CONSTRUCTION OF 14MLD WTP WITH 5 YEARS OANDM AT DHURI NAME AS PER APPROVED DNIT

STANDARD BIDDING DOCUMENT FOR PROCUREMENT OF WORKS

Part- 2 Canal Water based Water Supply Project for Construction of 14.0 MLD Water Treatment Plant and other related works including Operation and Maintenance for a period of 05 years and Supplying, Installation, Testing of Solar Panels including other required equipment as per Guidelines of Punjab Energy Development Agency (PEDA) over Raw Water S&S Tanks of Water Treatment Plants with Operation and Maintenance for a period of 07 years

Town : Dhuri, District : Sangrur, Punjab

Project Value: Capital cost: Rs. 2887.23 Lakh 05 Years' O&M: Rs. 273.46 Lakh

Name of Work: Canal Water based Water Supply Project for Construction of 14.0 MLD Water Treatment Plant and other related works including Operation and Maintenance for a period of 05 years (Part-2) and Supplying, Installation, Testing of Solar Panels including other required equipment as per Guidelines of Punjab Energy Development Agency (PEDA) over Raw Water S&S Tanks of Water Treatment Plants with Operation and Maintenance for a period of 07 years

Town : Dhuri, District : Sangrur, Punjab

Name of Bidder:

1 Part- A, B & C : Construction of 14.0 MLD Water Treatment Plant (WTP) and other related works

2 Part- D : 05 Years' Operation and Maintenance

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 =

Canal Water based Water Supply Project for Construction of 14.0 MLD Water Treatment Plant and other related works including Operation and Maintenance for a period of 05 years AMRUT 2.0 Scheme (Patr-2)

Town : Dhuri Dist : Sangrur

S.no. Description Amount (in Rs.)

(A) Civil works :

1 Canal intake :

i) Raw Water Gravity Main from Canal to RW Concrete Channel : DI K -7 : 500 mm. i/d.

ii) RCC Valve Chamber near Canal : 1.80 x 1.80 x 3.10 m

iii) RW Concrete Channel : 7.5 x 1.4 x 4.4 m

iv) Intake Sump with Pumping Station

v) Panel Room & Meter Room for Intake Pumping Station

vi) Construction of Toilet Block

vii) Septic Tank & Soak Pit

viii) Platform for Transformer

ix) Construction of Road for Intake Premises

x) Boundary Wall at Intake

2 Rising Main (From Intake Pumping Station to Raw water S&S Tank)

i) DI K -7 : 500 mm. i/d.

ii) Road Works :Dismantling and Road Restoration (Raw Water - Rising Main)

3 RCC Valve Chamber at Raw water inlet Channel for S&S Tank

i) Valve Chamber-I (2.0 x 2.0 m)

ii) Valve Chamber-II (2.0 x 2.0 m)

4 Raw water S & S tank :

i) Raw Water Channel (at inlet of S&S Tank) 50.45 x 1.20. x 1.65 m

ii) Raw Water Storage and Sedimentation (S &S) Tank : 84 x 28 x 6.0 m

iii) Construction of RCC column for supporting Solar Panel : Dia. 300 mm

5 Water Treatment Plant (Capacity : 14 MLD)

6 Mixing Chamber, Valve Chamber & CCT :

i) Chlorine mixing chamber : 3.1 x 2.0 x 5.10 m

ii) Valve Chamber to CWR : 3.3 x 2.0 x 3.95 m

iii) Chlorine Contact Tank with Compartment (02 No's): 10.0 X 4.4 X 4.25 m

7 Clear water reservoir : (CWR)

i) Clear Water Reservoir with Compartment (02 No's) : 20.0 X 12.5 X 4.25 m

ii) Raw Water - Clear Water Sump & Pumping Station CW Sump : 14.2 x 4.0 x 6.65 m RW Sump : 10.87 x 4.0 x 8.2 m

iii) Panel Room cum Operator Room : 12.19 x 5.0 x 4.0 m

8 Clear Water Rising Main (CW-RM) WTP To OHSRs (DI S & S IS ; DI K-9)

9 Road Works : (CW-RM)

Dismantling of Road & Restoration of Road

10 Crossing Arrangements

i) Nalla / Drain Crossing with MS Casing Pipe over Columns

12 Distribution line within WTP premises :

13 Boundary Wall & Eath Filling at WTP :

i) Boundary wall with Barbed wire fencing

Capital Cost - (I) Civil Works

(B) Mechanical Works :

13 Intake Pumping Station

14 Raw Water Pumping Station including Floating Arms

15 S&S Tank - Dewatering Pumps

16 Clear Water Pumping Station

17 Gate for outlet of CWR

Sub Total - (II) Mechanical Works

(C) Electrical Works :

