no. Reference Particulars of Items and details of works Unit Quantity Rate (Rs) Rate in words (Rs) Amount (Rs)

1.Capital Works ' CSR based Items

Earthwork in excavation :

29.2 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.

A Depth upto 1.50 m.B.G.L.

i All classes of soil except rocky cum 17.5959375 83

Extra depth excavation :

29.2 / B Where depths of excavation exceeds 2.0 metre below ground levels or total quantity of excavation is more than 100 cum,total excavation will be paid as per chapter 6.19 and quantity of backfilling quantity as per item 4.1 (a)

Extra depth excavation : > 1.50 m.

6.19 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 60 m. cum 17.009406249999998 34

Rate for loading :

4.1 (A ) Stone (building or pitching),Sand,Earth,Fly Ash,Bajri,Shingle,Spalls,Brick bats,Brick ballast and Stone metal.

Rate for loading into wagons,trucks or boats within 15 metres lead. cum 34.60534375 19.48

Carriage of Earth :

5.1 ( i) Surkhi,Sand,Earth,Fly Ash,Bajri,Ballast,Stone Boulders,kankar and Building Rubbish.

1 st chain of 30 meters (0 - 30 m) cum 30.794600000000003

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

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

10.13 Cement concrete 1:2:4

a With stone ballast or shingle

ii mixing by mechanical means using concrete mixer volumetric type. cum 1.7595937500000003 4670

10.17 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. cum 11.843428344472539 5698

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or Battering.) sqm 3.87 210

C / shuttering :

9.2 Centering and shuttering for faces of walls,partitions,retaining walls and the like (vertical or battering) including attached pilasters,buttertsses etc. sqm 42.209999999999994 405

C / shuttering :

9.8 Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. sqm 3.661128330588459 532

18.18 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. Qtl 9.64214267557803 6497

PVC Foot Steps :

29.35 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. each 10 209

RCC Manhole cover with frame :

29.34 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)

A RCC Man hole cover with frame

a 560 mm.i/d.RCC Man hole cover with frame as per ISI

ii Heavy duty Each 1 1942

28.27 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.)

B Class PN-1.6 as per ISI

Sluice Valves flanged.(mm.i/d)

28.23 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 pipe for Valve Operation)

28.35 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 :

From Mirthal 180 km

Coarse sand : Cum 5.884491375623192 -143.8

From Lohand Khad 220 km

Extra rate for OPC Cement Bags 103 26.22

Carriage of Materials :

5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

Bajri : Cum 642.3531

From Mirthal 180 km

Coarse sand : Cum 706.6600999999999

From Lohand Khad 220 km

Capital Works ' CSR based Items ( In Rs)

Add 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 02-03-2023 Capital Works ' CSR based Items after adding 5.35% ( In Rs)

1.Capital Works ' NON CSR based Items

NS RUIDP SOR 2022-23 Code No. 19.56 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (suitable for sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.

Puddle Collar :

NS RUIDP SOR 2022-23 Code No. 19.63 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

19.63.7 300 mm.dia. Each 2

Capital Works ' NON CSR based Items ( In Rs)

CSR based amount after adding 5.35% ( In Rs)

Non - CSR based amount ( In Rs)

Total : CSR + Non CSR Amount : ( Rs)

Rising Main up to Raw Water Channal

Sl.no. Reference Particulars of Items and details of works Unit Quantity Rate (Rs) Rate in words (Rs) Amount (Rs)

1.Capital Works ' CSR based Items

Earthwork in excavation :

Excavation : ( Manually)

28.1 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.

(a) Earthwork upto 1.50 mt.Depth.

i All classes of soil except rocky Cum 35.505 169.03

Excavation : (Mech.)

28.2 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.

(a) Earthwork upto 1.50 mt.Depth.

i All classes of soil except rocky Cum 99.1

28.7 B Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Pipe (S&S) as per IS 8329 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage,cost of rubber ring.

A DI pipe as per IS 8329 DI-K7

(f) 300 mm.i/d. Pipe lines laid complete. m 45 4473.4272

28.25 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.

a DI Specials : Up to 300 mm.i/d. Kg 60.83799067438046 115.81

Capital Works ' CSR based Items ( In Rs)

Add 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 02-03-2023 Capital Works ' CSR based Items after adding 5.35% ( In Rs)

Total : CSR Amount : ( Rs)

Rising Main up to Raw Water Channal

Sl.no. Reference Particulars of Items and details of works Unit Quantity Rate (Rs) Rate in words (Rs) Amount (Rs)

1.Capital Works ' CSR based Items

29.2 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.

A Depth upto 1.50 m.B.G.L.

i All classes of soil except rocky cum 13.6875 83

29.2 / B Where depths of excavation exceeds 2.0 metre below ground levels or total quantity of excavation is more than 100 cum,total excavation will be paid as per chapter 6.19 and quantity of backfilling quantity as per item 4.1 (a)

Extra depth excavation :

6.19 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. cum 20.531249999999996 34

4.1 ( A) Rate for loading in to wagons,trucks or boats within 15 meters lead. cum 19.48

Carriage of Earth : ( Balance earth Qty)

5.1 ( i) Surkhi,Sand,Earth,Fly Ash,Bajri,Ballast,Stone Boulders,kankar and Building Rubbish.

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

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

10.13 Cement concrete 1:2:4

a With stone ballast or shingle

ii mixing by mechanical means using concrete mixer volumetric type cum 1.36875 4670

10.17 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. cum 19.9901 5698

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

> 4.0 mt.height

Walls concrete :

Shuttering : ( Raft foundation)

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering.) sqm 4.26 210

C / shuttering : ( Walls)

9.2 Centering and shuttering for faces of walls,partitions,retaining walls and the like (vertical or battering) including attached pilasters,buttertsses etc. sqm 90.4 405

Extra rate for shuttering :

9.16 Extra for shuttering work done above 4 meters height (where any single storey exceeds 4 meters in height) for every additional height of 1 meters or thereof. 4.0 - 5.0 m sqm 6.779999999999997 446

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

0.0 Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. sqm 3.1799999999999997 532

18.18 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. Qtl 18.14148 6497

Safety foot rest :

29.35 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. Each 26 209

MS Railing for Operation platform Bar screen :

18.3 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. m 3.6999999999999997 908

28.27 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.)

B Class PN-1.6 as per ISI

Sluice Valves flanged.(mm.i/d)

28.23 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 Pipe for Valve Operation)

28.35 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 :

From Mirthal 180 km

Coarse sand : Cum 10.2772205

From Lohand Khad 220 km

Steel Qtl 18.14148

Extra rate for OPC Cement Bags 182

Carriage of materials :

5.2 (i) Earth,Surkhi,Sand,Earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

From Mirthal 180 km

Coarse sand : Cum

From Lohand Khad 220 km

Capital Works ' CSR based Items ( In Rs)

Add 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 02-03-2023 Capital Works ' CSR based Items after adding 5.35% ( In Rs)

1.Capital Works ' NON CSR based Items

NS RUIDP SOR 2022-23 Code No. 19.56 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (suitable for sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.

Puddle Collar :

NS RUIDP SOR 2022-23 Code No. 19.63 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

19.63.7 300 mm.dia. Each 2

Capital Works ' NON CSR based Items ( In Rs)

CSR based amount after adding 5.35% ( In Rs)

Non - CSR based amount ( In Rs)

Total : CSR + Non CSR Amount : ( Rs)

RWR Intake well & Pumping Machinery room, Panel room & Meter room

Sl.no. Reference Particulars of Items and details of works Unit Quantity Rate (Rs) Rate in words (Rs) Amount (Rs)

1.Capital Works ' CSR based Items

Earthwork excavation :

29.2 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.

A Depth upto 1.50 m.B.G.L.

i All classes of soil except rocky cum 55.9125 83

Extra depth excavation :

29.2 / B Where depths of excavation exceeds 2.0 metre below ground levels or total quantity of excavation is more than 100 cum,total excavation will be paid as per chapter 6.19 and quantity of backfilling quantity as per item 4.1 (a)

6.19 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. cum 197.39999999999998 34

Loading by Mechanical means :

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

4.1 (A) Stone (building or pitching) Sand,Earth,Fly ash,Bajri,Shingle,Spalls,Brick bats,Brick ballast and Stone metal. cum 19.48

Carriage of Earth : ( Balance earth Qty)

5.1 ( i) Surkhi,Sand,Earth,Fly Ash,Bajri,Ballast,Stone Boulders,kankar and Building Rubbish.

1 st chain of 30 meters (0 - 30 m) cum 30.794600000000003

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

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

10.13 Cement concrete 1:2:4

a With stone ballast or shingle

ii mixing by mechanical means using concrete mixer volumetric type. cum 3.285 4670

M-30 : Plinth level

10.17 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. cum 42.050287499999996 5698

M-30 : Plinth level > 4.0 m

10.49 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)

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering.) sqm 6.859999999999999 210

C / Shuttering : ( Walls)

9.2 Centering and shuttering for faces of walls,partitions,retaining walls and the like (vertical or battering) including attached pilasters,buttertsses etc. sqm 140 405

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

9.16 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. sqm

C / Shuttering : (Columns)

9.4 Centering and shuttering for columns ( Square or rectangular or poly gonal in plan) sqm 50.4 477

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

9.16 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. sqm

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

C / Shuttering : (Slab)

9.8 Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. sqm 57.195 532

18.18 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. Qtl 80.29025250000001 6497

PVC Foot Steps :

29.35 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. Each 34 209

Note : PVC foot Steps are provided at ( 1+1=2) locations

RCC Manhole cover with frame :

29.34 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)

A RCC Man hole cover with frame

a 560 mm.i/d.RCC Man hole cover with frame as per ISI

ii Heavy duty Each 2 1942

Diff.rates of materials :

From Mirthal 180 km

Coarse sand : Cum 34.38999999999999

From Lohand Khad 220 km

Extra rate for OPC Cement Bags 610.62

Carriage of materials :

5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

From Mirthal 180 km

Coarse sand : Cum

From Lohand Khad 220 km

Intake Pumping Station & Panel Combined

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

11.6 First class burnt brick work laid in cement sand mortar 1:5 in first storey up to 4 metres above plinth level. cum 27.022854720193767 5151

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

11.29 b Extra for work above 4 meters ( where any single storey exceeds 4 meters in height 0 for every additional height of 2 meters or part thereof for Brick Work / concrete Block / Clay Block

Brick masonary work (1:5) : ( above 4.0 m.height) ( 4.0 - 6.0 m ) cum 9.7244 5332

10.13 Cement concrete 1:2:4

(a) with stone ballast or shingle

ii mixing by mechanical means using concrete mixer volumetric type. cum 6.586 4670

10.26 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. sqm 10.363800000000001 331

10.22 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. cum 26.243026944901928 6449

10.22 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 :

10.49 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.

18.18 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. Qtl 24.419999999999998 6497

C / Shuttering : (Columns)

9.4 Centering and shuttering for columns ( Square or rectangular or poly gonal in plan) sqm 50.4 477

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

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

C / Shuttering > 4.0 m height : ( Columns) ( 4.0 - 5.0 m) sqm 11.9775 518

C / Shuttering > 4.0 m height : ( Columns) ( 5.0 - 6.0 m) sqm 8.399999999999999 559

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

9.16 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)

9.6 Centering and Shuttering for sides and soffits of beam,beams,launchings,girders,bressumers,lintels. sqm 28.959079632679494 380

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

15.9 12.5 mm.thick cement plaster 1:4. sqm 114.83204868886568 189

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

15.7 12.5 mm.thick cement plaster 1:2 . sqm 287.63700000000006 213

White washing :

16.3 White washing (Three coat) sqm 402.46904868886577 15

Preparation of plastered surface :

16.6 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. sqm 287.63700000000006 61

16.7 Distempering with dry distemper of approved manufacture two or more coats over one priming coat to give an even shade. sqm 114.83204868886568 63

Oil Bound Distemper :

16.1 Distempering with Acrylic washable oil bound distemper (of approved manufacture) two or more coats over one priming coat to give an even shade. sqm 287.63700000000006 75

Earth filling under floors :

6.8 / (a) / (ii) Earth filling under floors with surplus soil containing more than 40% gravel or kanker excavated from foundation and taken only from outside the building plinth in 15 cm. layers including ramming, watering and consolidating lead upto 30 metres. cum 113.10000000000002 113

Ironite flooring:

14.4 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. sqm 48.364200000000004 781

CC 1:4:8 Base for Ironite flooring:

10.11 Cement concrete 1:4:8

(a) with stone ballast 20 mm.gauge

ii mixing by mechanical means using concrete mixer volumetric type. cum 4.83642 3630

Steel windows and Ventilators :

18.2 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.

(b) Above one sqm Area kg 54 108

18.23 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. sqm 11.04 240

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

(a) Glass panes 3 mm. or 8.44 kg /sqm up to 0.4 sqm.area. sqm 14.28 512

Doors Shutter :

17.17 (i) Kail wood doors shutter and window shutter panelled,galzed or glazed and panelled,including hinges,screws,chokes,cleats and cords etc. complete fixed in position.(Single Leaf)

(a) 40mm thick. sqm 2.4804 3878

Aluminium Fittings :

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

(ii) For shutter area above 0.50 sqm sqm 2.5864000000000003 111

Steel Chowkats :

18.24 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.

(c) Doors and windows frame of size 151mm x 60mm with 35 mm wide double rebate weighing 3.95 kg per meter. m 6.68 531

Rolling Shutter :

18.11 (a) Supplying and fixing rolling shutters of approved make,made of 80 mm.x 1.25 mm. M.S.Laths.interlocked together through their entire length and jointed together at the end, by end locks, mounted on specially designed pipe shaft with brackets, side guides, 27.5 cm.long wire spring grade No.2 and arrangement for inside and outside locking with push and pull operation complete including top cover 0.80 mm.thick ( payment is to be made for the exact size of opening where rolling shutter is to be fixed). sqm 15 2797

11.36 115 mm. thick brick wall laid in cement sand mortar 1:4 without reinforcement in superstructure. sqm 10.830000000000002 640

CC 1:2:4 : ( Coping )

10.13 Cement concrete 1:2:4

(a) with stone ballast or shingle

ii mixing by mechanical means using concrete mixer volumetric type. cum 2.7075000000000005 4670

13.55 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. Mtr 36.1 65

13.45 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. Nos. 4 95

Bottom Khurra :

13.51 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 Nos. 4 677

11.42 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. Rmt 36.1 121

Dry Brick edge paving :

14.18 Dry brick on edge paving sand grouted over 50 mm. thick earth and mud plaster. Sqm 5.75 463

CI Rain water pipes :

13.41 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. m 13.98 1154

13.42 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. nos. 4 774

13.43 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. nos. 4 774

Embedding of CI Rain water pipes :

13.44 Embedding 100 mm.C.I.rain water pipe non-pressure I.S.I. Mark pipe in cement mortar during masonary work. m 4 1029

Meter Room Above GL

6.7 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

(a) For ordinary gravel soil involving pick work: cum 24.356250000000003 263

10.13 Cement concrete 1:2:4

(a) With stone ballast or shingle

ii mixing by mechanical means using concrete mixer volumetric type cum 3.2475000000000005 4670

M-30 : Plinth level

10.17 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. cum 0.6555833333333334 5698

18.18 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. Qtl 0.4448 6497

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

11.5 First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. cum 6.270000000000001 5013

Difference rates of materials :

From Mirthal 180 km

Coarse sand : Cum 18.33

From Lohand Khad 220 km

Extra rate for OPC Cement Bags 455.8

Carriage of materials :

5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

From Mirthal 180 km

Coarse sand : Cum 18.33

From Lohand Khad 220 km

Fine sand : 60 km Cum 19.25 371.49

Capital Works ' CSR based Items ( In Rs)

Add 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 02-03-2023 Capital Works ' CSR based Items after adding 5.35% ( In Rs)

Total : CSR Amount : ( Rs)

Intake Boundary wall

Sl.no. Reference Particulars of Items and details of works Unit Quantity Rate (Rs) Rate in words (Rs) Amount (Rs)

1.Capital Works ' CSR based Items

6.19 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. cum 36 34

10.13 Cement concrete 1:2:4

a With stone ballast or shingle

ii mixing by mechanical means using concrete mixer volumetric type cum 2.5000000000000004 4670

10.17 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 cum 17.337733333333336 5698

18.18 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. Qtl 14.77 6497

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam ( vertical or battering ) sqm 16.000000000000004 210

C / shuttering : ( Columns)

9.4 Centering and Shuttering for columns ( square or rectangular or poly gonal in plan) sqm 51 477

C / shuttering : ( Beams)

9.6 Centering and Shuttering for columns ( square or rectangular or poly gonal in plan) sqm 93.84 380

115 mm.thk.BBM :

11.36 115 mm. thick brick wall in cement sand mortar 1:4 without reinforcement in superstructure. sqm 82.8 640

CP 20 mm.thk. :

15.2 20 mm.thick cement plaster 1;4 in two coat work sqm 165.6 260

0.0 White washing ( Three coat) sqm 165.6 15

Dry distemper :

0.9 Distempering with dry distemper of approved manufacture two or more coats over one priming coat to give an even shade sqm 165.6 63

Sliding Shutters :

0.9 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. sqm 7.05 4118.4

Diff.in Rates of materials :

From Mirthal 180 km

Coarse sand : Cum 8.59

From Lohand Khad 220 km

Bricks : 1000 no 4.554

Steel Qtl 14.77

Extra rate for OPC Cement Bags 190.9

Carriage of Materials :

5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

From Mirthal 180 km

Coarse sand : Cum 8.59

From Lohand Khad 220 km

Fine sand : 60 km Cum 6.34248

Capital Works ' CSR based Items ( In Rs)

Add 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 02-03-2023 Capital Works ' CSR based Items after adding 5.35% ( In Rs)

1.Capital Works ' NON CSR based Items

Barbed wire fencing :

1.2 Meter High G.I.Barbed Wire fencing

NS (Rate analysis based on CSR item no.24.43 ) 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 m 70 276

Capital Works ' NON CSR based Items ( In Rs)

CSR based amount after adding 5.35% ( In Rs)

Non - CSR based amount ( In Rs)

Total : CSR + Non CSR Amount : ( Rs)

Raw Water Transmission DI K7

Sl.no. Reference Particulars of Items and details of works Unit Quantity Rate (Rs) Rate in words (Rs) Amount (Rs)

1.Capital Works ' CSR based Items

Excavation : ( Manually)

28.1 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.

(a) Earthwork upto 1.50 mt.Depth.

i All classes of soil except rocky Cum 1194.7353600000001 169.03

Excavation : (Mech.)

28.2 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.

(a) Earthwork upto 1.50 mt.Depth.

i All classes of soil except rocky Cum 99.1

28.7 B Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Pipe (S&S) as per IS 8329 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage,cost of rubber ring.

A DI pipe as per IS 8329 DI-K7

(f) 300 mm.i/d. Pipe lines laid complete. m 1680 4473.4272

28.25 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.

a DI Specials : Up to 300 mm.i/d. Kg 2699.2850315171404 115.81

28.23 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.

28.27 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.)

B Class PN-1.6 as per ISI

Sluice Valves flanged.(mm.i/d)

Valve chambers :

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

a Size 0.6 x 0.6 m. Each 2 5305.96

Diff.rates of materials :

From Mirthal 180 km

Coarse sand : Cum 2.06

From Lohand Khad 220 km

Bricks : 1000 no 2.84

Extra rate for OPC Cement bags 21.06

Carriage of materials :

5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

From Mirthal 180 km

Coarse sand : Cum

From Lohand Khad 220 km

Fine sand : 60 km Cum 0.54

Bailing out of water :

28.49 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.

a Connection with pipe line Upto 300mm i/d Each 2 947.82

Capital Works ' CSR based Items ( In Rs)

Add 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 02-03-2023 Capital Works ' CSR based Items after adding 5.35% ( In Rs)

1.Capital Works ' NON CSR based Items

NS Based on PHED Rajasthan 2023 Code no.6.6 Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI Double Acting Kinetic Air Valve with isolating Sluice Valve of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amended up to date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 , Float Guide-HBT1.HP Orifice- HTB2/ SS,Body seat ring - Leaded tin bronze/ SS .Seal ring and face ring - EPDM/NBR ,Ends flanged according to IS 6418,Fastners - CS, Epoxy paint inside outside of food grade safe for drinking water ,Valves including all material,labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge. Note: Rates are exclusive of connecting tee, pipe piece and earth work.

6.6.1 Class PN 1.0

Capital Works ' NON CSR based Items ( In Rs)

CSR based amount after adding 5.35% ( In Rs)

Non - CSR based amount ( In Rs)

Total : CSR + Non CSR Amount : ( Rs)

Sl.no. Reference Particulars of Items and details of works Unit Quantity Rate (Rs) Rate in words (Rs) Amount

1.Capital Works ' CSR based Items

18.1 Steel work,fixed independentally without connecting plates, including cutting,hoisting and fixing in position.

18.15 Bolts and nuts of all sizes and length required. kg 23.048000000000002 116

16.2 Applying priming coat with metal primer on new steel or iron work including prepartion of surface. sqm 9.107142857142858 24

16.17 Painting two or more coats excluding priming coat with synthetic enamel paint all shades on wood work, metallic or plastered, concrete surface to give an even shade. sqm 4.553571428571429 66

Capital Works ' CSR based Items ( In Rs)

Add 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 02-03-2023 Capital Works ' CSR based Items after adding 5.35% ( In Rs)

Total : CSR Amount : ( Rs)

Raw Water Storage and Sedimentation (S &S ) Tank with Ramp

Sl.no. Reference Particulars of Items and details of works Unit Quantity Rate (Rs) Rate in words (Rs) Amount (Rs)

1.Capital Works ' CSR based Items

Earthwork excavation :

29.2 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.

A Depth upto 1.50 m.B.G.L.

i All classes of soil except rocky cum 3872.8575 83

Extra depth excavation :

29.2 / B Where depths of excavation exceeds 2.0 metre below ground levels or total quantity of excavation is more than 100 cum,total excavation will be paid as per chapter 6.19 and quantity of backfilling quantity as per item 4.1 (a)

6.19 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. cum 8218.896 34

Loading by Mechanical means :

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

4.1 (A) Stone (building or pitching) Sand,Earth,Fly ash,Bajri,Shingle,Spalls,Brick bats,Brick ballast and Stone metal. cum 19.48

Carriage of Earth : ( Balance earth Qty)

5.1 ( i) Surkhi,Sand,Earth,Fly Ash,Bajri,Ballast,Stone Boulders,kankar and Building Rubbish.

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

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

10.13 Cement concrete 1:2:4

a With stone ballast or shingle

ii mixing by mechanical means using concrete mixer volumetric type. cum 272.13625 4670

10.17 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. cum 1452.8040288695659 5698

10.49 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) cum 0.2116 5833

Shuttering : ( Raft foundation - S & S tank)

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering.) sqm 69.47500000000001 210

C / Shuttering : ( Walls - S & S tank)

9.2 Centering and shuttering for faces of walls,partitions,retaining walls and the like (vertical or battering) including attached pilasters,buttertsses etc. sqm 2306.5000000000005 405

C / Shuttering > 4.0 m.height : ( Walls - S & S tank) ( 4.0 - 5.0 m)

9.16 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.

18.18 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. Qtl 1317.0004888695653 6497

PVC Foot Steps :

29.35 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. each 108 209

RAMP CONSTRUCTION :

C / Shuttering : (Columns - Ramp)

9.4 Centering and shuttering for columns ( Square or rectangular or poly gonal in plan) sqm 88.82782608695652 477

C / Shuttering : (Columns - Ramp)

9.4 Centering and shuttering for columns ( Square or rectangular or poly gonal in plan) sqm 53.76000000000002 477

C / Shuttering : (Beam)

9.6 Centering and shuttering for sides and soffits of beam,beams,launching girders,bressumers,lintels. sqm 55.10320000000002 380

C / Shuttering : (Slab - Ramp)

9.8 Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. sqm 316.48 532

Sliding Shutters : ( At Ramp Approach)

18.9 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. sqm 12.6 4118.4

Difference in Rates of materials :

From Mirthal 180 km

Coarse sand : Cum 788.5783454139133

From Lohand Khad 220 km

Extra rate for OPC Cement Bags 13697.027842295658

Carriage of Materials :

5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

From Mirthal 180 km

Coarse sand : Cum

From Lohand Khad 220 km

Capital Works ' CSR based Items ( In Rs)

Add 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 02-03-2023 Capital Works ' CSR based Items after adding 5.35% ( In Rs)

Total : CSR Amount : ( Rs)

Raw Water Inlet Chamber to S & S Tank-I

Sl.no. Reference Particulars of Items and details of works Unit Quantity Rate (Rs) Rate in words (Rs) Amount (Rs)

1.Capital Works ' CSR based Items

Earthwork in excavation : (Mechanically)

29.2 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.

A Depth upto 1.50 m.B.G.L.

i All classes of soil except rocky cum 11.52 83

Extra depth excavation :

29.2 / B Where depths of excavation exceeds 2.0 metre below ground levels or total quantity of excavation is more than 100 cum,total excavation will be paid as per chapter 6.19 and quantity of backfilling quantity as per item 4.1 (a)

6.19 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. cum 3.84 34

Loading by Mechanical means :

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

4.1 (A) Stone (building or pitching) Sand,Earth,Fly ash,Bajri,Shingle,Spalls,Brick bats,Brick ballast and Stone metal. cum 19.48

10.13 Cement concrete 1:2:4

a With stone ballast or shingle

ii mixing by mechanical means using concrete mixer volumetric type. cum 0.7130000000000001 4670

M-30 : (plinth)

10.17 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. cum 7.018451995187919 5698

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering.) sqm 2.88 210

C / Shuttering : ( walls)

9.2 Centering and shuttering for faces of walls,partitions,retaining walls and the like (vertical or battering) including attached pilasters,buttertsses etc. sqm 38.480000000000004 405

C / Shuttering : ( slab)

9.8 Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. sqm 3.8400000000000003 532

18.18 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. Qtl 7.202761596150335 6497

PVC Foot Steps :

29.35 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. each 9 209

RCC Manhole cover with frame :

29.34 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)

A RCC Man hole cover with frame

a 560 mm.i/d.RCC Man hole cover with frame as per ISI

ii Heavy duty Each 1 1942

28.27 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.)

B Class PN-1.6 as per ISI

Sluice Valves flanged.(mm.i/d)

28.23 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)

28.35 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 :

From Mirthal 180 km

Coarse sand : Cum 3.3387843579308054

From Lohand Khad 220 km

Extra rate for OPC Cement Bags 59

Carriage of materials :

5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

From Mirthal 180 km

Coarse sand : Cum

From Lohand Khad 220 km

Capital Works ' CSR based Items ( In Rs)

Add 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 02-03-2023 Capital Works ' CSR based Items after adding 5.35% ( In Rs)

1.Capital Works ' NON CSR based Items

NS RUIDP SOR 2022-23 Code No. 19.56 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (suitable for sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.

Puddle Collar :

NS RUIDP SOR 2022-23 Code No. 19.63 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

19.63.7 300 mm.dia. Each 2

Capital Works ' NON CSR based Items ( In Rs)

CSR based amount after adding 5.35% ( In Rs)

Non - CSR based amount ( In Rs)

Total : CSR + Non CSR Amount : ( Rs)

Raw Water Inlet Chamber to S & S Tank-II

Sl.no. Reference Particulars of Items and details of works Unit Quantity Rate (Rs) Rate in words (Rs) Amount (Rs)

1.Capital Works ' CSR based Items

Earthwork in excavation : (Mechanically)

29.2 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.

A Depth upto 1.50 m.B.G.L.

i All classes of soil except rocky cum 7.92 83

Extra depth excavation :

29.2 / B Where depths of excavation exceeds 2.0 metre below ground levels or total quantity of excavation is more than 100 cum,total excavation will be paid as per chapter 6.19 and quantity of backfilling quantity as per item 4.1 (a)

6.19 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. cum 2.64 34

Loading by Mechanical means :

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

4.1 (A) Stone (building or pitching) Sand,Earth,Fly ash,Bajri,Shingle,Spalls,Brick bats,Brick ballast and Stone metal. cum 19.48

Carriage of Earth : ( Balance earth Qty)

5.1 ( i) Surkhi,Sand,Earth,Fly Ash,Bajri,Ballast,Stone Boulders,kankar and Building Rubbish.

1 st chain of 30 meters (0 - 30 m) cum 30.794600000000003

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

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

10.13 Cement concrete 1:2:4

a With stone ballast or shingle

ii mixing by mechanical means using concrete mixer volumetric type. cum 0.48300000000000004 4670

M-30 : (plinth)

10.17 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. cum 4.878451995187919 5698

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering.) sqm 2.28 210

C / Shuttering : ( walls)

9.2 Centering and shuttering for faces of walls,partitions,retaining walls and the like (vertical or battering) including attached pilasters,buttertsses etc. sqm 28.080000000000002 405

C / Shuttering : ( slab)

9.8 Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. sqm 2.2399999999999998 532

18.18 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. Qtl 5.090761596150334 6497

PVC Foot Steps :

29.35 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. each 9 209

RCC Manhole cover with frame :

29.34 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)

A RCC Man hole cover with frame

a 560 mm.i/d.RCC Man hole cover with frame as per ISI

ii Heavy duty Each 1 1942

28.27 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.)

B Class PN-1.6 as per ISI

Sluice Valves flanged.(mm.i/d)

28.23 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)

28.35 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 :

From Mirthal 180 km

Coarse sand : Cum 2.315084357930805

From Lohand Khad 220 km

Extra rate for OPC Cement Bags 41

Carriage of materials :

5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

From Mirthal 180 km

Coarse sand : Cum

From Lohand Khad 220 km

Capital Works ' CSR based Items ( In Rs)

Add 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 02-03-2023 Capital Works ' CSR based Items after adding 5.35% ( In Rs)

1.Capital Works ' NON CSR based Items

NS RUIDP SOR 2022-23 Code No. 19.56 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (suitable for sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.

Puddle Collar :

NS RUIDP SOR 2022-23 Code No. 19.63 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

19.63.7 300 mm.dia. Each 2

Capital Works ' NON CSR based Items ( In Rs)

CSR based amount after adding 5.35% ( In Rs)

Non - CSR based amount ( In Rs)

Total : CSR + Non CSR Amount : ( Rs)

Raw Water Outlet Valve Chamber

Sl.no. Reference Particulars of Items and details of works Unit Quantity Rate (Rs) Rate in words (Rs) Amount (Rs)

1.Capital Works ' CSR based Items

Earthwork in excavation : (Mechanically)

29.2 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.

A Depth upto 1.50 m.B.G.L.

i All classes of soil except rocky cum 15.360000000000003 83

The excavation depth is coming only up to 2.45 m.

Extra depth excavation :

29.2 / B Where depths of excavation exceeds 2.0 metre below ground levels or total quantity of excavation is more than 100 cum,total excavation will be paid as per chapter 6.19 and quantity of backfilling quantity as per item 4.1 (a)

6.19 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. cum 24.576000000000004 34

Loading by Mechanical means :

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

4.1 (A) Stone (building or pitching) Sand,Earth,Fly ash,Bajri,Shingle,Spalls,Brick bats,Brick ballast and Stone metal. cum 19.48

10.13 Cement concrete 1:2:4

a With stone ballast or shingle

ii mixing by mechanical means using concrete mixer volumetric type. cum 0.9610000000000002 4670

10.17 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. cum 10.568451995187917 5698

10.49 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.

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering.) sqm 3.0600000000000005 210

C / Shuttering : ( walls)

9.2 Centering and shuttering for faces of walls,partitions,retaining walls and the like (vertical or battering) including attached pilasters,buttertsses etc. sqm 64 405

C / Shuttering > 4.0 m

9.16 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 meters or part thereof.

C / Shuttering : ( slab)

9.8 Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. sqm 4.5600000000000005 532

18.18 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. Qtl 11.508361596150332 6497

PVC Foot Steps :

29.35 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. each 14 209

RCC Manhole cover with frame :

29.34 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)

A RCC Man hole cover with frame

a 560 mm.i/d.RCC Man hole cover with frame as per ISI

ii Heavy duty each 1 1942

28.27 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.)

B Class PN-1.6 as per ISI

Sluice Valves flanged.(mm.i/d)

28.23 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)

28.35 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 :

From Mirthal 180 km

Coarse sand : Cum 5.062884357930804

From Lohand Khad 220 km

Extra rate for OPC Cement Bags 89

Carriage of materials :

5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

From Mirthal 180 km

Coarse sand : Cum

From Lohand Khad 220 km

Capital Works ' CSR based Items ( In Rs)

Add 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 02-03-2023 Capital Works ' CSR based Items after adding 5.35% ( In Rs)

1.Capital Works ' NON CSR based Items

NS RUIDP SOR 2022-23 Code No. 19.56 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (suitable for sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.

Puddle Collar :

NS RUIDP SOR 2022-23 Code No. 19.63 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

19.63.7 300 mm.dia. Each 1

Capital Works ' NON CSR based Items ( In Rs)

CSR based amount after adding 5.35% ( In Rs)

Non - CSR based amount ( In Rs)

Total : CSR + Non CSR Amount : ( Rs)

Columns of 300mm dia (Column Height 6m) for Solar Panel

Sl. no. Reference Particulars of Items and details of works Unit Quantity Total Rate Rate ( Rs) in Words Amount

10.17 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. cum 58.24512779755476 5698

10.49 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 : ( Columns)

4 9.5 Centering and shuttering for columns ( Circular or curved in plain) sqm 465.96102238043807 482

C / Shuttering > 4.0 m.height :

9.16 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.

7 18.18 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. Qtl 87.36769169633213 6497

Diff.rates of materials :

8 Bajri : Cum 74.26

From Mirthal 180 km

9 Coarse sand : Cum 37.56810742942282

From Lohand Khad 220 km

11 Extra rate for OPC Cement Bags 672.7312260617574

Carriage of materials :

5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

From Mirthal 180 km

13 Coarse sand : Cum

From Lohand Khad 220 km

Total amount : (Rs)

CSR items amount : (Rs)

Non CSR items amount : (Rs) 0

Add 5.35 % over CSR items amount : 0.0535

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

RW Sump, Pumping Machinery Room, Panel Room & Store Room

Sl.no. Reference Particulars of Items and details of works Unit Quantity Rate (Rs) Rate in words (Rs) Amount

1.Capital Works ' CSR based Items

Earthwork excavation :

29.2 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.

A Depth upto 1.50 m.B.G.L.

i All classes of soil except rocky cum 54.09749999999999 83

Extra depth excavation :

29.2 / B Where depths of excavation exceeds 2.0 metre below ground levels or total quantity of excavation is more than 100 cum,total excavation will be paid as per chapter 6.19 and quantity of backfilling quantity as per item 4.1 (a)

6.19 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. cum 161.68999999999994 34

Loading by Mechanical means :

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

4.1 (A) Stone (building or pitching) Sand,Earth,Fly ash,Bajri,Shingle,Spalls,Brick bats,Brick ballast and Stone metal. cum 19.48

Carriage of Earth : ( Balance earth Qty)

5.1 ( i) Surkhi,Sand,Earth,Fly Ash,Bajri,Ballast,Stone Boulders,kankar and Building Rubbish.

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

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

10.13 Cement concrete 1:2:4

a With stone ballast or shingle

ii mixing by mechanical means using concrete mixer volumetric type. cum 3.1679999999999993 4670

M-30 : Plinth level

10.17 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. cum 43.37878749999999 5698

M-30 : Plinth level > 4.0 m

10.49 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)

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering.) sqm 6.719999999999999 210

C / Shuttering : ( Walls)

9.2 Centering and shuttering for faces of walls,partitions,retaining walls and the like (vertical or battering) including attached pilasters,buttertsses etc. sqm 136.79999999999998 405

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

9.16 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)

9.4 Centering and shuttering for columns ( Square or rectangular or poly gonal in plan) sqm 50.4 477

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

9.16 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. sqm

C / Shuttering : (Slab)

9.8 Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. sqm 15.124999999999995 532

18.18 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. Qtl 62.0389725 6497

PVC Foot Steps :

29.35 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. Each 46 209

Note : PVC foot Steps are provided at 2 locations

RCC Manhole cover with frame :

29.34 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)

A RCC Man hole cover with frame

a 560 mm.i/d.RCC Man hole cover with frame as per ISI

ii Heavy duty Each 2 1942

Diff.rates of materials :

Coarse sand : Cum 23.31

From Lohand Khad

Steel Qtl 62.0389725

Extra rate for OPC Cement Bags 412.46999999999997

Carriage of materials :

5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

Bajri : Cum 46.11

From Mirthal 180 km

Coarse sand : Cum 23.31

From Lohand Khad 220 km

Capital Works ' CSR based Items ( In Rs)

Add 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 02-03-2023 Capital Works ' CSR based Items after adding 5.35% ( In Rs)

Total : CSR Amount : ( Rs)

Pumping Station, Panel Room Combined (Above GL)

1.Capital Works ' CSR based Items

Brick masonary work (1:5) :

11.6 First class burnt brick work laid in cement sand mortar 1:5 in first storey up to 4 metres above plinth level. cum 18.413388426638797 5151

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

11.29 b Extra for work above 4 meters ( where any single storey exceeds 4 meters in height 0 for every additional height of 2 meters or part thereof for Brick Work / concrete Block / Clay Block

Brick masonary work (1:5) : 4.0 - 6.0 m cum 7.6728000000000005 5332

10.13 Cement concrete 1:2:4

(a) with stone ballast or shingle

ii mixing by mechanical means using concrete mixer volumetric type. cum 6.486 4670

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

10.11 Cement concrete 1:4:8

(a) with stone ballast 20 mm.gauge

ii mixing by mechanical means using concrete mixer volumetric type. cum 8.6043 3630

10.26 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. sqm 7.654400000000001 331

10.22 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. cum 30.0177097796077 6449

Extra height Concrete :

10.49 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 :

18.18 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. Qtl 28.220000000000002 6497

C / Shuttering : (Columns)

9.4 Centering and shuttering for columns ( Square or rectangular or poly gonal in plan) sqm 50.4 477

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

9.16 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) 4.0 -5.0 m sqm 17.2575 518

C / Shuttering > 4.0 m.height : ( Columns) 5.0 - 6.0 m sqm 12.6 559

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

9.16 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.

> 4.0 m.height :

C/shuttering : ( Lintels)

9.6 Centering and Shuttering for sides and soffits of beam,beams,launchings,girders,bressumers,lintels. sqm 26.36431853071796 380

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

15.9 12.5 mm.thick cement plaster 1:4. sqm 112.19919475546264 189

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

15.7 12.5 mm.thick cement plaster 1:2 . sqm 259.797 213

White washing :

16.3 White washing (Three coat) sqm 371.9961947554627 15

Preparation of plastered surface :

16.6 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. sqm 259.797 61

16.7 Distempering with dry distemper of approved manufacture two or more coats over one priming coat to give an even shade. sqm 112.19919475546264 63

Oil Bound Distemper :

16.1 Distempering with Acrylic washable oil bound distemper (of approved manufacture) two or more coats over one priming coat to give an even shade. sqm 259.797 75

Earth filling under floors :

6.8 / (a) / (ii) Earth filling under floors with surplus soil containing more than 40% gravel or kanker excavated from foundation and taken only from outside the building plinth in 15 cm. layers including ramming, watering and consolidating lead upto 30 metres. cum 91.80180000000001 113

Ironite flooring:

14.4 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. sqm 42.4 781

Steel windows and ventilators :

18.2 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.