18 Intake Pumping Station

19 Raw & Clear Water Pumping Station

20 Sub-Station for Raw & Clear Water Pumping Station and WTP

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

Sub Total - (III) Electrical Works

Sub Total (A+B+C): Capital Cost = Civil + Mechanical + Electrical Works

05 years' O&M Charges

Provisional Sum (Not Part of Bidding) (Rs. in Lakhs)

Provisional Sum

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

(A) Provisional Sum : (Capital Cost)

Any other work or pipeline = 1 % of Dist.Pipeline Cost or shifing of utilities 0.05 4.531837605180052

Price Escalation = 3.75 % of Capital Cost (@ 7.50 % per annum and average 3.75% per year) 0.0375 108.27115371024223

Contingencies = 5 % of Capital Cost 0.05 144.36153828032297

W.R.D. deposit work charges for providing Raw Water and Construction of Cross regulator if there is no existing cross regulator. 25

Deposit work for Railway Crossing- 01 No. 100

Electrical connections charges :

Intake Pumping Station 8.2115

Sub-Station 26.882

Sub Total (A) Provisional Sum

(B) PWSSB Charges and Cess :

Contingencies Charges on work @ 1% ( To be paid on actual limited to maximum @ 1% of Capital cost) 28.872307656064596

PWSSB ( Admin ) Charges @ 6 % on Capital Cost 173.23384593638755

Third Party Inspection Charges @ 0.92% 26.56252304357943

Culture Cess @ 1% ( For works more than 15 Crore on PWSSB works and Nil for Local Govt.works ) 28.872307656064596

Cancer Cess @ 1% ( For works more than 15 Crore) 28.872307656064596

Sub Total (B) PWSSB Charges and Cess

Total - Provisional Sum

Raw Water Gravity Main from Canal to Valve Chamber at Intake

S.no. Ref. Description of Work Unit Quantity Total Rate 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 7.657 169.03

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 30.627999999999997 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.

b DI Specials : Above 300 mm.i/d. Kg 34.89111355835241 174.8

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 0.0535

Sub-Total Part - A (1) (i): CSR Amount after adding 5.35% : (Rs)

RCC Valve Chamber near Canal : 1.80 x 1.80 x 3.10 m

S.no. Ref. Description of Work Unit Quantity Total Rate 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 10.140000000000004 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 8.79 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 8.79 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 8.79 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 0.6760000000000003 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 6.458865844472541 5698

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or Battering.) sqm 1.9200000000000004 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 44.8 405

C / shuttering :

9.8 Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. sqm 4.69862833058846 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 5.384692675578034 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 16 209

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

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 :

Lohand Khad 148 Km.

Extra rate for OPC (Ordinary Portland Cement) Bags 54 26.219683840000002

Carriage of Materials :

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

Lohand Khad 148 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 0.0535

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

2. Capital Works ' NON CSR based Items

RUIDP-2023 19.30 Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) short body pattern type double eccentric Butterfly valves of approved make of following class & dia complete confirming to BS EN 593/ BS 5155/ IS 13095/1991 amended up to date and of following specifications: Body, disc and end cover of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Face to face dimensions as per DIN 3202 F4/ IS 13095 Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (NonToxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on both body and disc inside and outside. Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/316 & shaft bearingsbronze/ PTET or Teflon with EPDM/NBR "O "ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insertion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work

19.30.2 Class PN 1.6 Manually Operated With Gear

Capital Works Non CSR based Items (In Rs)

Capital Works (Part - A) " Civil "

CSR based amount after adding 5.35% (In Rs)

Non - CSR based amount (In Rs)

Sub-Total Part - A (1) (ii): CSR + Non CSR Amount : ( Rs)

RW Concrete Channel : 7.5 x 1.4 x 4.4 m

S.no. Ref. Description of Work Unit Quantity Total Rate 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 35.64 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 49.896 34

4.1 ( A) Rate for loading in to wagons,trucks or boats within 15 meters lead. cum 49.896 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 48.15 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 2.376 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 19.36 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 :

10.5 Extra for using admixture in designed mix concrete. kg 124.71199999999996 60

Shuttering : ( Raft foundation)

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering.) sqm 7.5600000000000005 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 72 405

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.

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 6.66 532

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 14.117999999999999 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 52 209

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 4.3 908

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 :

Lohand Khad 148 Km.

Extra rate for OPC (Ordinary Portland Cement) Bags 177 26.219683840000002

Carriage of materials :

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

Lohand Khad 148 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 0.0535

Sub-Total Part - A (1) (iii): CSR Amount after adding 5.35% : (Rs)

Intake Sump with Pumping Station

S.no. Ref. Description of Work Unit Quantity Total Rate 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 108.885 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 333.914 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 333.914 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 7.021000000000003 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 68.76799999999999 5698

10.16 Reinforced cement concrete M-25 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 12.084 5408

10.5 Extra for using admixture in designed mix concrete. kg 409.17 60

18.18 Cold twisted deformed (Ribbed / Tor steel) 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 75.60760751999999 6497

9.2 Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering) including attached pilasters,buttertsses etc. sqm 243.64 405

9.8 Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. sqm 80.56 532

Providing and Applying Food grade Epoxy based water proof coat :

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 143 209

Manhole Cover :

29.36 Providing and fixing RCC manhole covers only

A 560mm i/d RCC man hole cover only as per ISI

(ii) Heavy Duty each 2 1110

Pump Chamber above GL

10.21 Reinforced cement concrete M-25 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 superstructure cum 3.0825999999999993 6158

11.5 First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. cum 4.16185 5013

Brickwork in CM.1:5 in first storey. :

11.4 (i) First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level. cum 45.29020200000001 5071

Plaster : 20 mm.thick in CM 1:4 :

15.59 cement Pointing 1:2 deep variety Sqm 397.23999999999995 127

White washing :

0.0 White washing (three coat) sqm 397.23999999999995 15

Distempering (OBD) : Inside Painting :

16.11 Distempering with Acrylic washable oil bound distemper (of approved manufacture) two coats over one priming coat to give an even shade. sqm 198.61999999999998 33

Exterior paint :

16.14 Finishing walls with cement based water soluble exterior paint such as snowcem,robbiacem etc.on old work two coat to give an even shade. sqm 198.61999999999998 39

Cement Concrete 1:2:4 gola :

13.55 Cement concrete 1:2:4 gola 10 cm.*10 cm. concave quadrant along junction of roofs with parapet wall finished smooth,where specially specified. m 28 65

13.45 Top khurra 0.6 m.*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. each 4 95

Rain water pipes :

13.74 Providing and fixing 110 mm. dia. SWR U.P.V.C. Rain water pipe ( ring fitted type-A) sa per IS : 13592 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-in-charge.( If fixed on wall face clamp to be paid seperately as per respective items). m 12.6 232

Rain Water Pipe bend :

13.75 (a) Providing and fixing 110 mm. dia. SWR U.P.V.C.bend for Rain water pipe for Rain water pipe as per IS : 14735 including jointing complete as per specifications and to the entire satisfaction of Engineer-in-charge. each 4 135

Rain Water Pipe coupling/socket :

13.76 (a) Providing and fixing 110 mm. dia. SWR U.P.V.C. Coupling/Socket for Rain water pipe as per IS : 14735 including jointing complete as per specifications and to the entire satisfaction of Engineer-in-charge. each 12 84

40 mm.Thick Grey Polished Floor :

14.4 50 mm thick ironite (Metallic Floor Hardner to be mixed with Granolithic topping for heavy duty floors) floor consisiting of 40mm thick cement concrete 1:2:4 base and top layer 10mm 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 6mm gauge by volume finished smooth with hard rubbing sqm 80.56 781

17.45 (a) Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate z sections and other sections conforming to Is: 733 and IS : 1285 of Jindal, Hindalco, Mahavir or equivalent make approved by Engineer in Charge , fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC Plug/neoprene felt etc. aluminum sections shall be smooth, rust free, straight, mitered and jointed mechanically wherever required including cleat angle, aluminum snap beading for glazing/paneling, C.P.brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer-In Charge. (Glazing and paneling to be paid for separately) : For fixed portion and chawkhats

14 guage section (1.75"x4") weight 1.77 kg per Mtr. kg 13.983 352

17.45 (b) Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate z sections and other sections conforming to Is: 733 and IS : 1285 of Jindal, Hindalco, Mahavir or equivalent make approved by Engineer in Charge , fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC Plug/neoprene felt etc. aluminum sections shall be smooth, rust free, straight, mitered and jointed mechanically wherever required including cleat angle, aluminum snap beading for glazing/paneling, C.P.brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer-In Charge. (Glazing and paneling to be paid for separately) : For shutters of doors, windows & ventilators including providing and fixing hinges/pivots and labour for fixing of fittings wherever required including the cost of PVC Plug / neoprene gasket required

14 guage section (1.75"x4") weight 1.22 kg per Mtr. kg 9.64 368

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 7.5 2797

Diff. rates of materials :

Coarse sand : Cum 61.14 -143.79679999999985

Lohand Khad 148 Km.