(b) Above one sqm Area kg 62.4 108

18.23 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. sqm 9.84 240

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

(a) Glass panes 3 mm. or 8.44 kg /sqm up to 0.4 sqm.area. sqm 13.08 512

Rolling Shutter :

18.11 (a) Supplying and fixing rolling shutters of approved make,made of 80 mm.x 1.25 mm. M.S.Laths.interlocked together through their entire length and jointed together at the end, by end locks, mounted on specially designed pipe shaft with brackets, side guides, 27.5 cm.long wire spring grade No.2 and arrangement for inside and outside locking with push and pull operation complete including top cover 0.80 mm.thick ( payment is to be made for the exact size of opening where rolling shutter is to be fixed). sqm 15 2797

11.36 115 mm. thick brick wall laid in cement sand mortar 1:4 without reinforcement in superstructure. sqm 8.394 640

CC 1:2:4 : ( coping )

10.13 Cement concrete 1:2:4

(a) with stone ballast or shingle

ii mixing by mechanical means using concrete mixer volumetric type. cum 2.0985 4670

Cement Concrete 1:2:4 gola :

13.55 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. Mtr 27.98 65

13.45 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. Nos. 4 95

Bottom Khurra :

13.51 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 Nos. 4 677

11.42 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. Rmt 27.98 121

Dry Brick edge paving :

14.18 Dry brick on edge paving sand grouted over 50 mm. thick earth and mud plaster. Sqm 5.75 463

CI Rain water pipes :

13.41 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. m 13.98 1154

13.42 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. nos. 4 774

13.43 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. nos. 4 774

Embedding of CI Rain water pipes :

13.44 Embedding 100 mm.C.I.rain water pipe non-pressure I.S.I. Mark pipe in cement mortar during masonary work. m 4 1029

6.7 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

(a) For ordinary gravel soil involving pick work: cum 11.295000000000002 263

10.13 Cement concrete 1:2:4

(a) With stone ballast or shingle

ii mixing by mechanical means using concrete mixer volumetric type cum 1.6500000000000001 4670

10.17 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. cum 0.6555833333333334 5698

Brick masonary work in cm 1:5 :

11.5 First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. cum 4.4292 5013

Diff.rates of materials :

From Mirthal 180 km

Coarse sand : Cum 26.61

From Lohand Khad 220 km

Bricks : ( / 1000 nos) Cum 15.10906

Extra rate for OPC Cement Bags 441.22

Carriage of materials :

5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

From Mirthal 180 km

Coarse sand : Cum 26.61

From Lohand Khad 220 km

Fine sand : 60 km Cum 15.350000000000001

Capital Works ' CSR based Items ( In Rs)

Add 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 02-03-2023 Capital Works ' CSR based Items after adding 5.35% ( In Rs)

Total : CSR Amount : ( Rs)

5(i) Water Treatment Plant 5.0 MLD Capacity (22 Hrs @227.08KLH)

Sl. No. Reference Particulars of Items and details of works Unit Quantity Rate (Rs) Rate in words (Rs) Amount

1.Capital Works ' NON CSR based Items

1 13.2.1 PHED, Raj. BSR (2023-24) Design, construction, testing and commissioning of Rapid Gravity Filter Treatment Plant including all relevant Civil, Electrical, Mechanical, Instrumentation, automization and SCADA works, Chemical Building and Stores along with ancillary civil works as defined in Scope of work, Technical Specification and provisions of CPHEEO Manuals for the 5 MLD capacity (22 Hrs @227.08 KLH) Note: The rates of following components are not included in this item of WTP and are payable under other items of BoQ in Price bid: 1. Chlorine Mixing Chamber 2. Valve Chamber at Chlorine Contact Tank 3. Chlorine Contact Tank 4. SCADA System but amount of PLC of WTP is included in this item of WTP The detailed scope of WTP is given in Vol-2 of DNIT doc. Rs per MLD 5 4600826

Capital Works ' NON CSR based Items ( In Rs)

Total : Non CSR Amount : ( Rs)

Mixing Chamber to CWR

Sl.no. Reference Particulars of Items and details of works Unit Quantity Rate (Rs) Rate in words (Rs) Amount

1.Capital Works ' CSR based Items

Excavation : (Mech.)

29.2 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.

A Depth upto 1.50 m.B.G.L.

i All classes of soil except rocky cum 20.475 83

Extra depth excavation :

29.2 / B Where depths of excavation exceeds 2.0 metre below ground levels or total quantity of excavation is more than 100 cum,total excavation will be paid as per chapter 6.19 and quantity of backfilling quantity as per item 4.1 (a)

6.19 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. cum 30.03 34

Loading by Mechanical means :

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

4.1 (A) Stone (building or pitching) Sand,Earth,Fly ash,Bajri,Shingle,Spalls,Brick bats,Brick ballast and Stone metal. cum 19.48

Carriage of Earth : ( Balance earth Qty)

5.1 ( i) Surkhi,Sand,Earth,Fly Ash,Bajri,Ballast,Stone Boulders,kankar and Building Rubbish.

1 st chain of 30 meters (0 - 30 m) cum 21.03 30.794600000000003

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

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

10.13 Cement concrete 1:2:4

a With stone ballast or shingle

ii mixing by mechanical means using concrete mixer volumetric type. cum 1.2920000000000003 4670

10.17 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. cum 13.898794249588272 5698

M-30 : Plinth level > 4.0 m

10.49 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.

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering.) sqm 4.32 210

C / Shuttering : ( walls)

9.2 Centering and shuttering for faces of walls,partitions,retaining walls and the like (vertical or battering) including attached pilasters,buttertsses etc. sqm 73.6 405

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

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

C / Shuttering : ( slab)

9.8 Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. sqm 6.21 532

18.18 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. Qtl 19.76299699582095 6497

PVC Foot Steps :

29.35 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. each 18 209

RCC Manhole cover with frame :

29.34 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)

A RCC Man hole cover with frame

a 560 mm.i/d.RCC Man hole cover with frame as per ISI

ii Heavy duty Each 1 1942

Food Grade Epoxy Paint Work :

Prepartion of Concrete surface :

16.65 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. sqm 120.746 80

Cement Primer :

16.31 Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surface. sqm 21

Difference in rates of materials :

From Mirthal 180 km

Coarse sand : Cum 8.604060121592283

From Lohand Khad 220 km

Extra rate for OPC Cement Bags 152

Carriage of materials :

5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

From Mirthal 180 km

Coarse sand : Cum

From Lohand Khad 220 km

Capital Works ' CSR based Items ( In Rs)

Add 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 02-03-2023 Capital Works ' CSR based Items after adding 5.35% ( In Rs)

1.Capital Works ' NON CSR based Items

Providing and Applying Food grade Epoxy based water proof coat :

NS 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. kg 90.5595 332

Capital Works ' NON CSR based Items ( In Rs)

CSR based amount after adding 5.35% ( In Rs)

Non - CSR based amount ( In Rs)

Total : CSR + Non CSR Amount : ( Rs)

Inlet Valve Chamber to CWR

Sl.no. Reference Particulars of Items and details of works Unit Quantity Rate (Rs) Rate in words (Rs) Amount

1.Capital Works ' CSR based Items

Earthwork in excavation : (Mechanically)

29.2 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.

A Depth upto 1.50 m.B.G.L.

i All classes of soil except rocky cum 20.64 83

Extra depth excavation :

29.2 / B Where depths of excavation exceeds 2.0 metre below ground levels or total quantity of excavation is more than 100 cum,total excavation will be paid as per chapter 6.19 and quantity of backfilling quantity as per item 4.1 (a)

6.19 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. cum 30.271999999999995 34

Loading by Mechanical means :

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

4.1 (A) Stone (building or pitching) Sand,Earth,Fly ash,Bajri,Shingle,Spalls,Brick bats,Brick ballast and Stone metal. cum 19.48

Carriage of Earth : ( Balance earth Qty)

5.1 ( i) Surkhi,Sand,Earth,Fly Ash,Bajri,Ballast,Stone Boulders,kankar and Building Rubbish.

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

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

10.13 Cement concrete 1:2:4

a With stone ballast or shingle

ii mixing by mechanical means using concrete mixer volumetric type. cum 1.3020000000000003 4670

10.17 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. cum 13.500156533762308 5698

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering.) sqm 3.6500000000000004 210

C / Shuttering : ( walls)

9.2 Centering and shuttering for faces of walls,partitions,retaining walls and the like (vertical or battering) including attached pilasters,buttertsses etc. sqm 74.26 405

18.18 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. Qtl 14.337187840514767 6497

PVC Foot Steps :

29.35 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. each 13 209

Pre Cast Slab Cover :

CSr based item Pre Cast Slab Cover over Chamber Size : 2.10 x 0.50 m Thickness 0.125 m etc. complete in all respect and as per direction of Engineer-in-charge. No 5 2184

28.27 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.)

B Class PN-1.6 as per ISI

Sluice Valves flanged.(mm.i/d)

28.7 B Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Pipe (S&S) as per IS 8329 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage,cost of rubber ring.

A DI pipe as per IS 8329 DI-K7

Pipe lines laid complete.

28.25 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.

b DI Specials : Aboove 300 mm.i/d. Kg 15.345105835240274 174.8

Qty.: 5% of DI Pipe Cost/ 115.81

GI Pipe : ( Rising Pipe for Valve Operation)

28.35 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 :

From Mirthal 180 km

Coarse sand : Cum 6.390967309517793

From Lohand Khad 220 km

Extra rate for OPC Cement Bags 112

Carriage of materials :

5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

From Mirthal 180 km

Coarse sand : Cum

From Lohand Khad 220 km

Capital Works ' CSR based Items ( In Rs)

Add 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 02-03-2023 Capital Works ' CSR based Items after adding 5.35% ( In Rs)

Total : CSR Amount : ( Rs)

Chlorine Contact tank

Sl.no. Reference Particulars of Items and details of works Unit Quantity Rate (Rs) Rate in words (Rs) Amount

1.Capital Works ' CSR based Items

Earthwork excavation :

29.2 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.

A Depth upto 1.50 m.B.G.L.

i All classes of soil except rocky cum 60.25218749999999 83

Extra depth excavation :

29.2 / B Where depths of excavation exceeds 2.0 metre below ground levels or total quantity of excavation is more than 100 cum,total excavation will be paid as per chapter 6.19 and quantity of backfilling quantity as per item 4.1 (a)

6.19 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. cum 88.36987499999998 34

Loading by Mechanical means :

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

4.1 (A) Stone (building or pitching) Sand,Earth,Fly ash,Bajri,Shingle,Spalls,Brick bats,Brick ballast and Stone metal. cum 19.48

Carriage of Earth : ( Balance earth Qty)

5.1 ( i) Surkhi,Sand,Earth,Fly Ash,Bajri,Ballast,Stone Boulders,kankar and Building Rubbish.

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

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

10.13 Cement concrete 1:2:4

a With stone ballast or shingle

ii mixing by mechanical means using concrete mixer volumetric type. cum 3.6758125 4670

10.17 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. cum 60.397468749999994 5698

10.49 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.

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering.) sqm 30.654937499999996 210

C / Shuttering : ( Walls)

9.2 Centering and shuttering for faces of walls,partitions,retaining walls and the like (vertical or battering) including attached pilasters,buttertsses etc. sqm 371.915 405

C / Shuttering > 4.0 m.height :

9.16 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.

C / Shuttering : ( Columns)

9.4 Centering and shuttering for columns ( Square or rectangular or poly gonal in plain) sqm 16.799999999999997 477

C / Shuttering > 4.0 m.height :

9.16 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.

C / Shuttering > 4.0 m.height :

9.16 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.

C / Shuttering > 4.0 m.height :

9.16 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.

18.18 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. Qtl 74.72193374999999 6497

Pre Cast Slab Cover over Chamber :

Pre Cast Slab Cover over Chamber Size : 1.0 x 0.30 m Thickness 0.125 m etc. complete in all respect and as per direction of Engineer-in-charge. Each 12 683

Food Grade Epoxy Paint Work :

Prepartion of Concrete surface :

16.65 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. sqm 357.136 80

Cement Primer :

16.31 Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surface. sqm 21

Diff.rates of materials :

From Mirthal 180 km

Coarse sand : Cum 32.279059625

From Lohand Khad 220 km

Extra rate for OPC Cement Bags 572.29294125

Carriage of materials :

5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

From Mirthal 180 km

Coarse sand : Cum

From Lohand Khad 220 km

Capital Works ' CSR based Items ( In Rs)

Add 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 02-03-2023 Capital Works ' CSR based Items after adding 5.35% ( In Rs)

1.Capital Works ' NON CSR based Items

Providing and Applying Food grade Epoxy based water proof coat :

NS Telengana CSR 2023 - 24 Buildings ( Part -III ) Sl.no.886 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. kg 267.85200000000003 332

Capital Works ' NON CSR based Items ( In Rs)

CSR based amount after adding 5.35% ( In Rs)

Non - CSR based amount ( In Rs)

Total : CSR + Non CSR Amount : ( Rs)

Clear Water Reservoir

Sl.no. Reference Particulars of Items and details of works Unit Quantity Rate (Rs) Rate in words (Rs) Amount

1.Capital Works ' CSR based Items

Earthwork excavation :

29.2 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.

A Depth upto 1.50 m.B.G.L.

i All classes of soil except rocky cum 605.6409375000002 83

Extra depth excavation :

6.19 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. cum 1028.8434375000002 34

Loading by Mechanical means :

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

4.1 (A) Stone (building or pitching) Sand,Earth,Fly ash,Bajri,Shingle,Spalls,Brick bats,Brick ballast and Stone metal. cum 19.48

Carriage of Earth : ( Balance earth Qty)

5.1 ( i) Surkhi,Sand,Earth,Fly Ash,Bajri,Ballast,Stone Boulders,kankar and Building Rubbish.

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

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

10.13 Cement concrete 1:2:4

a With stone ballast or shingle

ii mixing by mechanical means using concrete mixer volumetric type. cum 39.33106250000001 4670

10.17 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. cum 282.38372973929154 5698

10.49 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. cum

Brick Masonary Work :

11.6 First class burnt brick work laid in cement sand mortar 1:5 in first storey up to 4 meters above plinth level. cum 4.5448 5151

Steel Chowkats :

18.24 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.

(c) Doors and windows frame of size 151mm x 60mm with 35 mm wide double rebate weighing 3.95 kg per meter. m 13.079999999999998 531

17.7 Providing & fixing 9" stainless steel handles ISI marked on door & window frames complete in all respect as per the directions of Engineer in charge. No 2 146

SS Tower Bolts :

17.77 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. No 4 312

15.7 12.5 mm.thick cement plaster 1:2 . sqm 63.69637034616309 213

White washing :

16.3 White washing (Three coat) sqm 63.69637034616309 15

16.7 Distempering with dry distemper of approved manufacture two or more coats over one priming coat to give an even shade. sqm 63.69637034616309 63

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering.) sqm 256.2224375 210

C / Shuttering : ( Walls)

9.2 Centering and shuttering for faces of walls,partitions,retaining walls and the like (vertical or battering) including attached pilasters,buttertsses etc. sqm 770.74 405

C / Shuttering > 4.0 m.height :

9.16 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.

C / Shuttering : ( Columns)

9.4 Centering and shuttering for columns ( Square or rectangular or poly gonal in plain) sqm 50.4 477

C / Shuttering > 4.0 m.height :

9.16 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.

C / Shuttering : ( Beam )

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

C / Shuttering > 4.0 m.height :

9.16 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.

C / Shuttering > 4.0 m.height :

9.16 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 :

18.3 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. m 29.407427128217456 908

18.18 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. Qtl 329.5221543340838 6497

Prepartion of Concrete surface :

16.65 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. sqm 1554.5479818849535 80

Cement Primer :

16.31 Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surface. sqm 1554.5479818849535 21

From Mirthal 180 km

From Lohand Khad 220 km

Extra rate for OPC Cement Bags 3010.6406350035386

5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

Bajri : Cum 642.3531

From Mirthal 180 km

Coarse sand : Cum 706.6600999999999

From Lohand Khad 220 km

Capital Works ' CSR based Items ( In Rs)

Add 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 02-03-2023 Capital Works ' CSR based Items after adding 5.35% ( In Rs)

1.Capital Works ' NON CSR based Items

NS RUIDP SOR 2023 / Code no. 29.12 Providing and fixing factory made ISI marked steel glazed doors,windows and ventilators side / top / centre hung with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and rivetted with 15 x 3 mm lugs, 10 cm long, embedded in cement concrete blocks 15 x 10 x 10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of hinges, pivots, float glass panes with glazing clips and special metal sash putty of approved make and a priming coat of approved steel primer excluding the cost of metal beading and other fittings except necessary hinges or pivots complete as per approved design. sqm 4.797 3830

Steel beading :

NS RUIDP SOR 2023 / Code no. 29.13 Extra for providing and fixing steel beading of approved shape and section with screws instead of glazing clips and metal sash putty in steel doors, windows, ventilators and composite units. m 12.879999999999999 36.4

CI Ventilator Cowl :

Chhattisgarh CSR June 2020 Item no.26.3 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. Each 16 1321

Providing and Applying Food grade Epoxy based water proof coat :

NS 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. kg 1165.9109864137151 332

Capital Works ' NON CSR based Items ( In Rs)

CSR based amount after adding 5.35% ( In Rs)

Non - CSR based amount ( In Rs)

Total : CSR + Non CSR Amount : ( Rs)

RW Sump and Pumping Machinery Room, Panel Room & Store room

Sl.no. Reference Particulars of Items and details of works Unit Quantity Rate (Rs) Rate in words (Rs) Amount (Rs)

1.Capital Works ' CSR based Items

Pumping station and Panel Combined

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

11.6 First class burnt brick work laid in cement sand mortar 1:5 in first storey up to 4 metres above plinth level. cum 26.999382396878207 5151

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

11.29 b Extra for work above 4 meters ( where any single storey exceeds 4 meters in height 0 for every additional height of 2 meters or part thereof for Brick Work / concrete Block / Clay Block

Brick masonary work (1:5) : ( above 4.0 m.height) ( 4.0 - 6.0 m ) cum 20.672400000000003 5332

10.13 Cement concrete 1:2:4

(a) with stone ballast or shingle

ii mixing by mechanical means using concrete mixer volumetric type. cum 6.586 4670

10.26 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. sqm 10.336200000000002 331

10.22 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. cum 23.566408315516284 6449

Extra height Concrete :

10.49 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.

18.18 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. Qtl 24.22 6497

C / Shuttering : (Columns)

9.4 Centering and shuttering for columns ( Square or rectangular or poly gonal in plan) sqm 67.19999999999999 477

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

9.16 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) sqm 23.009999999999998 518

C / Shuttering > 4.0 m.height : ( Columns) sqm 16.799999999999997 559

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

9.16 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)

9.6 Centering and Shuttering for sides and soffits of beam,beams,launchings,girders,bressumers,lintels. sqm 35.24215926535898 380

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

15.9 12.5 mm.thick cement plaster 1:4. sqm 166.80409737773135 189

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

15.7 12.5 mm.thick cement plaster 1:2 . sqm 351.259 213

White washing :

16.3 White washing (Three coat) sqm 518.0630973777313 15

Preparation of plastered surface :

16.6 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. sqm 351.259 61

16.7 Distempering with dry distemper of approved manufacture two or more coats over one priming coat to give an even shade. sqm 166.80409737773135 63

Oil Bound Distemper :

16.1 Distempering with Acrylic washable oil bound distemper (of approved manufacture) two or more coats over one priming coat to give an even shade. sqm 351.259 75

Earth filling under floors :

6.8 / (a) / (ii) Earth filling under floors with surplus soil containing more than 40% gravel or kanker excavated from foundation and taken only from outside the building plinth in 15 cm. layers including ramming, watering and consolidating lead upto 30 metres. cum 154.63600000000002 113

Ironite flooring:

14.4 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. sqm 78.447 781

Steel windows and ventilators :

18.2 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.

(b) Above one sqm Area kg 81 108

18.23 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. sqm 14.759999999999998 240

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

(a) Glass panes 3 mm. or 8.44 kg /sqm up to 0.4 sqm.area. sqm 14.759999999999998 512

Doors Shutter :

17.17 (i) Kail wood doors shutter and window shutter panelled,galzed or glazed and panelled,including hinges,screws,chokes,cleats and cords etc. complete fixed in position.(Single Leaf)

(a) 40mm thick. sqm 2.3985 3878

Aluminium Fittings :

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

(ii) For shutter area above 0.50 sqm sqm 2.501 111

Steel Chowkats :

18.24 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.