Extra rate for OPC Bags 832.11 26.219683840000002

Carriage of Materials :

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

Coarse sand : Cum 61.14 590.6186

Lohand Khad 148 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 0.0535

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

2. Capital Works ' NON CSR based Items

RUIDP- ISOR 2023 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 300mm dia each 2 17400

Providing and Applying Food grade Epoxy based water proof coat :

Telengana CSR 2023 - 24 Buildings ( Part -III ) Sl.no.886 / TBSC - Q -VII -12 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 575.4000000000001 332

Capital Works Non CSR based Items (In Rs)

Capital Works (Part - A) " Civil "

CSR based amount after adding 5.35% (In Rs)

Non - CSR based amount (In Rs)

Sub-Total Part - A (1) (ii): CSR + Non CSR Amount : ( Rs)

Panel Room & Meter Room for Intake Pumping Station

S.no. Ref. Description of Work Unit Quantity Total Rate 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 19.190720000000002 34

10.13 Cement concrete 1:4:8

a With stone ballast or shingle

ii mixing by mechanical means using concrete mixer volumetric type cum 5.823455000000001 4670

10.27 Damp proof course 4cm thick of cement concrete 1:2:4 with water proofing compound as per manufactures guidelines. SqM 5.2624 244

11.5 First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. cum 9.148882500000001 5013

11.4 (i) First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level. cum 18.062200000000004 5071

15.9 12.5 mm thick cement plaster 1:4 SqM 152.68000000000004 189

10.16 Reinforced cement concrete M-25 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 9.940920000000004 5408

40 mm.Thick Grey Polished Floor :

14.4 50 mm thick ironite ( Metallic Floor Hardner to be mixed with Granolithic topping for heavy duty floors) floor consisiting of 40mm thick cement concrete 1:2:4 base and top layer 10mm 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 6mm gauge by volume finished smooth with hard rubbing sqm 30.557500000000005 472

14.1 Conglomerate floor 50mm thick cement concrete 1:2:4 on 100mm thick cement concrete 1:8:16 with stone aggregate 40 mm guage and 100mm sand filling using mechanical mixer for mixing of material SqM 10.315000000000001 749

Floating Coat :

14.4 Floating coat of 1.5 mm thick neat cement laid in one operation to the topping. SqM 10.315000000000001 29

13.13 (i) Terracing consisting of tiles 22.86 x 11.43 x 3.83 cm. laid over 25 mm. mud plaster 7.5 cm. mud filling on another layer of 25 mm. mud plaster including two coats of bitumen laid hot at 1.65 kg./sqm. Top of RCC slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing etc. SqM 30.557500000000005 706

13.55 Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified. m 22.880000000000003 65

Rain water pipe :

13.74 Providing and fixing 110 mm. dia. U.P.V.C Rain water pipe of 2.5 kgf / sqm as per IS : 4985 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-in-charge.(If fixed on wall face clamp to be paid separatly as per respective item) m 8.6 232

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. no. 2 95

13.75 Providing and fixing 110 mm. dia. U.P.V.C bend for Rain water pipe as per IS : 14735 including jointing complete as per specifications and to the entire satisfaction of Engineer-in-charge.

(a) UPVC 110 mm bend each 2 135

Upvc Coupling/socket :

13.76 Providing and fixing 110 mm. dia. U.P.V.C Coupling / Socket for Rain water pipe as per IS : 14735 including jointing complete as per specifications and to the entire satisfaction of Engineer-in-charge.

(a) UPVC 110 mm bend each 4 84

17.45 (a) Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate z sections and other sections conforming to Is: 733 and IS : 1285 of Jindal, Hindalco, Mahavir or equivalent make approved by Engineer in Charge , fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC Plug/neoprene felt etc. aluminum sections shall be smooth, rust free, straight, mitered and jointed mechanically wherever required including cleat angle, aluminum snap beading for glazing/paneling, C.P.brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer-In Charge. (Glazing and paneling to be paid for separately) : For fixed portion and chawkhats

14 guage section (1.75"x4") weight 1.77 kg per Mtr. kg 13.983 352

17.45 (b) Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate z sections and other sections conforming to Is: 733 and IS : 1285 of Jindal, Hindalco, Mahavir or equivalent make approved by Engineer in Charge , fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC Plug/neoprene felt etc. aluminum sections shall be smooth, rust free, straight, mitered and jointed mechanically wherever required including cleat angle, aluminum snap beading for glazing/paneling, C.P.brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer-In Charge. (Glazing and paneling to be paid for separately) : For shutters of doors, windows & ventilators including providing and fixing hinges/pivots and labour for fixing of fittings wherever required including the cost of PVC Plug / neoprene gasket required

14 guage section (1.75"x4") weight 1.22 kg per Mtr. kg 9.64 368

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 7.952736000000003 6497

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam ( vertical or battering ) sqm 12.126400000000002 210

9.8 Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc sqm 45.22320000000002 532

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 183.04000000000002 75

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 7.5 2797

Diff.in Rates of materials :

Coarse sand : Cum 11.07 -143.79679999999985

Lohand Khad 148 Km.

Extra rate for OPC Bags 134.4 26.219683840000002

Carriage of Materials :

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

Coarse sand : Cum 11.07 590.6186

Lohand Khad 148 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 0.0535

Sub-Total Part - A (1) (v): CSR Amount after adding 5.35% : (Rs)

S.no. Ref. Description of Work Unit Quantity Total Rate Rate in words (Rs) Amount (Rs)

1. Capital Works CSR based Items

6.6 Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres Cum 7.07 182

10.6(b)(ii) Cement concrete 1:8:16 With stone aggregates 40mm gauge mixing by mechanical means using concrete mixer volumetric type Cum 1.01 3127

11.5 First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth Cum 4.05 5013

10.21 Reinforced cement concrete M-25 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 superstructure. Cum 1.86 6158

18.18 Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete Qtl 1.4880000000000002 6497

10.27 Damp proof course 4cm thick of cement concrete 1:2:4 with water proofing compound as per manufactures guidelines Sqm 1.7200000000000002 244

11.6 First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level. Cum 8.91 5151

15.9 12.5 mm thick cement plaster 1:4 Sqm 79.32000000000001 189

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) Sqm 1.98 210

9.6 Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels. Sqm 1.12 380

9.8 Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc Sqm 15.73 532

9.1 Centring and shuttering for parapet, fascias and other similar items including edges. Sqm 0.59 520

14.72 Providing and laying Anti skid Ceramic floor tiles of size 300x300 mm x 10 mm thick of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on flooring skirting and dado in 12.5mm thick cement plaster 1:3 in base and jointed with @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., completewhite cement slurry in joints including corners angles and beading. Sqm 3 672

14.127 Providing and fixing 1st quality ceramic glazed wall tiles Matt/Semi Matt/Glosy/Highly Gloss finish/Highlighter/emboss conforming to IS :15622 (thickness to be specified by the manufacture of approved make in all colours, shades except burgundy, bottle green, black of size 450 x 310 mm as approved by Engineer-in- Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:4 (1 cement:4 fine sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. Sqm 12.85 795

17.45 (a) Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate z sections and other sections conforming to Is: 733 and IS : 1285 of Jindal, Hindalco, Mahavir or equivalent make approved by Engineer in Charge , fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC Plug/neoprene felt etc. aluminum sections shall be smooth, rust free, straight, mitered and jointed mechanically wherever required including cleat angle, aluminum snap beading for glazing/paneling, C.P.brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer-In Charge. (Glazing and paneling to be paid for separately) : For fixed portion and chawkhats

14guage section (1.75"x4") weight 1.77 kg per Mtr. Kg 12.478500000000002 352

17.45 (b) Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate z sections and other sections conforming to Is: 733 and IS : 1285 of Jindal, Hindalco, Mahavir or equivalent make approved by Engineer in Charge , fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC Plug/neoprene felt etc. aluminum sections shall be smooth, rust free, straight, mitered and jointed mechanically wherever required including cleat angle, aluminum snap beading for glazing/paneling, C.P.brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer-In Charge. (Glazing and paneling to be paid for separately) : For shutters of doors, windows & ventilators including providing and fixing hinges/pivots and labour for fixing of fittings wherever required including the cost of PVC Plug / neoprene gasket required

14guage section (1.75"x4") weight 1.22 kg per Mtr. Kg 7.380999999999999 368

17.46 (ii) Providing and fixing 12mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in paneling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of Engineer-In-Charge. Pre laminated particle board with decorative lamination on Both side. Sqm 0.8 1148

17.47 (i) Providing and fixing glazing in aluminum door, window, ventilator shutters and partitions etc. with PVC Plug/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminum snap beading shall be paid in basic item) Float glass panes of 5 mm thickness Sqm 0.19 1035

16.12 Distempering with Acrylic washable oil bound distemper (of approved manufacture) two or more coats on old distempered work when shade is changed Sqm 66.47000000000001 50

13.55 Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified. Mtr 5.9 65

13.51 Bottom khurra on ground 1.2m 0.6m consisting of bricks on edge laid in cement mortar 1:3 over 7.5 cm cement concret 1:8:16 including 12.5mm thick cement plaster 1:3 Nos 1 677

30.4 Providing and fixing in position Chinaware European type water closet P trap or S trap of approved make (to the approval of the Engineer-in-charge) consisting of 10 ltr. PVC flushing cistern ISI marked, PVC short bend 32 mm dia including cost of seat cover complete in all respect and to the entire satisfaction of Engineer-in-charge. Each 1 4780

30.8 (a) Providing and fixing jet spray with 2'-6" long PVC pipe.With C.P. Brass nut Each 1 476

30.32 (i) Providing and fixing in position vitreous chinaware white lavatory suites of approved make (to the approval of Engineer-in-charge) consisting of C.P. brass waste 32mm dia with one C.P. brass pillar tap including Rack Bolt Screw Pair 115mm long complete in all respect. Size 450mmx300mm Each 1 3369