(c) Doors and windows frame of size 151mm x 60mm with 35 mm wide double rebate weighing 3.95 kg per meter. m 6.539999999999999 531

Rolling Shutter :

18.11 (a) Supplying and fixing rolling shutters of approved make,made of 80 mm.x 1.25 mm. M.S.Laths.interlocked together through their entire length and jointed together at the end, by end locks, mounted on specially designed pipe shaft with brackets, side guides, 27.5 cm.long wire spring grade No.2 and arrangement for inside and outside locking with push and pull operation complete including top cover 0.80 mm.thick ( payment is to be made for the exact size of opening where rolling shutter is to be fixed). sqm 13.5 2797

11.36 115 mm. thick brick wall laid in cement sand mortar 1:4 without reinforcement in superstructure. sqm 12.803 640

CC 1:2:4 : ( coping )

10.13 Cement concrete 1:2:4

(a) with stone ballast or shingle

ii mixing by mechanical means using concrete mixer volumetric type. cum 2.7435 4670

Cement Concrete 1:2:4 gola :

13.55 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. Mtr 36.58 65

13.45 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. Nos. 4 95

Bottom Khurra :

13.51 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 Nos. 4 677

11.42 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. Rmt 36.58 121

Dry Brick edge paving :

14.18 Dry brick on edge paving sand grouted over 50 mm. thick earth and mud plaster. Sqm 5.75 463

CI Rain water pipes :

13.41 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. m 13.98 1154

13.42 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. nos. 4 774

13.43 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. nos. 4 774

Embedding of CI Rain water pipes :

13.44 Embedding 100 mm.C.I.rain water pipe non-pressure I.S.I. Mark pipe in cement mortar during masonary work. m 4 1029

6.7 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

(a) For ordinary gravel soil involving pick work: cum 24.114375 263

10.13 Cement concrete 1:2:4

(a) With stone ballast or shingle

ii mixing by mechanical means using concrete mixer volumetric type cum 3.2152499999999997 4670

M-30 : Plinth level

10.17 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. cum 0.6555833333333334 5698

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

11.5 First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. cum 9.399000000000001 5013

Difference Rates :

From Mirthal 180 km

Coarse sand : Cum 31.03

From Lohand Khad 220 km

Steel Qtl 24.22

Extra rate for OPC Cement Bags 446.34000000000003

Carriage of Materials :

5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

Bajri : Cum 49.07

From Mirthal 180 km

Coarse sand : Cum 31.03

From Lohand Khad 220 km

Fine sand : 60 km Cum 22.229999999999997

Capital Works ' CSR based Items ( In Rs)

Add 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 02-03-2023 Capital Works ' CSR based Items after adding 5.35% ( In Rs)

Total : CSR Amount : ( Rs)

Clear Water Transmission Main DI K-7

Sl.no. Reference Particulars of Items and details of works Unit Quantity Rate (Rs) Rate in words (Rs) Amount

1.Capital Works ' CSR based Items

Excavation : ( Manually)

28.1 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.

(a) Earthwork upto 1.50 mt.Depth.

i All classes of soil except rocky Cum 5672.0254079999995 169.03

Excavation : (Mech.)

28.2 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.

(a) Earthwork upto 1.50 mt.Depth.

i All classes of soil except rocky Cum 99.1

28.7 B Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Pipe (S&S) as per IS 8329 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage,cost of rubber ring.

A DI pipe as per IS 8329 DI-K7

Pipe lines laid complete.

28.25 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.

a DI Specials : Up to 300 mm.i/d. Kg 9936.070244365772 115.81

28.23 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.

28.27 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.)

B Class PN-1.6 as per ISI

Sluice Valves flanged.(mm.i/d)

Sluice Valve : ( To be used as Scour Valve)

B Class PN-1.6 as per ISI

Sluice Valves flanged.(mm.i/d)

Valve chambers :

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

a Size 0.6 x 0.6 m. Each 4 5305.96

b Size 0.9 x 0.9 m. Each 4 7828.67

Diff.rates of materials :

From Mirthal 180 km

Coarse sand : Cum 9.879999999999999

From Lohand Khad 220 km

Bricks : 1000 no 13.36

Extra rate for OPC Cement bags 103.12

Carriage of materials :

5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

From Mirthal 180 km

Coarse sand : Cum

From Lohand Khad 220 km

Fine sand : 60 km Cum 1.3599999999999999

Bailing out of water :

28.49 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.

a Connection with pipe line Upto 300mm i/d Each 4 947.82

Capital Works ' CSR based Items ( In Rs)

Add 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 02-03-2023 Capital Works ' CSR based Items after adding 5.35% ( In Rs)

Total : CSR Amount : ( Rs)

1.Capital Works ' NON CSR based Items

NS Based on PHED Rajasthan 2023 Code no.6.6 Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI Double Acting Kinetic Air Valve with isolating Sluice Valve of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amended up to date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 , Float Guide-HBT1.HP Orifice- HTB2/ SS,Body seat ring - Leaded tin bronze/ SS .Seal ring and face ring - EPDM/NBR ,Ends flanged according to IS 6418,Fastners - CS, Epoxy paint inside outside of food grade safe for drinking water ,Valves including all material,labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge. Note: Rates are exclusive of connecting tee, pipe piece and earth work.

6.6.1 Class PN 1.0 Each 12 13153

Capital Works ' NON CSR based Items ( In Rs)

CSR based amount after adding 5.35% ( In Rs)

Non - CSR based amount ( In Rs)

Total : CSR + Non CSR Amount : ( Rs)

Minor Canal Crossing

Sl.no. Reference Particulars of Items and details of works Unit Quantity Rate (Rs) Rate in words (Rs) Amount

1.Capital Works ' CSR based Items

18.1 Steel work,fixed independentally without connecting plates, including cutting,hoisting and fixing in position.

18.15 Bolts and nuts of all sizes and length required. kg 23.048000000000002 116

16.2 Applying priming coat with metal primer on new steel or iron work including prepartion of surface. sqm 9.107142857142858 24

16.17 Painting two or more coats excluding priming coat with synthetic enamel paint all shades on wood work, metallic or plastered, concrete surface to give an even shade. sqm 4.553571428571429 66

Capital Works ' CSR based Items ( In Rs)

Add 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 02-03-2023 Capital Works ' CSR based Items after adding 5.35% ( In Rs)

Total : CSR Amount : ( Rs)

Thrusting/trenchless Crossing

Sl.no. Reference Particulars of Items and details of works Unit Quantity Rate (Rs) Rate in words (Rs) Amount

1.Capital Works ' NON CSR based Items

N.S Thrusting/trenchless of 20 mm thick M.S. pipe of 1000mm i/d for laying 250mm i/d DI K-7 pipe or required size, including V-shape welding by Gas of electric plant, moulding of M.S. sheet, Hydraulic Jack (Heavy Weight), Chain Pully block, wooden sleeper,drilling arrangements, grinding etc., Rent for genrator required for lighting purpose inside the M.S. pipe while thrusting, for dewatering also in case of failure of electricity including cost of diesel, repair and other charges, welding set, moulding set, lighting purpose inside the pipe i.e switches & bulbes, PVC pipe 3/4" for covering wire etc. and electric charges for complete job., channel trolly for thrusting pipe into working plateform, Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines, Cement Concrete 1:2:4 with stone ballast, any material & labour, Tools & plants, equipment accessories required for thrusting etc. complete in all respect. No extra payment will be made for crossing through Thrusting/trenchless. m 30 90195

Capital Works ' NON CSR based Items ( In Rs)

Total : Non CSR Amount : ( Rs)

Distribution Pipeline within WTP Premises

Sl.no. Reference Particulars of Items and details of works Unit Quantity Rate (Rs) Rate in words (Rs) Amount

1.Capital Works ' CSR based Items

Excavation : ( Manually)

28.1 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.

(a) Earthwork upto 1.50 mt.Depth.

i All classes of soil except rocky Cum 87.61536000000001 169.03

Excavation : (Mech.)

28.2 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.

(a) Earthwork upto 1.50 mt.Depth.

i All classes of soil except rocky Cum 87.61536000000001 99.1

28.7 B Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Pipe (S&S) as per IS 8329 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage,cost of rubber ring.

A DI pipe as per IS 8329 DI-K7

Pipe lines laid complete.

28.12 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.

B uPVC Pipe 6 kgf /cm2

28.25 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.

a DI Specials : Up to 300 mm.i/d. Kg 36.38353812278732 115.81

28.27 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.)

B Class PN-1.6 as per ISI

Sluice Valves flanged.(mm.i/d)

Jointing of DI pipes : ( for specials)

28.1 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 :

28.32 Providing ,fixing and jointing CI surface boxes for sluice valve,Air valve,Fire hydrant etc.including all carriages complete. Kg 99 68.32

C.I.Indicating Plates :

28.33 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. Each 3 239.39

Valve chambers :

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

a Size 0.6 x 0.6 m. Each 3 5305.96

SV : 100 & 150 mm.dia. FH : Size : 80 mm.

Diff.rates of materials :

From Mirthal 180 km

Coarse sand : Cum 0.77

From Lohand Khad 220 km

Bricks : 1000 no 1.07

Extra rate for OPC Cement bags 7.9

Carriage of materials :

5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

Bajri : Cum 1.04

From Mirthal 180 km

Coarse sand : Cum 0.77

From Lohand Khad 220 km

Fine sand : 60 km Cum 0.41

Bailing out of water :

28.49 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.

a Connection with pipe line Upto 300mm i/d Each 2 947.82

Capital Works ' CSR based Items ( In Rs)

Add 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 02-03-2023 Capital Works ' CSR based Items after adding 5.35% ( In Rs)

Total : CSR Amount : ( Rs)

Sl.no. Reference Particulars of Items and details of works Unit Quantity Rate (Rs) Rate in words (Rs) Amount

1.Capital Works ' CSR based Items

6.19 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. cum 344.15999999999997 34

10.13 Cement concrete 1:2:4

a With stone ballast or shingle

ii mixing by mechanical means using concrete mixer volumetric type cum 23.900000000000002 4670

10.17 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 cum 164.86226666666664 5698

18.18 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. Qtl 140.26 6497

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam ( vertical or battering ) sqm 152.96000000000004 210

C / shuttering : ( Columns)

9.4 Centering and Shuttering for columns ( square or rectangular or poly gonal in plan) sqm 487.56 477

C / shuttering : ( Beams)

9.6 Centering and Shuttering for columns ( square or rectangular or poly gonal in plan) sqm 885.3599999999999 380

115 mm.thk.BBM :

11.36 115 mm. thick brick wall in cement sand mortar 1:4 without reinforcement in superstructure. sqm 781.1999999999999 640

CP 20 mm.thk. :

15.2 20 mm.thick cement plaster 1;4 in two coat work sqm 1562.3999999999999 260

0.0 White washing ( Three coat) sqm 15

Dry distemper :

0.9 Distempering with dry distemper of approved manufacture two or more coats over one priming coat to give an even shade sqm 63

Sliding Shutters :

0.9 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. sqm 7.05 4118.4

Diff.in rates of materials :

From Mirthal 180 km

Coarse sand : Cum 81.65

From Lohand Khad 220 km

Bricks : 1000 no 42.966

Steel Qtl 140.26

Extra rate for OPC Cement Bags 1813.04

Carriage of materials :

5.2 (i) Earth,Surkhi,Sand,earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish,Earth

From Mirthal 180 km

Coarse sand : Cum

From Lohand Khad 220 km

Fine sand : 60 km Cum 59.83991999999999

Capital Works ' CSR based Items ( In Rs)

Add 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 02-03-2023 Capital Works ' CSR based Items after adding 5.35% ( In Rs)

1.Capital Works ' NON CSR based Items

Barbed wire fencing :

1.2 Meter High G.I.Barbed Wire fencing

NS (Rate analysis based on CSR item no.24.43 ) 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 m 650 276

Capital Works ' NON CSR based Items ( In Rs)

CSR based amount after adding 5.35% ( In Rs)

Non - CSR based amount ( In Rs)

Total : CSR + Non CSR Amount : ( Rs)

Summary of Mechanical Work for WTP at Mallanwala Khas ,District Ferozepur

S. No. Description Amount (in Rs.)

1 Intake Pumping Station

2 Raw Water Pumping Station including Floating Arms

3 S&S Tank - Dewatering Pumps

4 Clear Water Pumping Station

Intake Pumping Station ( For 24 Hours)

Sr.no CSR Item No Specification Unit Qty Total Rate (Rs) Total Rate in Word Amount (Rs)

Supply, Installation, testing and commissioning of the following items complete in all respect and as per scope of work, specification and as required at site:

Mechanical Works:

28.25 Supplying and laying D.I. specials/fittings as per IS:9523-2000 (ISI marked with the 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.

1 a D.I.specials up to 300 mm. i/d. Kg 684 115.81 79214.04000000001

Non Return Valve

28.31 Proving & fixing ISI Marked Non-return valves flanged end class PN-1.0 as per IS:5312/2004 in pipe lines including jointing & cost of Nut Bolt , rubber insertion etc. complete. Note: If Non-return valves class PN-1.6 is used instead of class PN-1.0 , than 5% will be paid extra

B Class pn - 1.6 as per ISI with gun metal flap

2 e 200 mm. i/d. Non Return Valve Each 2 16893.807 Sixteen Thousand Eight Hundred Ninety Three Rupees and Eighty Paise 33787.614

28.27 Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(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 Engineer incharge)

3 B(d) 200 mm. i/d. Sluice Valves flanged(PN-1.6) Each 2 15521 Fifteen Thousand Five Hundred Twenty One Rupees and No Paise 31042

G.I.Pipe : 40 mm.i/d.

28.36, Providing and laying,jointing,fixing,testing ISI Marked G.I.Pipe ( as per IS : 1239) B-Class premium make such as (approved make) including cost of specials such as tees,bends,sockets,elbow etc.cutting,threading and testing in trenches in the ground complete.

4 e 40 mm i/d Mtr 12 543.3348 Five Hundred Forty Three Rupees and Thirty Three Paise 6520

Capital Works ' CSR based Items ( In Rs)

Capital Works ' CSR based Items after adding 5.35% ( In Rs)

Vertical Turbine (VT) Pump

NS Supply delivery at site with necessary packing, receiving, unloading, shifting, storing, installation, testing and commissioning of Vertical Turbine (VT) Pump with squiral cage induction motor of CI IS: 210 GR FG 260 with 2% Nickel Casing & suction bowl, Impeller CF 8M ,Shaft SS 410 ,Sole/ Base plate & Column pipe MS to IS 2062 Gr. B,Motor stool and Foundation bolts etc. complete with all respect as per specification.

1 Discharge 189 Cum/hr and head 20 mtr Each 2 801040 Eight Lacs One Thousand Forty Rupees and No Paise 1602080

DI flanged Pipe

(RUIDP 2023,19.13) Providing, lowering, laying in trenches, aligning, fixing in position and double flanged (welded) centrifugally (spun) Ductile iron ISI marked K-9 grade pipes as per IS:8329-2000 (amended upto date), (including jointing and jointing material) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer. Note : E/w to be measured and paid separately.

2 200mm dia DI K-9 grade flanged pipe conforming to I.S. 8329 Mtr 15 4985 Four Thousand Nine Hundred Eighty Five Rupees and No Paise 74775

3 300mm dia DI K-9 grade flanged pipe conforming to I.S. 8329 Mtr 12 8120 Eight Thousand One Hundred Twenty Rupees and No Paise 97440

Dismantling joint

(RUIDP 2023,19.56) Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (suitable for sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.

4 300 mm dia Each 1 11900 Eleven Thousand Nine Hundred Rupees and No Paise 11900

(RUIDP SOR 2023,18.9) Supplying, erecting, testing & commissioning of Electrically Operated Travelling Crane (EOT) .Main girder & End Carriage fabricated from Rolled Steel Section, Gear Box for all motion, Electro Magnetic Friction Disc Type Brakes, all safety limit switches , LT wheels EN 9, Double Flanged 4No, with Sq. Cage motor of adequate rating (KW), duly painted mechanical cleaning and one coat of primer and two coat of synthetic paint and as per the direction of the Engineer.

5 5 MT Capacity (Span 7 M and Lift 6 M) Each 1 689700 Six Lacs Eighty Nine Thousand Seven Hundred Rupees and No Paise 689700

SS Manual Coarse Bar Screen ( 0.9 X 4.5 ) M

NS Supply,fabrication,fixing and Testing of stainless steel (SS-304) Manual Coarse Bar Screen with flat bar 50 mm x 8 mm, spacing of bars 20 mm suitable for mounting in channel of specified size with inclination not more than 75 degree and a movable complete in all respect as per Technical specification,reputed make and the direction of the Engineer

6 Amount Per One set 1 214526.706 Two Lacs Fourteen Thousand Five Hundred Twenty Six Rupees and Seventy Paise 214526.706

Motorized Sluice Valve :

(RUIDP 2023,19.29) Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Sluice valves of approved make & design standard of following dia complete (including jointing & jointing material ) including all material, labour, testing and commissioning along with pipe line as per Technical Specification & as per direction of Engineer.

Electrically Operated & SCADA Compatible class PN 1.6

7 300 mm dia Each 1 154700 One Lacs Fifty Four Thousand Seven Hundred Rupees and No Paise 154700

Motorized Butterfly Valve :

( RUIDP 2023,19.34) Providing, lowering, laying, aligning, fixing in position in pipe line,Resilient Seated D/F DI Butterfly valves of approved make & design standard of following dia. complete (including jointing & jointing material) including all material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer.

Electrically Operated & SCADA Compatible class PN 1.6

8 200 mm dia Each 2 122700 One Lacs Twenty Two Thousand Seven Hundred Rupees and No Paise 245400

Rubber expansion bellows

NS Providing, installation, testing and commissioning of following Rubber Expansion bellows of 16 bar rating, MS split flange,Class 150#, with tie rods & 6 plates, single convolution bellows. as per technical specifications and layout drawings including jointing material like nuts, bolts, plates etc. complete in all respect as per technical specification and as per direction of Engineer.

9 200 mm dia PN 16 Each 2 12512 Twelve Thousand Five Hundred Twelve Rupees and No Paise 25024

(RUIDP SOR 2023,19.63) 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.

10 300 mm dia Each 2 17400 Seventeen Thousand Four Hundred Rupees and No Paise 34800

Capital Works ' NON CSR based Items ( In Rs)

CSR based amount after adding 5.35% ( In Rs)

Non - CSR based amount ( In Rs)

Total : CSR + Non CSR Amount : ( Rs)

Raw Water Pumping Station (Pump for 22 Hours)

Sr.no CSR Item No Specification Unit Qty Total Rate (Rs) Total Rate in Word Amount (Rs)

Supply, Installation, testing and commissioning of the following items complete in all respect and as per scope of work, specification and as required at site:

Mechanical Works:

28.25 Supplying and laying D.I. specials/fittings as per IS:9523-2000 (ISI marked with the 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.

1 a D.I.specials up to 300 mm. i/d. Kg 684 115.81 One Hundred Fifteen Rupees and Eighty One Paise 79214.04000000001

Non Return Valve

28.31 Proving & fixing ISI Marked Non-return valves flanged end class PN-1.0 as per IS:5312/2004 in pipe lines including jointing & cost of Nut Bolt , rubber insertion etc. complete. Note: If Non-return valves class PN-1.6 is used instead of class PN-1.0 , than 5% will be paid extra

B Class pn - 1.6 as per ISI with gun metal flap

2 e 200 mm. i/d. Non Return Valve Each 2 16893.807 Sixteen Thousand Eight Hundred Ninety Three Rupees and Eighty Paise 33787.614

28.27 Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(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 Engineer incharge)

3 B(d) 200 mm. i/d. Sluice Valves flanged(PN-1.6) Each 2 15521.35 Fifteen Thousand Five Hundred Twenty One Rupees and Thirty Five Paise 31042.7

4 B(e) 300 mm. i/d. Sluice Valves flanged(PN-1.6) Each 3 27999.03 Twenty Seven Thousand Nine Hundred Ninety Nine Rupees and Three Paise 83997.09

G.I.Pipe : 40 mm.i/d.

28.36, Providing and laying,jointing,fixing,testing ISI Marked G.I.Pipe ( as per IS : 1239) B-Class premium make such as (approved make) including cost of specials such as tees,bends,sockets,elbow etc.cutting,threading and testing in trenches in the ground complete.

5 e 40 mm i/d Mtr 12 543.3348 Five Hundred Forty Three Rupees and Thirty Three Paise 6520

Capital Works ' CSR based Items ( In Rs)

Capital Works ' CSR based Items after adding 5.35% ( In Rs)

Vertical Turbine (VT) Pump

NS Supply delivery at site with necessary packing, receiving, unloading, shifting, storing, installation, testing and commissioning of Vertical Turbine (VT) Pump with squiral cage induction motor of CI IS: 210 GR FG 260 with 2% Nickel Casing & suction bowl, Impeller CF 8M ,Shaft SS 410 ,Sole/ Base plate & Column pipe MS to IS 2062 Gr. B,Motor stool and Foundation bolts etc. complete with all respect as per specification.

1 Discharge 193 Cum/hr and head 12 mtr Each 2 538415.16 1076830.32

DI flanged Pipe

(RUIDP 2023,19.13) Providing, lowering, laying in trenches, aligning, fixing in position and double flanged (welded) centrifugally (spun) Ductile iron ISI marked K-9 grade pipes as per IS:8329-2000 (amended upto date), (including jointing and jointing material) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer. Note : E/w to be measured and paid separately.

2 200mm dia DI K-9 grade flanged pipe conforming to I.S. 8329 Mtr 15 4985 Four Thousand Nine Hundred Eighty Five Rupees and No Paise 74775

3 300mm dia DI K-9 grade flanged pipe conforming to I.S. 8329 Mtr 42 8120 Eight Thousand One Hundred Twenty Rupees and No Paise 341040

Dismantling joint

(RUIDP 2023,19.56) Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (suitable for sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.

4 300 mm dia Each 3 11900 Eleven Thousand Nine Hundred Rupees and No Paise 35700

(RUIDP 2023,18.9.) Supplying, erecting, testing & commissioning of Electrically Operated Travelling Crane (EOT) .Main girder & End Carriage fabricated from Rolled Steel Section, Gear Box for all motion, Electro Magnetic Friction Disc Type Brakes, all safety limit switches , LT wheels EN 9, Double Flanged 4No, with Sq. Cage motor of adequate rating (KW), duly painted mechanical cleaning and one coat of primer and two coat of synthetic paint and as per the direction of the Engineer.

5 5 MT Capacity (Span 7 M and Lift 6 M) Each 1 689700 Six Lacs Eighty Nine Thousand Seven Hundred Rupees and No Paise 689700

(RUIDP 2023,19.63) 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.

6 300 mm dia Each 6 17400 Seventeen Thousand Four Hundred Rupees and No Paise 104400

Motorized Sluice Valve :

( RUIDP 2023,19.29) Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Sluice valves of approved make & design standard of following dia complete (including jointing & jointing material ) including all material, labour, testing and commissioning along with pipe line as per Technical Specification & as per direction of Engineer.

Electrically Operated & SCADA Compatible class PN 1.6

7 300 mm dia Each 1 154700 One Lacs Fifty Four Thousand Seven Hundred Rupees and No Paise 154700

Motorized Butterfly Valve :

( RUIDP 2023,19.34) Providing, lowering, laying, aligning, fixing in position in pipe line,Resilient Seated D/F DI Butterfly valves of approved make & design standard of following dia. complete (including jointing & jointing material) including all material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer.

Electrically Operated & SCADA Compatible class PN 1.6

8 200 mm dia Each 2 122700 One Lacs Twenty Two Thousand Seven Hundred Rupees and No Paise 245400

NS Providing, installation, testing and commissioning of SS 304 floating suction assly.(Floating arms). of flange ,elbow,pipe ,swivel joint, float assly and bell mouth assly as per technical specifications and layout drawings including jointing material like nuts, stud, gasket etc. complete in all respect as per technical specification and as per direction of Engineer.

9 Floating suction assly.(Floating arms) Dia- 300 mm, Metarial SS 304 Each 2 1389852 Thirteen Lacs Eighty Nine Thousand Eight Hundred Fifty Two Rupees and No Paise 2779704

Rubber expansion bellows

NS Providing, installation, testing and commissioning of following Rubber Expansion bellows of 16 bar rating, MS split flange,Class 150#, with tie rods & 6 plates, single convolution bellows. as per technical specifications and layout drawings including jointing material like nuts, bolts, plates etc. complete in all respect as per technical specification and as per direction of Engineer.

10 200 mm dia PN 16 Each 2 12512 Twelve Thousand Five Hundred Twelve Rupees and No Paise 25024

Capital Works ' NON CSR based Items ( In Rs)

CSR based amount after adding 5.35% ( In Rs)

Non - CSR based amount ( In Rs)

Total : CSR + Non CSR Amount : ( Rs)

Dewatering Pump

Sr.no CSR Item No Specification Unit Qty Total Rate (Rs) Total Rate in Word Amount (Rs)

Supply, Installation, testing, and commissioning of the following items complete in all respects and as per scope of work, specification, and as required at site:

Mechanical Works:

DI flanged Pipe

28.23, Providing, Stringing out, cutting, Jointing, and testing of ISI Marked D.I. Double Flanged pipes with screwed flanged as per IS:83292000, Class-K9 and laying the same in trenches to correct alignment and gradients, jointed with nut bolts and rubber insertion joints fitted complete including all cartage.

1 c 150mm i/d pipe lines laid complete Mtr 55 2723.73 149805.15

28.25 Supplying and laying D.I. specials/fittings as per IS:9523-2000 (ISI marked with the 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.

2 a D.I.specials upto 300 mm. i/d. Kg 385 115.81 One Hundred Fifteen Rupees and Eighty One Paise 44586.85

Non Return Valve

28.31 Proving & fixing ISI Marked Non-return valves flanged end class PN-1.0 as per IS:5312/2004 in pipe lines including jointing & cost of Nut Bolt, rubber insertion, etc. complete. Note: If Non-return valves class PN-1.6 is used instead of class PN-1.0 then 5% will be paid extra

B Class pn - 1.6 as per ISI with gun metal flap

3 d 150 mm. i/d. Non Return Valve Each 2 9166.8675 Nine Thousand One Hundred Sixty Six Rupees and Eighty Six Paise 18333.735

28.27 Providing & fixing C.I/D. I Flanged end, stem of SS (AIS 1410), and Bronze(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 Engineer)

4 B(c) 150 mm. i/d. Sluice Valves flanged(PN-1.6) Each 2 9058.04 Nine Thousand Fifty Eight Rupees and Four Paise 18116.08

Lifting arrangement for pumps

18.1, Steel work fixed independently without connecting plates including cutting hoisting and fixing in position

5 a R S Joists(I Beam 200 mm ) Qtl 4 6496 Six Thousand Four Hundred Ninety Six Rupees and No Paise 25984

Capital Works ' CSR based Items ( In Rs)

Capital Works ' CSR based Items after adding 5.35% ( In Rs)

Non -Clog Submersible pump

(RUIDP 2023,18.1.8) Supply delivery at the site with necessary packing, receiving, unloading, shifting, storing, installation, testing, and commissioning of Non-clog submersible pumping set of 2% Ni CI Cascading, Impeller CF 8M, Shaft SS 410, mechanical seal with 10M Power & Control cable, 5M SS Chain,,10M, 50mm SS Guide pipe, Duck Foot Bend, with Guide wire SS 304, etc. complete with all respect as per specification

1 Discharge 42 Cum/hr and head 10 mtr Each 2 163600 One Lacs Sixty Three Thousand Six Hundred Rupees and No Paise 327200

Dismantling joint

(RUIDP 2023,19.56) Providing, lowering, laying, aligning, fixing in position, and jointing CI dismantling joint (suitable for sluice valves, etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing, and commissioning as per Technical Specifications and as per direction of Engineer.

2 150 mm dia Each 2 4505 Four Thousand Five Hundred Five Rupees and No Paise 9010

Lifting arrangement for pumps

3 NS Slings ( Capacity- 2 ton,Dia-16 mm, length - 1.5 M) & D shackle( Capacity- 2 Ton ) set 2 8000 Eight Thousand Rupees and No Paise 16000

(RUIDP 2023,18.10) Supply, installation, and commissioning of Mono Rail Single Girder Crane suitable for lift up to 9m with chain 9m pulley block and traveling trolley excluding cost of girder complete in all respects as per the direction of the Engineer.

4 2 MT Capacity Set 2 41100 Forty One Thousand One Hundred Rupees and No Paise 82200

Capital Works ' NON CSR based Items ( In Rs)

CSR based amount after adding 5.35% ( In Rs)

Non - CSR based amount ( In Rs)

Total : CSR + Non CSR Amount : ( Rs)

Clear Water Pumping Station (Pump for 22 Hours)

Sr.no CSR Item No Specification Unit Qty Total Rate (Rs) Total Rate in Word Amount (Rs)

Supply, Installation, testing and commissioning of the following items complete in all respect and as per scope of work, specification and as required at site:

Mechanical Works:

28.25 Supplying and laying D.I. specials/fittings as per IS:9523-2000 (ISI marked with the 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.

1 b D.I.specials above 300 mm. i/d. Kg 849 174.8 148405.2

Non Return Valve

28.31 Proving & fixing ISI Marked Non-return valves flanged end class PN-1.0 as per IS:5312/2004 in pipe lines including jointing & cost of Nut Bolt , rubber insertion etc. complete. Note: If Non-return valves class PN-1.6 is used instead of class PN-1.0 , than 5% will be paid extra

B Class pn - 1.6 as per ISI with gun metal flap

2 e 200 mm. i/d. Non Return Valve Each 2 16893.807 Sixteen Thousand Eight Hundred Ninety Three Rupees and Eighty Paise 33787.614

28.27 Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(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 Engineer incharge)

3 B(d) 200 mm. i/d. Sluice Valves flanged(PN-1.6) Each 2 15521.35 Fifteen Thousand Five Hundred Twenty One Rupees and Thirty Five Paise 31042.7

G.I.Pipe : 40 mm.i/d.

28.36 Providing and laying,jointing,fixing,testing ISI Marked G.I.Pipe ( as per IS : 1239) B-Class premium make such as (approved make) including cost of specials such as tees,bends,sockets,elbow etc.cutting,threading and testing in trenches in the ground complete.

4 e 40 mm i/d Mtr 12 543.3348000000001 Five Hundred Forty Three Rupees and Thirty Three Paise 6520

Capital Works ' CSR based Items ( In Rs)

Capital Works ' CSR based Items after adding 5.35% ( In Rs)

Vertical Turbine (VT) Pump

NS Supply delivery at site with necessary packing, receiving, unloading, shifting, storing, installation, testing and commissioning of Vertical Turbine (VT) Pump with squiralcage induction motor of CI IS: 210 GR FG 260 with 2% Nickel Casing & suction bowl, Impeller CF 8M ,Shaft SS 410 ,Sole/ Base plate & Column pipe MS to IS 2062 Gr. B, Motor stool and Foundation bolts etc. complete with all respect as per specification.

1 Discharge 188 Cum/hr and head 60 mtr Each 2 1029685.24 Ten Lacs Twenty Nine Thousand Six Hundred Eighty Five Rupees and Twenty Four Paise 2059370.48

DI flanged Pipe

(RUIDP 2023,19.13) Providing, lowering, laying in trenches, aligning, fixing in position and double flanged (welded) centrifugally (spun) Ductile iron ISI marked K-9 grade pipes as per IS:8329-2000 (amended upto date), (including jointing and jointing material) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer. Note : E/w to be measured and paid separately.

2 350mm dia DI K-9 grade flanged pipe conforming to I.S. 8329 Mtr 12 10450 Ten Thousand Four Hundred Fifty Rupees and No Paise 125400

3 200mm dia DI K-9 grade flanged pipe conforming to I.S. 8329 Mtr 15 4985 Four Thousand Nine Hundred Eighty Five Rupees and No Paise 74775

Dismantling joint

(RUIDP 2023,19.56) Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (suitable for sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.

4 350 mm dia Each 1 14450 Fourteen Thousand Four Hundred Fifty Rupees and No Paise 14450

(RUIDP 2023,18.9) Supplying, erecting, testing & commissioning of Electrically Operated Travelling Crane (EOT) .Main girder & End Carriage fabricated from Rolled Steel Section, Gear Box for all motion, Electro Magnetic Friction Disc Type Brakes, all safety limit switches, LT wheels EN 9, Double Flanged 4No, with Sq. Cage motor of adequate rating (KW), duly painted mechanical cleaning and one coat of primer, and two coats of synthetic paint and as per the direction of the Engineer.

5 5 MT Capacity (Span 7 M and Lift 6 M) Each 1 689700 Six Lacs Eighty Nine Thousand Seven Hundred Rupees and No Paise 689700

Motorized Sluice Valve :

( RUIDP 2023,19.29) Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Sluice valves of approved make & design standard of following dia complete (including jointing & jointing material ) including all material, labour, testing and commissioning along with pipe line as per Technical Specification & as per direction of Engineer.

Electrically Operated & SCADA Compatible class PN 16

6 350 mm dia Each 1 251200 Two Lacs Fifty One Thousand Two Hundred Rupees and No Paise 251200

Motorized Butterfly Valve :

(RUIDP 2023,19.34) Providing, lowering, laying, aligning, fixing in position in pipe line,Resilient Seated D/F DI Butterfly valves of approved make & design standard of following dia. complete (including jointing & jointing material) including all material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer.

Electrically Operated & SCADA Compatible class PN 1.6

7 200 mm dia Each 2 122700 One Lacs Twenty Two Thousand Seven Hundred Rupees and No Paise 245400

Rubber expansion bellows

NS Providing, installation, testing and commissioning of following Rubber Expansion bellows of 16 bar rating, MS split flange,Class 150#, with tie rods & 6 plates, single convolution bellows. as per technical specifications and layout drawings including jointing material like nuts, bolts, plates etc. complete in all respect as per technical specification and as per direction of Engineer.

8 200 mm dia PN 16 Each 2 12512 Twelve Thousand Five Hundred Twelve Rupees and No Paise 25024

(RUIDP 2023,19.63) 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.

9 350 mm dia Each 2 22500 Twenty Two Thousand Five Hundred Rupees and No Paise 45000

Capital Works ' NON CSR based Items ( In Rs)

CSR based amount after adding 5.35% ( In Rs)

Non - CSR based amount ( In Rs)

Total : CSR + Non CSR Amount : ( Rs)

Summary of Electrical, Instrumentation & SCADA Work, Mallanwala Khaas

S. No. Description Amount (Rs.)

1 Intake Pumping Station

2 Raw Water Pumping Station

3 Clear Water Pumping Station

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

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

Total (in Lakhs)

Electrical, Instrumentation & RTU Works for Intake Pump House, Water Suppy- Malanwala Khaas

Sr.No. Item No. Description Unit Qty Rate (Rs) Rate (Rs. In Words) Amount (Rs.)

Supply, Installation, testing and commissioning of the following items complete in all respect and as per scope of work, specification and as required at site:

1. Capital Works ' CSR based Items

A. HT Cables & Accessories:

34.36 XLPE INSULATED HT CABLES:

34.36 A XLPE INSULATED HT ARMOURED CABLES (UNDERGROUND):

Conductor screened with extruded semiconducting compound, XLPE insulated, insulation screened with extruded semiconducting combination in combination with copper tape (0.3KA for 1sec.) cores laid up, FR PVC inner sheathed, galvanized steel strip armoured and overall FR PVC sheathed cable confirming to IS:7098 (Part-2), 2011working voltage 11KV(E) grade to be laid 1.50 meter below ground level including excavation, sand cushioning, covering with sand & First class bricks and back filling the trench etc., of the required size:-

(v) HT Cable Overall size 120sq.mm (3Core) Metre 50 1384.8 One Thousand Three Hundred Eighty Four Rupees and Eighty Paise 69240

34.36 C S/E of Heat shrinkable cable end termination/ Straight through joint kit for 11 KVA /6.6 KV (E) XLPE Cables as approved & desired by Enginer in charge:-

(iii) Heat Shrinkable End Termination for cable size 120-185 sq. mm, 3Core (indoor Type) Each 2 3581.2 Three Thousand Five Hundred Eighty One Rupees and Twenty Paise 7162.4

(vii) Heat Shrinkable End Termination for cable size 120-185 sq. mm, 3Core (Outdoor Type) Each 2 4361 Four Thousand Three Hundred Sixty One Rupees and No Paise 8722

B. LT Cables & Accessories:

34.10 A XLPE INSULATED ARMOURED CABLES (UNDERGROUND):

Supply, laying and erection of aluminium conductor XLPE insulated PVC sheathed armoured and served cable 1100 volts grade as per IS:7098 (Part-1) 1988 to be laid 1 m below ground level including excavation, sand cushioning, covering with sand & first class bricks and back filling the trench etc., of the required size as per PWD General Specifications:-

(i) Overall size 6 sq.mm (2 Core) Armoured (underground) Metre 60 435 Four Hundred Thirty Five Rupees and No Paise 26100

(xxv) Overall size 70 sq.mm (3.5 Core) Armoured (underground) Metre 40 738.75 Seven Hundred Thirty Eight Rupees and Seventy Five Paise 29550

34.10 B XLPE INSULATED ARMOURED CABLES (LOOSE):

Supply, laying and erection of aluminium conductor XLPE insulated PVC sheathed armoured and served cable 1100 volts grade as per IS 7098 (Part-1)1988 to be laid loose in the existing trench or pipe as per PWD General Specifications:-

(i) Overall size 6sq.mm (2 Core) Armoured (Loose) Metre 60 95 Ninety Five Rupees and No Paise 5700

(ix) Overall size 10sq.mm (3 Core) Armoured (Loose) Metre 140 125 One Hundred Twenty Five Rupees and No Paise 17500

(xxv) Overall size 70sq.mm (3.5 Core) Armoured (Loose) Metre 10 738.75 Seven Hundred Thirty Eight Rupees and Seventy Five Paise 7387.5

(xxxv) Overall size 6sq.mm (4 Core) Armoured (Loose) Metre 35 113.75 One Hundred Thirteen Rupees and Seventy Five Paise 3981.25

34.25 CABLE TRAY:

Supply and erection of MS perforated cable tray (MS Sheet thickness 2mm) with DA gray paint on the existing surface with the help of MS angle iron support (to be painted with approved paint) of size 50mm x 50mm x 6mm thick to be fixed with fastners/ nut & bolts etc., complete in all respect as desired by the Engineer-in-charge and as per PWD General Specifications:-

(i) Cable Tray Size 150mm x 50mm x 50mm (2mm thick) Metre 30 1012.2 One Thousand Twelve Rupees and Twenty Paise 30366

(ii) Cable Tray Size 300mm x 50mm x 50mm (2mm thick) Metre 40 1381.8 One Thousand Three Hundred Eighty One Rupees and Eighty Paise 55272

34.37 DOUBLE WALLED CORRUGATED (DWC) HDPE PIPES:

34.37 B Supply and erection of Double Walled Corrugated (DWC) HDPE pipe to be laid 1/2 mtr. below ground level including excavation placing the pipe in position and back filling with excavated soil etc. of the required size:-

(i) Double Walled Corrugated HDPE Pipe 50/ 38mm (Outer/ Inner dia.) Metre 15 95 Ninety Five Rupees and No Paise 1425

(iii) Double Walled Corrugated HDPE Pipe 90/ 76mm (Outer/ Inner dia.) Metre 10 157 One Hundred Fifty Seven Rupees and No Paise 1570

(iv) Double Walled Corrugated HDPE Pipe 120/ 103.5mm (Outer/ Inner dia.) Metre 10 244 Two Hundred Forty Four Rupees and No Paise 2440

34.38 C Supply and erection of heavy duty brass single compression gland for cable end termination duly complete with checknuts etc. including making necessary connections.