30.16 Providing and fixing in position vitreous Chinaware white lndian make large flat back or angular lipped front urinal 375 x 390 x 590 mm of approved make (to the approval of the Engineer-in-charge) consisting of C.P. brass Urinal waste Coupling dome type 32mm outer length 75 mm , C.P. brass Urinal Spreader Ocular-Regular and C.P. brass tube connection 300 mm long complete Each 1 6551

30.62 (A) Providing & Fixing in position plastic moulded frame mirror Size 550mmx400mm with 4mm thick hard board backing of required shape fixed in position with rawl plugs, C.P. brass screws and washers complete in all respect Each 1 682

30.66 ( c ) Providing & Fixing in postion stop cock /Angle valve of approved make (to the approval of Engineer-in-charge ) complete in all respect.C.P.brass 15mm Angle valve without flange Each 3 826

30.72 (a) Providing & fixing in position PVC flexible tube connection of approved make (to the approval of Engineer-in-charge ) complete in all respect.PVC tube connection of size 15 mm x 300 mm with C.P. Brass nut Each 3 174

30.74 iii (B) Providing and fixing in position singel socket SWR UPVC soil waste or antisyphonage pipes as per IS 13592 of E.D.C manufacture or of any other reputed firm including cutting, jointing, wastage, but excluding cost of jointing.

(b) Single Socket Type B 110mm o/d SWR UPVC pipe lines laid complete Mtr 30 376.04

30.8 Providing and fixing in position SS Grating with frame of approved make (to the approval of engineer in charge) complete in all respects. Each 1 110.66

30.58 (b) Providing and fixing in position towel rails / ring of approved make (to the approval of Engineer-in-charge ) fixed in with rawl plugs embedded in walls with brass screws complete in all respect.C.P brass towel ring Each 1 911

30.97 (a) Providing & placing in position on terrace (at all floor levels) HDPE water storage tanks of approved make (to the approval of Engineer in-charge) with cover with suitable locking arrangement and making necessary holes for inlet, outlet and over flo pipes but without fittings and base support for tank.

(i) Triple Layer Tanks Litre 500 10.8

30.96 (A) Providing and fixing in position automatic brass Ball Cock in tanks.Plastic Ball Cock with rod and Plastic Ball

(IV) 32mm i/d Each 1 909.32

28.19 CONCEALED IN WALL: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes as per IS 15778 (ISI marked with the prior approval of Engineer-inCharge), having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing including jointing of pipes & fittings, with one step CPVC solvent cement and testing of pipes complete as per direction of Engineer-in-Charge.

CPVC SDR 11 Pipe & fitting 20mm o/d Mtr 15 221.35

CPVC SDR 11 Pipe & fitting 40mm o/d Mtr 10 505.27

30.99 Providing and fixing in position gully traps fixed in cement concrete 1:4:8 complete with Grating 150mm x 150mm, cover and frame clear opening 300mm x 300mm and out of side size 330mm x 330mm and chamber including cost of all bricks work in cement morter 1:5 cement concrete 1:2:4 in coping around cover and frame etc. as per standard design minimum depth of water should be 150 mm with a minimum seal 50mm.

(b) 100mm internal Diametre H.C.I. gully trap with H.C.I. grating and cast iron cover weighing approximately 7.26 kg. and frame clear opening 300mm x 300mm and out of side size 330mm x 330mm Each 1 2341.34

29.5 Excavation in trenches with straight or open cutting in streets, lanes or in open area with 3D/JCB or excavator including manually dressing bed, trimming sides and side slopes for sewers and manholes to full depths as shown in drawings,including, dressing to correct sections and dewatering, provision for diversion for traffic, protection of existing services i.e. telephone cables, electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, watching, etc., fixing and maintenance of caution boards, fencing, refilling trenches, watering, ramming and restoration of surface to original level and removal of surplus spoil from the site of works, upto one chain (15m) complete in all respects.

a (i) Depth not exceeding 3 m. BGL All kinds of soil except rocky Cum 12 99

29.43 Providing, laying in trenches to correct gradient and alignment and jointing of UPVC pipes having ISI specification IS:15328-2003 class-SN-8 marked make Supreme, Finolex,Kissan, Jain, Prince or equivalent good on them and laying the same in trenches to correct alignment and gradients, cutting and jointing, testing for water tightness and making good the leakages and defects including cost of specials (Specials and Solvent should be of same make as that of pipes) complete in all respects.

(a) 110 mm o/d pipes Mtr 20 568.8

13.74 Providing and fixing 110 mm dia . U.P.V.C Rain water pipe of 2.5 kgf./sqm as per IS:4985 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-in- charge. Mtr 1 232

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

Coarse Sand Cum 0.87 590.6186

Lohand Khad 148 Km.