(i) Brass Gland for Aluminium cable 2/3 core size 2.5 sq. mm Each 6 61.2 Sixty One Rupees and Twenty Paise 367.20000000000005

(iii) Brass Gland for Aluminium cable 2/3/4 core size 6 sq. mm Each 8 73.2 Seventy Three Rupees and Twenty Paise 585.6

(iv) Brass Gland for Aluminium cable 2/3/4 core size 10 sq. mm Each 8 99.6 Ninety Nine Rupees and Sixty Paise 796.8

(viii) Brass Gland for Aluminium cable 2/3/4 core size 70 sq. mm Each 2 181.2 One Hundred Eighty One Rupees and Twenty Paise 362.4

34.38 A Supply and erection of heavy duty aluminium thimbles/lugs for cable end termination duly crimped including making necessary connections completely:-

(i) Aluminium thimble cable Core size 4 - 6sq.mm Each 38 13 Thirteen Rupees and No Paise 494

(ii) Aluminium thimble cable Core size 10 - 16sq.mm Each 24 14 Fourteen Rupees and No Paise 336

(v) Aluminium thimble cable Core size 70 sq.mm Each 8 30 Thirty Rupees and No Paise 240

34.13 (xiv) 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).

(b) 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) Each 12 5373.75 Five Thousand Three Hundred Seventy Three Rupees and Seventy Five Paise 64485

34.13 (xv) 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 Each 3 2288.75 Two Thousand Two Hundred Eighty Eight Rupees and Seventy Five Paise 6866.25

D. Wiring, Lighting & Accessories (for Panel room, Pump House):

34.04 RECESSED HGW CONDUIT PIPE WIRING SYSTEM WITH FLUSH PIANO TYPE SWITCHES :

Wiring 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) b Wiring fan point (With fan box) Each 8 1423.2 One Thousand Four Hundred Twenty Three Rupees and Twenty Paise 11385.6

(ii) Wiring light point Each 15 1029.6 One Thousand Twenty Nine Rupees and Sixty Paise 15443.999999999998

(iv) Wiring 6Amp. Wall socket point Each 6 739.2 Seven Hundred Thirty Nine Rupees and Twenty Paise 4435.200000000001

(vi) Wiring 16/20Amp. Power plug control point Each 6 472.8 Four Hundred Seventy Two Rupees and Eighty Paise 2836.8

34.09 (xiii) Supply 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), 3Core Metre 150 98.8 Ninety Eight Rupees and Eighty Paise 14820

34.17 SHEET METAL DOUBLE DOOR DISTRIBUTION BOARD FOR MCB's/RCBO's/ RCCB's:

Supply 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.

(ii) SP&N Double Double Door Distribution Board 8 way each Each 2 1344.35 2688.7

34.16 A MINIATURE CIRCUIT BREAKERS:

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:-

(ii) MCB Single Pole 6-32amp. (10KA, Curve-C) Each 12 180.9 One Hundred Eighty Rupees and Ninety Paise 2170.8

(vi) MCB Double Pole 6-32amp. (10KA, Curve-C) Each 2 550.8 Five Hundred Fifty Rupees and Eighty Paise 1101.6

34.29 B Single Arm Brackets for GI Pipe Pole:

(i) 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:-

(a) Single Arm Bracket 1 metre Long with G.I. Reducer 80mm x 40mm Each 4 1153.1 One Thousand One Hundred Fifty Three Rupees and Ten Paise 4612.4

E. Outdoor Lighting:

34.31 3-STEPPED STEEL TUBULAR POLE:

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:-

(i) 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. Each 2 10111.5 Ten Thousand One Hundred Eleven Rupees and Fifty Paise 20223

34.33 CEMENT CONCRETE MUFFS:

(v) 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:-

(a) Cement Concrete Muff of Overall Size 450mm dia., 45cm long Each 2 381 Three Hundred Eighty One Rupees and No Paise 762

34.29 C SINGLE/ DOUBLE/ TRIPLE/ FOUR/ SIX ARMS BRACKET FOR STEEL TUBULAR POLE:

(i) Supply 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:-

(a) Single Arm Bracket 1 metre Long for Steel Tubular Pole (7 to 8m) Each 2 1857.7 One Thousand Eight Hundred Fifty Seven Rupees and Seventy Paise 3715.4

34.12 PVC, HDPE PIPES & PVC FLEXIBLE PIPES:

(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) Heavy Gauge PVC Conduit Pipe 25mm dia. (Flushed) Metre 10 67.2 Sixty Seven Rupees and Twenty Paise 672

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:-

(a) SMC 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 Each 2 724 Seven Hundred Twenty Four Rupees and No Paise 1448

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:-

(d) Overall size 1.5sq.mm (48/0.20mm), 2Core Metre 20 45.5 Forty Five Rupees and Fifty Paise 910

Capital Works 'CSR based Electrical, Instrumentation & PLC Items ( In Rs)

Add 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 02-03-2023 Capital Works 'CSR based Electrical, Instrumentation & PLC Items after adding 5.35% ( In Rs)

2.Capital Works ' Non-CSR based Items

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’ Set 1 104718 104718

RUIDP ISOR 2023, 72.4 Supply and fixing Substation structure for mounting 11/0.4 Kv Transformer on Double pole as per DISCOM specification complete in all respect as required including nuts and bolts etc (excluding the cost of poles) made of MS channel of 4 nos 100 x 50 x 6mm and 4 nos 75 x 40 x 6mm and MS flat 50 x 6mm 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 . Each 1 18701 Eighteen Thousand Seven Hundred One Rupees and No Paise 18701

RUIDP ISOR 2023, 72.2 SITC 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) Each 1 202675 Two Lacs Two Thousand Six Hundred Seventy Five Rupees and No Paise 202675

B. LT Panel with Starter:

NS LT Panel 415 V indoor IP-42 compartmentalized, 1.6 mm CRCA sheet for non load bearing member & 2 mm for load bearing member, front lockable hinged door, wall mountable, dust & vermin proof, epoxy coated, detachable gland plate, 100A TPN Al. bus-bar, SCADA compatible (sufficient interposing relays, 2NO+2NC Aux. contactors, potential free contacts etc. as required) complete with all accessories and as below: Incomer: 125 A TPN MCCB 25 KA with O/L, S/C, Surge Protection Device, digital multi-function meter with RS485, indication lamps for R-Y-B, On-Off-Trip complete as required - 1 Set Outgoing: a) Automatic star-delta starter (25 HP pump set) compliant to type-2 coordination chart (MCCB, contactor, overload relay with single phase protection), electronic timer, On-Off-Trip indication lamp, start-stop push button, auto/manual selector switch complete as required - 2 Set b) 16 KVAR (2x5+2x2+2x1) heavy duty Capacitor with 8 step APFC relay, MCCB, capacitor duty contactor, indication lamps, selector switch, push button, aux. contactor, MCB etc. complete with all accessories and as required - 1 set c) 32A TPN MCCB 25 KA - 2 set d) 32 A TPN MCB - 5 No's for Actuated Valve e) 32 A SPN MCB - 3 No’s Each 1 341300 Three Lacs Forty One Thousand Three Hundred Rupees and No Paise 341300

C. LT Cables & Accessories:

RUIDP ISOR 2023, 60.4 Providing & 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 BSR

3 core (Ref: 60.4.2.2) Metre 105 109 One Hundred Nine Rupees and No Paise 11445

RUIDP ISOR 2023, 63.5 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 .

25mm x 3mm G.I. ( Hot Dipped ) Strip (Ref: 63.5.14) Metre 150 108 One Hundred Eight Rupees and No Paise 16200

34.13 (xx) Bonding to existing earth with 8S.W.G. (4mm dia) G.I. wire fixed with stapples on wall. Metre 250 15 Fifteen Rupees and No Paise 3750

E. Wiring, Lighting & Accessories (for Panel room, Pump House):

RUIDP ISOR 2023, 66.4 Providing & Fixing of IP20, 2'x2' LED Surface/ Recessed mounting Mid power SMD type LED Light fixture not less than 50mm housing depth 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 ≥ 120 lm/Watt ,THD < 10 % , p.f.≥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) Each 11 3391 Three Thousand Three Hundred Ninety One Rupees and No Paise 37301

RUIDP ISOR 2023, 64.12 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) Each 6 4361 Four Thousand Three Hundred Sixty One Rupees and No Paise 26166

RUIDP ISOR 2023, 64.11 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) Each 2 1729 One Thousand Seven Hundred Twenty Nine Rupees and No Paise 3458

RUIDP ISOR 2023, 67.12 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 ≥ 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 .

LED Street Light fixture with Minimum lumen output 7500 lm (Ref; 67.12.4) Each 4 5066 Five Thousand Sixty Six Rupees and No Paise 20264

F. Outdoor Lighting:

RUIDP ISOR 2023, 67.12 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 ≥ 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 .

LED Street Light fixture with Minimum lumen output 7500 lm (Ref; 67.12.4) Each 2 5066 Five Thousand Sixty Six Rupees and No Paise 10132

G. Flow Meter, RTU, Pressure Gauge & Cables:

RUIDP ISOR 2023, 43.28 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:

300 mm (Ref; 43.28.14) Each 1 320000 Three Lacs Twenty Thousand Rupees and No Paise 320000

RUIDP ISOR 2023, 47.12 Compact 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. Each 1 123570 One Lacs Twenty Three Thousand Five Hundred Seventy Rupees and No Paise 123570

RUIDP ISOR 2023, 73.41 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 . Each 3 2698 Two Thousand Six Hundred Ninety Eight Rupees and No Paise 8094

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) Metre 35 121 One Hundred Twenty One Rupees and No Paise 4235

RUIDP ISOR 2022, E111400 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) Metre 175 186 One Hundred Eighty Six Rupees and No Paise 32550

Capital Works 'Non CSR based Electrical, Instrumentation & PLC Items ( In Rs)

Total : Part - C ( Electrical, Instrumentation & PLC ) CSR + Non CSR Amount : ( Rs)

Electrical, Instrumentation & PLC Works for Raw Water Pump House, Water Suppy- Malanwala Khaas

Sr.No. Item No. Description Unit Qty Rate (Rs) Rate (Rs. In Words) Amount (Rs.)

Supply, Installation, testing and commissioning of the following items complete in all respect and as per scope of work, specification and as required at site:

1. Capital Works ' CSR based Items

A. LT Cables & Accessories:

34.10 A XLPE INSULATED ARMOURED CABLES (UNDERGROUND):

Supply, laying and erection of aluminium conductor XLPE insulated PVC sheathed armoured and served cable 1100 volts grade as per IS:7098 (Part-1) 1988 to be laid 1 m below ground level including excavation, sand cushioning, covering with sand & first class bricks and back filling the trench etc., of the required size as per PWD General Specifications:-

(ii) Overall size 10 sq.mm (2 Core) Armoured (underground) Metre 85 450 Four Hundred Fifty Rupees and No Paise 38250

(ix) Overall size 10 sq.mm (3 Core) Armoured (underground) Metre 170 465 Four Hundred Sixty Five Rupees and No Paise 79050

(xxvii) Overall size 120 sq.mm (3.5 Core) Armoured (underground) Metre 80 957.5 Nine Hundred Fifty Seven Rupees and Fifty Paise 76600

34.10 B XLPE INSULATED ARMOURED CABLES (LOOSE):

Supply, laying and erection of aluminium conductor XLPE insulated PVC sheathed armoured and served cable 1100 volts grade as per IS 7098 (Part-1)1988 to be laid loose in the existing trench or pipe as per PWD General Specifications:-

(ii) Overall size 10sq.mm (2 Core) Armoured (Loose) Metre 40 110 One Hundred Ten Rupees and No Paise 4400

(ix) Overall size 10sq.mm (3 Core) Armoured (Loose) Metre 100 125 One Hundred Twenty Five Rupees and No Paise 12500

(xxxv) Overall size 6sq.mm (4 Core) Armoured (Loose) Metre 40 113.75 One Hundred Thirteen Rupees and Seventy Five Paise 4550

(xxvii) Overall size 120sq.mm (3.5 Core) Armoured (Loose) Metre 20 591.25 Five Hundred Ninety One Rupees and Twenty Five Paise 11825

34.25 CABLE TRAY:

Supply and erection of MS perforated cable tray (MS Sheet thickness 2mm) with DA gray paint on the existing surface with the help of MS angle iron support (to be painted with approved paint) of size 50mm x 50mm x 6mm thick to be fixed with fastners/ nut & bolts etc., complete in all respect as desired by the Engineer-in-charge and as per PWD General Specifications:-

(i) Cable Tray Size 150mm x 50mm x 50mm (2mm thick) Metre 30 1012.2 One Thousand Twelve Rupees and Twenty Paise 30366

(ii) Cable Tray Size 300mm x 50mm x 50mm (2mm thick) Metre 40 1381.8 One Thousand Three Hundred Eighty One Rupees and Eighty Paise 55272

34.37 DOUBLE WALLED CORRUGATED (DWC) HDPE PIPES:

34.37 B Supply and erection of Double Walled Corrugated (DWC) HDPE pipe to be laid 1/2 mtr. below ground level including excavation placing the pipe in position and back filling with excavated soil etc. of the required size:-

(i) Double Walled Corrugated HDPE Pipe 50/ 38mm (Outer/ Inner dia.) Metre 5 95 Ninety Five Rupees and No Paise 475

(iii) Double Walled Corrugated HDPE Pipe 90/ 76mm (Outer/ Inner dia.) Metre 5 157 One Hundred Fifty Seven Rupees and No Paise 785

(iv) Double Walled Corrugated HDPE Pipe 120/ 103.5mm (Outer/ Inner dia.) Metre 5 244 Two Hundred Forty Four Rupees and No Paise 1220

34.38 C Supply and erection of heavy duty brass single compression gland for cable end termination duly complete with checknuts etc. including making necessary connections.

(i) Brass Gland for Aluminium cable 2/3 core size 2.5 sq. mm Each 6 61.2 Sixty One Rupees and Twenty Paise 367.20000000000005

(iii) Brass Gland for Aluminium cable 2/3/4 core size 6 sq. mm Each 2 73.2 Seventy Three Rupees and Twenty Paise 146.4

(iv) Brass Gland for Aluminium cable 2/3/4 core size 10 sq. mm Each 14 99.6 Ninety Nine Rupees and Sixty Paise 1394.3999999999999

(ix) Brass Gland for Aluminium cable 3/3.5/4 core size 95-120 sq. mm Each 2 238.8 Two Hundred Thirty Eight Rupees and Eighty Paise 477.6

34.38 A Supply and erection of heavy duty aluminium thimbles/lugs for cable end termination duly crimped including making necessary connections completely:-

(i) Aluminium thimble cable Core size 4 - 6sq.mm Each 26 13 Thirteen Rupees and No Paise 338

(ii) Aluminium thimble cable Core size 10 - 16sq.mm Each 36 14 Fourteen Rupees and No Paise 504

(vii) Aluminium thimble cable Core size 120 sq.mm Each 8 43 Forty Three Rupees and No Paise 344

34.13 (xiv) 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).

(b) 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) Each 6 5373.75 Five Thousand Three Hundred Seventy Three Rupees and Seventy Five Paise 32242.5

34.13 (xx) Bonding to existing earth with 8S.W.G. (4mm dia) G.I. wire fixed with stapples on wall. Metre 100 15 Fifteen Rupees and No Paise 1500

C. Wiring, Lighting & Accessories (for Panel room, Pump House):

34.04 RECESSED HGW CONDUIT PIPE WIRING SYSTEM WITH FLUSH PIANO TYPE SWITCHES :

Wiring 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) b Wiring fan point (With fan box) Each 8 1423.2 One Thousand Four Hundred Twenty Three Rupees and Twenty Paise 11385.6

(ii) Wiring light point Each 12 1029.6 One Thousand Twenty Nine Rupees and Sixty Paise 12355.199999999999

(iv) Wiring 6Amp. Wall socket point Each 6 739.2 Seven Hundred Thirty Nine Rupees and Twenty Paise 4435.200000000001

(vi) Wiring 16/20Amp. Power plug control point Each 6 472.8 Four Hundred Seventy Two Rupees and Eighty Paise 2836.8

34.09 (xiii) Supply 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), 3Core Metre 150 98.8 Ninety Eight Rupees and Eighty Paise 14820

34.17 SHEET METAL DOUBLE DOOR DISTRIBUTION BOARD FOR MCB's/RCBO's/ RCCB's:

Supply 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.

(ii) SP&N Double Double Door Distribution Board 8 way each Each 1 1344.35 One Thousand Three Hundred Forty Four Rupees and Thirty Five Paise 1344.35

(iii) SP&N Double Double Door Distribution Board 12 way each Each 1 1706.6 One Thousand Seven Hundred Six Rupees and Sixty Paise 1706.6

34.16 A MINIATURE CIRCUIT BREAKERS:

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:-

(ii) MCB Single Pole 6-32amp. (10KA, Curve-C) Each 12 180.9 One Hundred Eighty Rupees and Ninety Paise 2170.8

(vi) MCB Double Pole 6-32amp. (10KA, Curve-C) Each 3 550.8 Five Hundred Fifty Rupees and Eighty Paise 1652.3999999999999

34.29 B Single Arm Brackets for GI Pipe Pole:

(i) 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:-

(a) Single Arm Bracket 1 metre Long with G.I. Reducer 80mm x 40mm Each 4 1153.1 One Thousand One Hundred Fifty Three Rupees and Ten Paise 4612.4

Capital Works 'CSR based Electrical, Instrumentation & PLC Items ( In Rs)

Add 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 02-03-2023 Capital Works 'CSR based Electrical, Instrumentation & PLC Items after adding 5.35% ( In Rs)

2.Capital Works ' Non-CSR based Items

A. LT Panel with Starter:

NS LT Panel 415 V indoor IP-42 compartmentalized, 1.6 mm CRCA sheet for non load bearing member & 2 mm for load bearing member, front lockable hinged door, wall mountable, dust & vermin proof, epoxy coated, detachable gland plate, 100A TPN Al. bus-bar, SCADA compatible (sufficient interposing relays, 2NO+2NC Aux. contactors, potential free contacts etc. as required) complete with all accessories and as below: Incomer: 125 A TPN MCCB 25 KA with O/L, S/C, Surge Protection Device, digital multi-function meter with RS485, indication lamps for R-Y-B, On-Off-Trip complete as required - 1 Set Outgoing: a) DOL starter (15HP pumpset) compliant to type-2 coordination chart with MCCB, power contactor, overload relay, On-Off-Trip indication lamp, start-stop push button, auto/manual selector switch complete as required - 2 Set. b) DOL starter (5 HP pumpset) compliant to type-2 coordination chart with MCCB, power contactor, overload relay, On-Off-Trip indication lamp, start-stop push button, auto/manual selector switch complete as required - 2 Set. c) 16 KVAR (2x5+2x2+2x1) heavy duty Capacitor with 8 step APFC relay, MCCB, capacitor duty contactor, indication lamps, selector switch, push button, aux. contactor, MCB etc. complete with all accessories and as required - 1 set d) 32A TPN MCCB 25 KA - 3 set e) 32 A TPN MCB - 5 No's for Actuated Valve f) 32 A SPN MCB - 3 No’s Each 1 380500 Three Lacs Eighty Thousand Five Hundred Rupees and No Paise 380500

B. LT Cables & Accessories:

RUIDP ISOR 2023, 60.4 Providing & 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 BSR

3 core (Ref: 60.4.2.2) Metre 105 109 One Hundred Nine Rupees and No Paise 11445

RUIDP ISOR 2023, 63.5 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 .