Stone Metal 40mm gauge Cum 1.01 700.2401000000001

From Mirthal 216 km

Crushed Bajri Cum 1.64292 700.2401000000001

From Mirthal 216 km

Difference in Rates of materials

Coarse Sand Cum 0.87 -143.79679999999985

Stone Metal 40mm gauge Cum 1.01 -227.86400000000003

Crushed Bajri Cum 1.64292 -227.86400000000003

Extra rate for OPC Bags 45 26.219683840000002

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 0.0535

Sub-Total Part - A (1) (vi): CSR Amount after adding 5.35% : (Rs)

Septic Tank with Soak Pit

S.no. Ref. Description of Work Unit Quantity Total Rate 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 15 metre complete in all respects.

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

i All classes of soil except rocky cum 7.14 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 1.9 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 1.9 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 1.9 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

10.15 Reinforced cement concrete M-20 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 4.8 5153

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 12 209

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

C / Shuttering : (Slab)

9.8 Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. sqm 39.93000000000001 532

Slab 8.25 sqm/cum

11.5 First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth Cum 3.11 5013

18.18 Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete Qtl 3.594 6497

28.7 A Providing, Stringing out, cutting, Jointing and testing of ISI Marked C.I. Pipes Class-LA per IS:1536 and laying the same in trenches to correct alignment and gradients,jointed with rubber tyton joints fitted complete including all cartage.

b 100mm dia pipe lines laid complete m 2 1356.45

28.13 Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications.

iv 110 mm o/d pipe of 10 kgf/sqcm m 6.2 429.42

28.18 Supplying, fixing and jointing PVC / H.D.P.E pipe's specials complete as desired by Engineer-in-Charge.

a For pipe lines laid inside habitation m 6.2 21.471000000000004

15.9 12.5 mm thick cement plaster 1:4 Sqm 26.12 189

29.48 A Making soak pit 2.5 m outer Diametre 3.0 metre deep 230mm thick 1:5 brick work honey comb with bricks of Ist Class and S.W. drain pipe 100 mm Diametre, 1.8 m long complete as per standard design.

With F.P.S. bricks 1 Soak Pit 1 22331

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

Coarse Sand Cum 2.06 590.6186

Lohand Khad 148 Km.

Coarse Aggregate Bajri Cum 4.08 700.2401000000001

From Mirthal 216 km

Difference in Rates of materials

Coarse Sand Cum 2.06 -143.79679999999985

Coarse Aggregate Bajri Cum 4.08 -227.86400000000003

Extra rate for OPC Bags 40 26.219683840000002

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 0.0535

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

2. Capital Works ' NON CSR based Items

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 1 1321

Capital Works Non CSR based Items (In Rs)

Capital Works (Part - A) " Civil "

CSR based amount after adding 5.35% (In Rs)

Non - CSR based amount (In Rs)

Sub-Total Part - A (1) (vii): CSR + Non CSR Amount : ( Rs)

Platform for Transformer

S.no. Ref. Description of Work Unit Quantity Total Rate Rate in words (Rs) Amount (Rs)

1. Capital Works CSR based Items

6.6 Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres Cum 3.99 182

10.6(b)(ii) Cement concrete 1:8:16 With stone aggregates 40mm gauge mixing by mechanical means using concrete mixer volumetric type Cum 2.1399999999999997 3127

11.5 First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth Cum 1.7 5013

11.6 First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level Cum 1.15 5151

10.21 Reinforced cement concrete M-25 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 superstructure. Cum 3.29 6158

18.18 Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete Qtl 2.6319999999999997 6497

10.27 Damp proof course 4cm thick of cement concrete 1:2:4 with water proofing compound as per manufactures guidelines Sqm 2.55 244

15.9 12.5 mm thick cement plaster 1:4 Sqm 9.97 189

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) Sqm 5.1 210

9.8 Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc Sqm 6.45 532

1.2 Meter High G.I.Barbed Wire fencing

24.43 (a) 1.2 meter high G.I. barbed wire fencing with 1.8 meter angle iron posts 40x40x6mm placed every 3 meters centre to centre 0.6 meter below ground level, 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. including foundation concrete 1:2:4 of size 0.30x0.30x0.75m for each post complete as per technical clause 808 of MORT&H specifications m 10.78 505.95

18.4 Wrought iron & Mild steel ladders, framed grills,gratings etc. with ends of bars riveted or molded forged framed window guards, barred iron doors stair case iron railing etc. including cost of bolts and nuts, screws, welding rod complete fixing in position Qtl 0.5026999999999999 9140

16.2 Applying priming coat with metal primer on new steel or iron work including preparation of surface. sqm 1.2 24

16.17 Painting two or more coats excluding priming coat with synthetic enamel paint f in all shades on wood work, metallic or plastered concrete surface to give an even shade . sqm 1.2 66

18.6 Structural steel work in girders or Stanchions built up of one joist / or channel section. Riveted including cutting and fixing old gusset plates bolts, Nuts, Rivets etc. complete with flange plates, head, sole plates, angle connections etc. with hoisting & erecting in position Qtl 0.6828 6366

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

Coarse Sand Cum 1.53 590.6186

Lohand Khad 148 Km.