25mm x 3mm G.I. ( Hot Dipped ) Strip (Ref: 63.5.14) Metre 150 108 One Hundred Eight Rupees and No Paise 16200

D. Wiring, Lighting & Accessories (for Panel room, Pump House):

NS SITC of Single Phase 30A Automatic Changeover Switch between two sources (Main & DG) for Emergency Lighting complete as required. Each 1 8187 8187

RUIDP ISOR 2023, 66.4 Providing & Fixing of IP20, 2'x2' LED Surface/ Recessed mounting Mid power SMD type LED Light fixture not less than 50mm housing depth 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 ≥ 120 lm/Watt ,THD < 10 % , p.f.≥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) Each 8 3391 Three Thousand Three Hundred Ninety One Rupees and No Paise 27128

RUIDP ISOR 2023, 64.12 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) Each 6 4361 Four Thousand Three Hundred Sixty One Rupees and No Paise 26166

RUIDP ISOR 2023, 64.11 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) Each 2 1729 One Thousand Seven Hundred Twenty Nine Rupees and No Paise 3458

RUIDP ISOR 2023, 67.12 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 ≥ 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.

LED Street Light fixture with Minimum lumen output 7500 lm (Ref; 67.12.4) Each 4 5066 Five Thousand Sixty Six Rupees and No Paise 20264

E. Level Transmitter, PLC, Pressure Gauge, Cables:

RUIDP ISOR 2023, 43.27 Supply, Installation, testing and commissioning of Battery Operated Ultrasonic Level Transmitters with an accuracy of ± 0.25% of full sacle, ingress protection IP 65, MOC electronic enclosure Aluminium die cast/SS316, battery life of min. 5 years, LCD display 8 X 1 character as per technical specifications

0 to 6 Mtr. (Ref; 43.27.1) Each 2 82215 Eighty Two Thousand Two Hundred Fifteen Rupees and No Paise 164430

RUIDP ISOR 2023, 47.1 Design, Manufacture, Supply, Installation, Testing and Commissioning of Indoor type PLC Panel of size approx. 800 mm X500 mm X 2000mm (LBH) , Fabricated out of min. 2 mm thick CRCA sheet complete with latest configuration, necessary programming software for PLC & SCADA and comprising of all accessories not limited to the following: DI No. 30 DO No. 26 AI No. 6 AO No. 2 MCB 16A DP No. 2 MCB 6A DP No. 6 SMPS 100-240VAC/ 4.5A / 24 VDC No. 1 Selector Switch (Auto/Manual) & Local / Remote No. 2 Control Relays Lot 1 Annunciator with 24 Windows NO to NC Type Microprocessor Based, Window Size 75*42mm, 110VAC, with No. 1 Electronic Hooter No. 1 Control Transformer 200VA No. 1 Emergency STOP Push Button No. 1 Panel Cooling Fan & Filter No. 2 Panel Light with Door Switch, 7W No. 1

Control Indication Lamp for 24VDC, 220VAC No. 3 Push Button No. 3 Power Wiring+Control Wiring + Control TB/ Fuse 2A,TB etc Lot 1Panel Hardware, lugs, terminations, ferrules, name plate Etc. Lot 1UTILITY SOCKET 16A, 3 PIN No. 2 HMI Display 10 Inch, Colour No. 1 Isolators Dual Output, 24VDC Lot 1 Lot 1 647272 Six Lacs Forty Seven Thousand Two Hundred Seventy Two Rupees and No Paise 647272

RUIDP ISOR 2023, 73.41 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 . Each 5 2698 Two Thousand Six Hundred Ninety Eight Rupees and No Paise 13490

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) Metre 300 121 One Hundred Twenty One Rupees and No Paise 36300

RUIDP ISOR 2022, E111400 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) Metre 760 186 One Hundred Eighty Six Rupees and No Paise 141360

Capital Works 'Non CSR based Electrical, Instrumentation & PLC Items ( In Rs)

Total : Part - C ( Electrical, Instrumentation & PLC ) CSR + Non CSR Amount : ( Rs)

Electrical, Instrumentation & PLC Works for Clear Water Pump House, Water Suppy- Malanwala Khaas

Sr.No. Item No. Description Unit Qty Rate (Rs) Rate (Rs. In Words) Amount (Rs.)

Supply, Installation, testing and commissioning of the following items complete in all respect and as per scope of work, specification and as required at site:

1. Capital Works ' CSR based Items

B. LT Cables & Accessories:

34.10 A XLPE INSULATED ARMOURED CABLES (UNDERGROUND):

Supply, laying and erection of aluminium conductor XLPE insulated PVC sheathed armoured and served cable 1100 volts grade as per IS:7098 (Part-1) 1988 to be laid 1 m below ground level including excavation, sand cushioning, covering with sand & first class bricks and back filling the trench etc., of the required size as per PWD General Specifications:-

(ii) Overall size 10 sq.mm (2 Core) Armoured (underground) Metre 85 450 Four Hundred Fifty Rupees and No Paise 38250

(xxxi) Overall size 300 sq.mm (3.5 Core) Armoured (underground) Metre 60 1675 One Thousand Six Hundred Seventy Five Rupees and No Paise 100500

34.10 B XLPE INSULATED ARMOURED CABLES (LOOSE):

Supply, laying and erection of aluminium conductor XLPE insulated PVC sheathed armoured and served cable 1100 volts grade as per IS 7098 (Part-1)1988 to be laid loose in the existing trench or pipe as per PWD General Specifications:-

(ii) Overall size 10sq.mm (2 Core) Armoured (Loose) Metre 40 110 One Hundred Ten Rupees and No Paise 4400

(xiii) Overall size 50sq.mm (3 Core) Armoured (Loose) Metre 70 246.25 Two Hundred Forty Six Rupees and Twenty Five Paise 17237.5

(xxxi) Overall size 300sq.mm (3.5 Core) Armoured (Loose) Metre 40 1306.25 One Thousand Three Hundred Six Rupees and Twenty Five Paise 52250

(xxxv) Overall size 6sq.mm (4 Core) Armoured (Loose) Metre 40 113.75 One Hundred Thirteen Rupees and Seventy Five Paise 4550

34.25 CABLE TRAY:

Supply and erection of MS perforated cable tray (MS Sheet thickness 2mm) with DA gray paint on the existing surface with the help of MS angle iron support (to be painted with approved paint) of size 50mm x 50mm x 6mm thick to be fixed with fastners/ nut & bolts etc., complete in all respect as desired by the Engineer-in-charge and as per PWD General Specifications:-

(i) Cable Tray Size 150mm x 50mm x 50mm (2mm thick) Metre 30 1012.2 One Thousand Twelve Rupees and Twenty Paise 30366

(ii) Cable Tray Size 300mm x 50mm x 50mm (2mm thick) Metre 40 1381.8 One Thousand Three Hundred Eighty One Rupees and Eighty Paise 55272

34.37 DOUBLE WALLED CORRUGATED (DWC) HDPE PIPES:

34.37 B Supply and erection of Double Walled Corrugated (DWC) HDPE pipe to be laid 1/2 mtr. below ground level including excavation placing the pipe in position and back filling with excavated soil etc. of the required size:-

(i) Double Walled Corrugated HDPE Pipe 50/ 38mm (Outer/ Inner dia.) Metre 5 95 Ninety Five Rupees and No Paise 475

(iii) Double Walled Corrugated HDPE Pipe 90/ 76mm (Outer/ Inner dia.) Metre 5 157 One Hundred Fifty Seven Rupees and No Paise 785

(iv) Double Walled Corrugated HDPE Pipe 120/ 103.5mm (Outer/ Inner dia.) Metre 5 244 Two Hundred Forty Four Rupees and No Paise 1220

34.38 C Supply and erection of heavy duty brass single compression gland for cable end termination duly complete with checknuts etc. including making necessary connections.

(i) Brass Gland for Aluminium cable 2/3 core size 2.5 sq. mm Each 6 61.2 Sixty One Rupees and Twenty Paise 367.20000000000005

(iii) Brass Gland for Aluminium cable 2/3/4 core size 6 sq. mm Each 2 73.2 Seventy Three Rupees and Twenty Paise 146.4

(iv) Brass Gland for Aluminium cable 2/3/4 core size 10 sq. mm Each 6 99.6 Ninety Nine Rupees and Sixty Paise 597.5999999999999

(vii) Brass Gland for Aluminium cable 2/3/4 core size 50 sq. mm Each 4 170.4 One Hundred Seventy Rupees and Forty Paise 681.6

(xiii) Brass Gland for Aluminium cable 3/3.5/4 core size 300 sq. mm Each 2 488.4 Four Hundred Eighty Eight Rupees and Forty Paise 976.8

34.38 A Supply and erection of heavy duty aluminium thimbles/lugs for cable end termination duly crimped including making necessary connections completely:-

(i) Aluminium thimble cable Core size 4 - 6sq.mm Each 26 13 Thirteen Rupees and No Paise 338

(ii) Aluminium thimble cable Core size 10 - 16sq.mm Each 12 14 Fourteen Rupees and No Paise 168

(iv) Aluminium thimble cable Core size 50sq.mm Each 12 27 Twenty Seven Rupees and No Paise 324

(xi) Aluminium thimble cable Core size 300 sq.mm Each 8 116 One Hundred Sixteen Rupees and No Paise 928

34.13 (xiv) 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).

(b) 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) Each 4 5373.75 Five Thousand Three Hundred Seventy Three Rupees and Seventy Five Paise 21495

34.13 (xx) Bonding to existing earth with 8S.W.G. (4mm dia) G.I. wire fixed with stapples on wall. Metre 100 15 Fifteen Rupees and No Paise 1500

D. Wiring, Lighting & Accessories (for Panel room, Pump House):

34.04 RECESSED HGW CONDUIT PIPE WIRING SYSTEM WITH FLUSH PIANO TYPE SWITCHES :

Wiring 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) b Wiring fan point (With fan box) Each 8 1423.2 One Thousand Four Hundred Twenty Three Rupees and Twenty Paise 11385.6

(ii) Wiring light point Each 12 1029.6 One Thousand Twenty Nine Rupees and Sixty Paise 12355.199999999999

(iv) Wiring 6Amp. Wall socket point Each 6 739.2 Seven Hundred Thirty Nine Rupees and Twenty Paise 4435.200000000001

(vi) Wiring 16/20Amp. Power plug control point Each 6 472.8 Four Hundred Seventy Two Rupees and Eighty Paise 2836.8

34.09 (xiii) Supply 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), 3Core Metre 150 98.8 Ninety Eight Rupees and Eighty Paise 14820

34.17 SHEET METAL DOUBLE DOOR DISTRIBUTION BOARD FOR MCB's/RCBO's/ RCCB's:

Supply 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.

(ii) SP&N Double Double Door Distribution Board 8 way each Each 1 1344.35 One Thousand Three Hundred Forty Four Rupees and Thirty Five Paise 1344.35

(iii) SP&N Double Double Door Distribution Board 12 way each Each 1 1706.6 One Thousand Seven Hundred Six Rupees and Sixty Paise 1706.6

34.16 A MINIATURE CIRCUIT BREAKERS:

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:-

(ii) MCB Single Pole 6-32amp. (10KA, Curve-C) Each 12 180.9 One Hundred Eighty Rupees and Ninety Paise 2170.8

(vi) MCB Double Pole 6-32amp. (10KA, Curve-C) Each 3 550.8 Five Hundred Fifty Rupees and Eighty Paise 1652.3999999999999

34.29 B Single Arm Brackets for GI Pipe Pole:

(i) 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:-

(a) Single Arm Bracket 1 metre Long with G.I. Reducer 80mm x 40mm Each 4 1153.1 One Thousand One Hundred Fifty Three Rupees and Ten Paise 4612.4

Capital Works 'CSR based Electrical, Instrumentation & PLC Items ( In Rs)

Add 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 02-03-2023 Capital Works 'CSR based Electrical, Instrumentation & PLC Items after adding 5.35% ( In Rs)

2.Capital Works ' Non-CSR based Items

A. LT Panel with Starter:

NS LT Panel 415 V indoor IP-42 compartmentalized, 1.6 mm CRCA sheet for non load bearing member & 2 mm for load bearing member, front lockable hinged door, wall mountable, dust & vermin proof, epoxy coated, detachable gland plate, 125 A TPN Al. bus-bar, SCADA compatible (sufficient interposing relays, 2NO+2NC Aux. contactors, potential free contacts etc. as required) complete with all accessories and as below: Incomer: 315 A TPN MCCB 25 KA with O/L, S/C, Surge Protection Device, digital multi-function meter with RS485, indication lamps for R-Y-B, On-Off-Trip complete as required - 1 Set Outgoing: a) 160 A TPN MCCB 25 KA with O/L, S/C, Device, digital multi-function meter with RS485, indication lamps for R-Y-B complete as required - 2Set b) 36 KVAR (2x15+2x2+2x1) heavy duty Capacitor with 8 step APFC relay, MCCB, capacitor duty contactor, indication lamps, selector switch, push button, aux. contactor, MCB etc. complete with all accessories and as required - 1 set c) 32A TPN MCCB 25 KA - 3 set d) 32 A TPN MCB - 5 No's for Actuated Valve e) 32 A SPN MCB - 3 No’s Each 1 345400 Three Lacs Forty Five Thousand Four Hundred Rupees and No Paise 345400

RUIDP ISOR 2023, 44.6 SITC of Soft Starters with panel supplied by manufacturer conforming to applicable standards with logic inputs & outputs, relay outputs and analogue outputs, plug in I/O connections, display of electrical parameters, state of load & operating time, RS 485 serial link for connections to Modbus.

55 KW (Ref: 44.6.5) Each 2 157854 One Lacs Fifty Seven Thousand Eight Hundred Fifty Four Rupees and No Paise 315708

B. LT Cables & Accessories:

RUIDP ISOR 2023, 60.4 Providing & 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 BSR

3 core (Ref: 60.4.2.2) Metre 105 109 One Hundred Nine Rupees and No Paise 11445

RUIDP ISOR 2023, 63.5 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 .

25mm x 3mm G.I. ( Hot Dipped ) Strip (Ref: 63.5.14) Metre 100 108 One Hundred Eight Rupees and No Paise 10800

D. Wiring, Lighting & Accessories (for Panel room, Pump House):

NS SITC of Single Phase 30A Automatic Changeover Switch between two sources (Main & DG) for Emergency Lighting complete as required. Each 1 8187 8187

RUIDP ISOR 2023, 66.4 Providing & Fixing of IP20, 2'x2' LED Surface/ Recessed mounting Mid power SMD type LED Light fixture not less than 50mm housing depth 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 ≥ 120 lm/Watt ,THD < 10 % , p.f.≥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) Each 8 3391 Three Thousand Three Hundred Ninety One Rupees and No Paise 27128

RUIDP ISOR 2023, 64.12 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) Each 6 4361 Four Thousand Three Hundred Sixty One Rupees and No Paise 26166

RUIDP ISOR 2023, 64.11 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) Each 2 1729 One Thousand Seven Hundred Twenty Nine Rupees and No Paise 3458

RUIDP ISOR 2023, 67.12 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 ≥ 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 .

LED Street Light fixture with Minimum lumen output 7500 lm (Ref; 67.12.4) Each 4 5066 Five Thousand Sixty Six Rupees and No Paise 20264

E. Level Transmitter, Magnetic Flow Meter, PLC, Pressure Gauge, Cables:

RUIDP ISOR 2023, 43.27 Supply, Installation, testing and commissioning of Battery Operated Ultrasonic Level Transmitters with an accuracy of ± 0.25% of full sacle, ingress protection IP 65, MOC electronic enclosure Aluminium die cast/SS316, battery life of min. 5 years, LCD display 8 X 1 character as per technical specifications

0 to 6 Mtr. (Ref; 43.27.1) Each 1 82215 Eighty Two Thousand Two Hundred Fifteen Rupees and No Paise 82215

RUIDP ISOR 2023, 43.28 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:

250 mm (Ref; 43.28.13) Each 2 277852 Two Lacs Seventy Seven Thousand Eight Hundred Fifty Two Rupees and No Paise 555704

RUIDP ISOR 2023, 47.1 Design, Manufacture, Supply, Installation, Testing and Commissioning of Indoor type PLC Panel of size approx. 800 mm X500 mm X 2000mm (LBH) , Fabricated out of min. 2 mm thick CRCA sheet complete with latest configuration, necessary programming software for PLC & SCADA and comprising of all accessories not limited to the following: DI No. 30 DO No. 26 AI No. 6 AO No. 2 MCB 16A DP No. 2 MCB 6A DP No. 6 SMPS 100-240VAC/ 4.5A / 24 VDC No. 1 Selector Switch (Auto/Manual) & Local / Remote No. 2 Control Relays Lot 1 Annunciator with 24 Windows NO to NC Type Microprocessor Based, Window Size 75*42mm, 110VAC, with No. 1 Electronic Hooter No. 1 Control Transformer 200VA No. 1 Emergency STOP Push Button No. 1 Panel Cooling Fan & Filter No. 2 Panel Light with Door Switch, 7W No. 1

Control Indication Lamp for 24VDC, 220VAC No. 3 Push Button No. 3 Power Wiring+Control Wiring + Control TB/ Fuse 2A,TB etc Lot 1 Panel Hardware, lugs, terminations, ferrules, name plate Etc. Lot 1 UTILITY SOCKET 16A, 3 PIN No. 2 HMI Display 10 Inch, Colour No. 1 Isolators Dual Output, 24VDC Lot 1 Lot 1 647272 Six Lacs Forty Seven Thousand Two Hundred Seventy Two Rupees and No Paise 647272

RUIDP ISOR 2023, 73.41 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 . Each 3 2698 Two Thousand Six Hundred Ninety Eight Rupees and No Paise 8094

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) Metre 270 121 One Hundred Twenty One Rupees and No Paise 32670

RUIDP ISOR 2022, E111400 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) Metre 560 186 One Hundred Eighty Six Rupees and No Paise 104160

Capital Works 'Non CSR based Electrical, Instrumentation & PLC Items ( In Rs)

Total : Part - C ( Electrical, Instrumentation & PLC ) CSR + Non CSR Amount : ( Rs)

Electrical Works for Sub-Station, Water Suppy- Malanwala Khaas

Sr.No. Item No. Description Unit Qty Rate (Rs) Rate (Rs. In Words) Amount (Rs.)

Supply, Installation, testing and commissioning of the following items complete in all respect and as per scope of work, specification and as required at site:

1. Capital Works ' CSR based Items

A. HT Cables & Accessories:

34.36 XLPE INSULATED HT CABLES:

34.36 A XLPE INSULATED HT ARMOURED CABLES (UNDERGROUND):

Conductor screened with extruded semiconducting compound, XLPE insulated, insulation screened with extruded semiconducting combination in combination with copper tape (0.3KA for 1sec.) cores laid up, FR PVC inner sheathed, galvanized steel strip armoured and overall FR PVC sheathed cable confirming to IS:7098 (Part-2), 2011working voltage 11KV(E) grade to be laid 1.50 meter below ground level including excavation, sand cushioning, covering with sand & First class bricks and back filling the trench etc., of the required size:-

(viii) HT Cable Overall size 240sq.mm (3Core) Metre 100 1938 One Thousand Nine Hundred Thirty Eight Rupees and No Paise 193800

34.36 C S/E of Heat shrinkable cable end termination/ Straight through joint kit for 11 KVA /6.6 KV (E) XLPE Cables as approved & desired by Enginer in charge:-

(iv) Heat Shrinkable End Termination for cable size 240-400 sq. mm, 3Core (Indoor Type) Each 4 4400.2 Four Thousand Four Hundred Rupees and Twenty Paise 17600.8

(viii) Heat Shrinkable End Termination for cable size 240-400 sq. mm, 3Core (Outdoor Type) Each 2 5195.4 Five Thousand One Hundred Ninety Five Rupees and Forty Paise 10390.8

B. LT Cables & Accessories:

34.10 A XLPE INSULATED ARMOURED CABLES (UNDERGROUND):

Supply, laying and erection of aluminium conductor XLPE insulated PVC sheathed armoured and served cable 1100 volts grade as per IS:7098 (Part-1) 1988 to be laid 1 m below ground level including excavation, sand cushioning, covering with sand & first class bricks and back filling the trench etc., of the required size as per PWD General Specifications:-

(xxxvii) Overall size 16 sq.mm (4 Core) Armoured (underground) Metre 145 503.75 Five Hundred Three Rupees and Seventy Five Paise 73043.75

(xxxi) Overall size 300 sq.mm (3.5 Core) Armoured (underground) Metre 50 1675 One Thousand Six Hundred Seventy Five Rupees and No Paise 83750

34.10 B XLPE INSULATED ARMOURED CABLES (LOOSE):

Supply, laying and erection of aluminium conductor XLPE insulated PVC sheathed armoured and served cable 1100 volts grade as per IS 7098 (Part-1)1988 to be laid loose in the existing trench or pipe as per PWD General Specifications:-

(i) Overall size 6sq.mm (2 Core) Armoured (Loose) Metre 40 95 Ninety Five Rupees and No Paise 3800

(xxxvii) Overall size 16sq.mm (4 Core) Armoured (Loose) Metre 85 153.75 One Hundred Fifty Three Rupees and Seventy Five Paise 13068.75

(xxxi) Overall size 300sq.mm (3.5 Core) Armoured (Loose) Metre 50 1306.25 One Thousand Three Hundred Six Rupees and Twenty Five Paise 65312.5

34.25 CABLE TRAY:

Supply and erection of MS perforated cable tray (MS Sheet thickness 2mm) with DA gray paint on the existing surface with the help of MS angle iron support (to be painted with approved paint) of size 50mm x 50mm x 6mm thick to be fixed with fastners/ nut & bolts etc., complete in all respect as desired by the Engineer-in-charge and as per PWD General Specifications:-

(i) Cable Tray Size 150mm x 50mm x 50mm (2mm thick) Metre 75 1012.2 One Thousand Twelve Rupees and Twenty Paise 75915

(ii) Cable Tray Size 300mm x 50mm x 50mm (2mm thick) Metre 50 1381.8 One Thousand Three Hundred Eighty One Rupees and Eighty Paise 69090

34.37 DOUBLE WALLED CORRUGATED (DWC) HDPE PIPES:

34.37 B Supply and erection of Double Walled Corrugated (DWC) HDPE pipe to be laid 1/2 mtr. below ground level including excavation placing the pipe in position and back filling with excavated soil etc. of the required size:-

(i) Double Walled Corrugated HDPE Pipe 50/ 38mm (Outer/ Inner dia.) Metre 25 95 Ninety Five Rupees and No Paise 2375

(iv) Double Walled Corrugated HDPE Pipe 120/ 103.5mm (Outer/ Inner dia.) Metre 20 244 Two Hundred Forty Four Rupees and No Paise 4880

34.38 C Supply and erection of heavy duty brass single compression gland for cable end termination duly complete with checknuts etc. including making necessary connections.

(iii) Brass Gland for Aluminium cable 2/3/4 core size 6 sq. mm Each 2 73.2 Seventy Three Rupees and Twenty Paise 146.4

(v) Brass Gland for Aluminium cable 2/3/3.5/4 core size 16 sq. mm Each 8 123.6 One Hundred Twenty Three Rupees and Sixty Paise 988.8

(xiii) Brass Gland for Aluminium cable 3/3.5/4 core size 300 sq. mm Each 6 488.4 Four Hundred Eighty Eight Rupees and Forty Paise 2930.3999999999996

34.38 A Supply and erection of heavy duty aluminium thimbles/lugs for cable end termination duly crimped including making necessary connections completely:-

(i) Aluminium thimble cable Core size 4 - 6sq.mm Each 4 13 Thirteen Rupees and No Paise 52

(ii) Aluminium thimble cable Core size 10-16sq.mm Each 32 14 Fourteen Rupees and No Paise 448

(xi) Aluminium thimble cable core size 300 sq. mm Each 24 116 One Hundred Sixteen Rupees and No Paise 2784

34.13 (xiv) 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).

(b) 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) Each 14 5373.75 Five Thousand Three Hundred Seventy Three Rupees and Seventy Five Paise 75232.5

34.13 (xx) Bonding to existing earth with 8S.W.G. (4mm dia) G.I. wire fixed with stapples on wall. Metre 250 15 Fifteen Rupees and No Paise 3750

Capital Works 'CSR based Electrical, Instrumentation & PLC Items ( In Rs)

Add 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 02-03-2023 Capital Works 'CSR based Electrical, Instrumentation & PLC Items after adding 5.35% ( In Rs)

2.Capital Works ' Non-CSR based Items

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’ Set 1 104718 104718

RUIDP ISOR 2023, 72.4 Supply and fixing Substation structure for mounting 11/0.4 Kv Transformer on Double pole as per DISCOM specification complete in all respect as required including nuts and bolts etc (excluding the cost of poles) made of MS channel of 4 nos 100 x 50 x 6mm and 4 nos 75 x 40 x 6mm and MS flat 50 x 6mm 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 . Each 1 18701 Eighteen Thousand Seven Hundred One Rupees and No Paise 18701

RUIDP ISOR 2023, 72.7.2 Incoming Panel comprising of following: - VCB 630 Amps . VI of VCB should be sealed for 30000 operation. VCB operationg mechanism should be of M2 duty for minimum 10000 mechanical operation. - Closing & tripping coil of VCB should be of continious rating to achive minimal failure. - Resin Cast type CT having Ratio : 400-200A/ 1-1 A, Core1: 5P20, 5 VA; Core 2: 0.5, 5 VA (How ever CT Ratio shall be decided as per load requirement) - VT Ratio: 11KV/1.732/110V/1.732/110V/1.732, -Core 1: 0.5, 20VA should be floor mounted and to be connected from the back side of the panel. - Numerical relay (should be VCB manufacturer's own make) having protections of 50,51, 50N,51N,TCS. The relay shall have programable 4 digital Input , programable 6 Digital Output and programable 4 nos. LED at HMI. - Ammeter with Selectorswitch and Volt meter with Selector switch - Multifunction Meter of Acc Class 0.5, having facility to monitor KW, KVA, KVAR, PF, KWH, KVARH, KVAH, A,V etc. - Trip circuit supervision relay (feature of numerical relay) - LR, TNC switch, indication lamp - CB ON/OFF, spring charge, Auto trip, TCS healthy etc., Space heaters - Power Pack (230V AC- 110V DC) and 8/12 window Annunciator. Set 1 620073 Six Lacs Twenty Thousand Seventy Three Rupees and No Paise 620073

RUIDP ISOR 2023, 72.7.3 Outgoing Panel comprising of following: - VCB 630 Amps . VI of VCB should be sealed for 30000 operation. VCB operationg mechanism should be of M2 duty for minimum 10000 mechanical operation. - Closing & tripping coil of VCB should be of continious rating to achive minimal failure. - Resin Cast type CT having Ratio : 400-200A/ 1-1 A, Core1: 5P20, 5 VA; Core 2: 0.5, 5 VA (How ever CT Ratio shall be decided as per load requirement) - Numerical relay (should be VCB manufacturer's own make) having protections of 50,51, 50N,51N,TCS. The relay shall have programable 4 digital Input , programable 6 Digital Output and programable 4 nos. LED at HMI. - Ammeter with Selectorswitch and Volt meter with Selector switch - Multifunction Meter of Acc Class 0.5, having facility to monitor KW, KVA, KVAR, PF, KWH, KVARH, KVAH, A,V etc. - Trip circuit supervision relay (feature of numerical relay) - LR, TNC switch, indication lamp - CB ON/OFF, spring charge, Auto trip, TCS healthy etc., Space heaters - Power Pack (230V AC- 110V DC) Set 2 598691 Five Lacs Ninety Eight Thousand Six Hundred Ninety One Rupees and No Paise 1197382

RUIDP ISOR 2023, 72.2 SITC 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.

160 KVA (Ref: 72.2.3) Each 2 326895 Three Lacs Twenty Six Thousand Eight Hundred Ninety Five Rupees and No Paise 653790

NS PCC (Main) 415 V indoor IP-42 , compartmentalized, 1.6 mm CRCA sheet for non-load bearing 2 mm for load bearing member, front lockable hinged door, floor mounted, dust & vermin proof, epoxy coated, detachable gland plate, TPN Al. bus-bar complete with all accessories and as below: Incomer: TPN 315A MCCB with multi-function meter, SPD, indication lamps for R-Y-B, On-Off-Trip complete as required -2 Sets Bus-Coupler: TPN 315A MCCB with indication lamps for R-Y-B, On-Off-trip complete as required -1 Set Mechanical & Electrical interlock to be provided between incomers & bus-coupler Outgoing: a) 315 A TPN MCCB 25 KA with O/L, S/C protection, multi-function meter, indication lamps for R-Y-B, On-Off-Tripcomplete as required - 2 set (Bus-Section 1) b) 125 A TPN MCCB 25 KA with O/L, S/C protection, multi-function meter, indication lamps for R-Y-B, On-Off-Trip complete as required - 3 set (Bus-Section 2) c) 32A TPN MCCB 25 KA - 4 set (Bus-Section 2) d) 32A TPN MCB 10 KA - 4 set (Bus-Section 2) e) 32A SPN MCB 10 KA - 3 set (Bus-Section 1) Each 1 493300 Four Lacs Ninety Three Thousand Three Hundred Rupees and No Paise 493300

NS PCC (DG) 415 V indoor IP-42 , compartmentalized, 1.6 mm CRCA sheet for non-load bearing 2 mm for load bearing member, front lockable hinged door, floor mounted, dust & vermin proof, epoxy coated, detachable gland plate, TPN Al. bus-bar complete with all accessories and as below: Incomer: TPN 63A MCCB 25KA with multi-function meter, Surge Protection Device, indication lamps for R-Y-B, On-Off-Trip complete as required - 1 Set Outgoing: a) 32 A TPN MCCB 25 KA with O/L, S/C protection,indication lamps for R-Y-B complete as required - 3 set b) 32 A SPN MCCB 25 KA with O/L, S/C protection, indication lamps for R-Y-B complete as required - 4 set Each 1 132700 One Lacs Thirty Two Thousand Seven Hundred Rupees and No Paise 132700

C. DG Set & AMF Panel:

RUIDP ISOR 2023, 72.17 SITC of Radiator Cooled and Turbo charged Silent DG Set (As per latest CPCB emission norms) having specifications as per A, B, C, D, E, F,G,H & I A) 1500 RPM Diesel Engine conforming to BS:649/5514 of suitable BHP (up to 82.5 kVA 6 cylinder or Below required, 125 kVA & Above ratings 6 cylinder or above required ) capable of taking 10% over loading for one hour after 12 hours of continuous operation., Dry exhaust mainfold with Hospital grade silencer and catalytic convertor(isolated from main DG chamber), up to 3 M exhaust piping (with LRB insulation & Alum. cladding ) as required . B) AC Brush less SPDP Alternator conform to BS 5000 (part 99) or IS/IEC 60034-1. . Alternator shall be self regulated with standard Alternator Protection( Over voltage , over speed & under voltage, under speed warning & shutdown).Engine & Alternator mounted on a common base Frame & coupled through a flexible coupling or close coupled C) CPCB / ARAI approved Standard canopy with Weatherproof, powdercoated Accoustic enclosure for DG set for sound attenuation fabricated from 1.6 mm CRCA sheet steel (structure) with sidewall fabricated from 1.6 mm CRCA sheet & filled with glasswool (96Kg/m3) / Foam. as per IS8183 the doors of 28/40/50/85mm thick as perrating and fabricated from 1.6mm CRCA sheet packed with accoustic material, All doors/opening are sealed with neoprene /EPDNgaskets. The DG Set has Inbuilt / External in fuel tank to run 6 to 8 Hrs as per OEM standard, with protection and tripping of DG set against temperature of more than 50 degree centigrade. D) Electronic / Mechanical governor, Manual & electric Start ,Batteries with battry charger, Engine instruments panel,AVM pads All controls for operation of DG set are from outside the enclosure with DG control panel having Microprocessor based Genset monitoring like Running Hour, RPM, Low Lube Oil tripping & control system, Panel mounted MCCB/ACB of suitable rating, Ammeter, Voltmeter, PF meter, frequency meter, KWH meter,digital fuel display meter, Ind.lamps etc. mounted inside enclosure , visible and accessible from outside. The enclosure should be suitable for following capacity DG

sets and alternator. Noise level shall be less than 75 dB at a distance of 1 Mtrs. duly certified by authorised agency etc. complete in all respect of following capacity : E) (i) Accoustic glass wool wall thickness should not be less then 40mm and not less then 20mm PU foam upto rating 100 KVA. (ii).Accoustic glass wool wall thickness should not be less then 65mm and not less then 50mm PU foam upto rating 250 KVA. (iii)Accoustic glass wool wall thickness should not be less then 100mm for rating above 250 KVA. F) First filling of the fuel tank shall be done by contractor and the prevailing fuel cost at that time shall be reimbursed to the contactor by department. G) Servicing Contract of DG Set from OEM's Authorised Service Dealer as per OEM guidelines during the DLP period shall be done by contractor including all consumables, actual charges shall be reimbursed to the contractor by End User Department. H) Manufacturer / OEM must have its authorized service dealer in Rajasthan. Which can provide service within 6 Hours of compalint registration. I) DG set will be offered for Inspection and Testing at Manufacturer's Works in presence of Departmental Engineers. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

25 KVA at 0.8 pf 415V 50Hz 3-ǿ (Ref: 72.17.2) Each 1 490510 Four Lacs Ninety Thousand Five Hundred Ten Rupees and No Paise 490510

RUIDP ISOR 2023, 72.29 SITC of PLC Based Auto main failure (AMF) Panel fabricated from CRCA sheet steel 2 mmThick , Powder coated finish , Engine Start & Stop commands, control Relays , Ammeter & Voltmeter with selector switches, Control & 2 nos 4 pole Power Contactors with 2 no. of required size 4 pole MCCB, Timers, Electronic Hooter ,Visual & Alarm indication for faults, UPS, operator interface panel complete in all respect suitable for following capacity DG sets: Appropriate Test Certificate/ report of product/accessories from OEM/Panel Manufecturer 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 .

20 to 40 KVA (Ref: 72.29.1) Each 1 72910 Seventy Two Thousand Nine Hundred Ten Rupees and No Paise 72910

NS SITC of Single Phase 30A Automatic Changeover Switch between two sources (Main & DG) for Emergency Lighting complete as required. Each 1 8187 Eight Thousand One Hundred Eighty Seven Rupees and No Paise 8187

RUIDP ISOR 2023, 63.5 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 .

25mm x 3mm G.I. ( Hot Dipped ) Strip (Ref: 63.5.14) Metre 200 108 One Hundred Eight Rupees and No Paise 21600

50mm x 6mm G.I. ( Hot Dipped ) Strip (Ref: 63.5.17) Metre 100 416 Four Hundred Sixteen Rupees and No Paise 41600

E. Outdoor Lighting:

RUIDP ISOR 2023, 67.7 Supply installation testing & Commissioning of high mast lighting system (as per PLG 07 of ILP UK techinical report no 7 of ILE UK /IS:875 Part-1 – 2015//BSEN10025/and IS:2062 )consisting of totally hot dip galvanised by piecewise single dipped method high mast, lantern carriage suitable for up to 12 nos luminaries with welded arm (excluding luminares), mast head frame assembly with full cover, including 1 No. LED 15 Watts aviation obstruction lights, double drum type self sustaining winch, integral power tool accesible from door with padlocking arrangement (winch motor with control circuit) hot dipped galvanised heavy duty pipe lightening finial, Stainless steel 6 mm dia. wire ropes (AISI 316, 7 / 19 costruction 3 no. rope for lantern carrage & 2 no. rope for winch assembly ) foundation bolt, torque limiter,EPR insulated PCP sheathed 5 core x 2.5 Sq.mm trailing cable, including outdoor type control panel for auto on / off, reverse / forward motor operation. The mast is constructed from mild steel plates (as per IS 5986 Gr. 510 ) cut and folded to form a polygonal section, telescopic jointed and welding as per BS 5135.etc. as required on Existing Foundation. ( See table P - 03 for specs.) OEM Must have Type test certificate for wind tunnel test . 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.

20.0 Mtr Hm (in 2 section) suitable for 12 No. Luminaries (Ref; 67.7.3) Each 2 338738 Three Lacs Thirty Eight Thousand Seven Hundred Thirty Eight Rupees and No Paise 677476

RUIDP ISOR 2023, 67.11 Providing & Fixing of IK08 IP-66 protected high power LED flood light system with single piece Pressure diecast aluminium housing, toughened glass diffuser with suitable lenses on LED to achieve various beam angles, of high power LED of 3 to 5 watt each . Integrated potted driver as a unique BIS R number having efficiency more than 85 % and in compliance to BIS certified and Trade mark certificate. The System level Luminaire efficacy >=125 lm/ wt. LED driver Input Voltage AC 120 to 270 V AC with High voltage Cutoff @>=300 V AC and Auto resetting Safety .Power Factor >0.95 , THD(I) <10% , driver current <=750mA. driver should be Phase to phase protection of 440 V for 4 Hrs. Electrical Connector , Surge Protection Min >=4KV internal and 10KV external but inside driver compartment, System life of 50000 Burning hours with 70% of Initial Lumens maintained, CRI>70 and CCT 5700K ±355K. Manufactures Word Mark/Name Engraved/Embossing/Screen printing on die cast housing to allow traceability/authenticity. Fixture shall be 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.

High Power LED Flood Light Minimum lumen output 37500 lm (Ref; 67.11.11) Each 24 21993 Twenty One Thousand Nine Hundred Ninety Three Rupees and No Paise 527832

Capital Works 'Non CSR based Electrical, Instrumentation & PLC Items ( In Rs)

Total : Part - C ( Electrical, Instrumentation & PLC ) CSR + Non CSR Amount : ( Rs)

SCADA for Intake, Raw & Clear water Pumping Station, WTP & Sub-Station- Malanwala Khaas

Sr.No. Item No. Description Unit Qty Rate (Rs) Rate (Rs. In Words) Amount (Rs.)

Supply, Installation, testing and commissioning of the following items complete in all respect and as per scope of work, specification and as required at site:

Capital Works ' Non-CSR based Items

RUIDP ISOR 2023, 47.14 Supply, Installation, testing and commissioning of SCADA System at Master Control Centre complete with PC server, monitor, communication modules, printers, 2 Nos. of 60"LED Display of latest resolution and configuration, 4 Nos of 32'' Operator console ( 1 No. of Engineering, 1 No. of operator console, 1 No. of Historical and 1 No. of Web Server) including control desk, chairs, storage racks etc., required hardware, software complete with all accessories and in line with Technical Specification. Lot 1 4339666 Forty Three Lacs Thirty Nine Thousand Six Hundred Sixty Six Rupees and No Paise 4339666

Capital Works 'Non CSR based SCADA Items ( In Rs)

Total : Part - C ( SCADA ) Non CSR Amount : ( Rs)

5 years’ Operation and Maintenance (Part-2) of 5.0 MLD Water Treatment Plant (WTP) and other related works at Town : Mallanwala Khass Town, District Ferozepur, Punjab under AMRUT 2.0 Scheme

5 Years' Operation & Maintenance Cost (PART 2)

S. No. Period Unit Total Qty Rate Amount in Rs Amount In words (In Rupees)

1 Construction period (30 Months) Rs per month. 12 0 0

2 1st Year. Rs per month. 12 230779.833333333 Twenty Seven Lacs Sixty Nine Thousand Three Hundred Fifty Eight Rupees and No Paise

3 2nd Year. Rs per month. 12 276907.779211307 Thirty Three Lacs Twenty Two Thousand Eight Hundred Ninety Three Rupees and Thirty Five Paise

4 3rd Year. Rs per month. 12 297675.862652155 Thirty Five Lacs Seventy Two Thousand One Hundred Ten Rupees and Thirty Five Paise

5 4th Year. Rs per month. 12 320001.552351067 Thirty Eight Lacs Forty Thousand Eighteen Rupees and Sixty Three Paise

6 5th Year. Rs. per month. 12 344001.668777397 Forty One Lacs Twenty Eight Thousand Twenty Rupees and Three Paise

Total 5 Years' O&M in Rs One Crores Seventy Six Lacs Thirty Two Thousand Four Hundred Rupees and Thirty Six Paise