Stone Metal 40mm gauge Cum 2.14 700.2401000000001

From Mirthal 216 km

Coarse Aggregate 20/25mm Cum 3.0518 700.2401000000001

From Mirthal 216 km

Difference in Rates of materials

Coarse Sand Cum 1.53 -143.79679999999985

Stone Metal 40mm gauge Cum 2.14 -227.86400000000003

Coarse Aggregate 20/25mm Cum 3.0518 -227.86400000000003

Structural Steel Qtl 1.1854999999999998 1306.54

Extra rate for OPC Bags 35 26.219683840000002

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 0.0535

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

2. Capital Works ' NON CSR based Items

RUIDP SOR 2023 1330 Providing and fixing Wire mesh 50mm x 50mm size of 3mm wire including cost of necessary fittings i.e. screws,u Type Beading etc. complete in all respect as per direction of Engineer-in-charge. kg 5 65

Capital Works Non CSR based Items (In Rs)

Capital Works (Part - A) " Civil "

CSR based amount after adding 5.35% (In Rs)

Non - CSR based amount (In Rs)

Sub-Total Part - A (1) (viii): CSR + Non CSR Amount : ( Rs)

Panel Room & Meter Room for Intake Pumping Station

S.no. Ref. Description of Work Unit Quantity Total Rate Rate in words (Rs) Amount (Rs)

1. Capital Works CSR based Items

6.2 Earth work excavation in ordinary soil exclusive of compensation of earth

(a) Kassi work undressed involving an average horizontal throw up to 2.0 meters and an average vertical lift up to 0.5 metre including breaking of clods. Cum 3 77

10.6(b)(ii) Cement concrete 1:8:16 With stone aggregates 40mm gauge mixing by mechanical means using concrete mixer volumetric type Cum 3 5013

14.139 Providing and laying 80 mm thick factory made cement concrete interlocking Paving blocks of M40 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-inCharge. Sqm 30 805

24.12 (ii) Water Bound Macadam Grading II (Without Screening for low volume Roads/ undesigned roads) Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness,hand packing, rolling with smooth wheeled roller 8 -10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregates, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications. Cum 22.5 1475.88

24.11 (ii) Water Bound Macadam Grading I (Without Screening for low volume Roads/ undesigned roads) Providing, laying, spreading and compacting stone aggregates of Grading I to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications Cum 22.5 1482.69

Carriage of materials :

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

Carriage of stone aggregate : (For WBM) Cum 59.85 700.2401000000001

CSR ref. Less for difference in rates of materials :

For stone metal :

Prime coat @ 0.85 kg per sqm.

24.15 Providing and applying primer coat with bitumen emulsion SS on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm complete as per technical clause 502 of MORT&H specifications. Sqm 60 32.11

Tack coat @ 0.40 Kg per sqmt.

24.16 (b) Providing and applying Tack coat with penetration grade bitumen VG -10 using bitumen pressure distributor at the rate of 0.40 kg/sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications. Sqm 60 15.18

Surface dressing :

24.24 Providing and laying surface dressing in single coat using crushed stone aggregates of specified size on a layer of bituminous binder VG-10 @ 1 kg per sqm laid on prepared surface after cleaning the road surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 510 of MORTH & H specifications. Sqm 60 58.95

Open graded pre mix surface :

24.25 (b) Providing, laying and compaction of open - graded premix surfacing of 20 mm thickness consisting of crushed stone aggregates of specified grading premixed in a Continuous type hot mix plant with bituminous binder VG-30 @ 1.46 kg per sqm, and laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT&H specifications. Sqm 60 98.53

Seal coat type B :

24.28 (d) Providing and laying of premix sand seal coat premixed in Continous type hot mix plant using specified fine aggregates and penetration grade bitumen VG-30 @ 0.68 kg/sqm laid to the specified levels ,grade and cross fall complete as per technical clause 511 of MORT& H specifications. Sqm 60 39.17

5.2 (i) Carriage of materials :

Earth,Surkhi,Sand,Earth,Fly Ash,Bajri,Ballast,Stone Boulders,Kankar and Building Rubbish, Earth.

Carriage of stone aggregate : (For Surface dressing & Open graded pre mix surface) Crushed Bajri (12.5 / 13.2 mm ) : Cum 1.6799999999999997 700.2401000000001

Carriage of stone aggregate : (For Surface dressing & Open graded pre mix surface) Crushed Bajri 11.2 mm ) : Cum 5.8500000000000005 750.07

Carriage of Coarse sand : (For seal coat type-B) Cum 0.36 590.6186

CSR Ref. Less for difference in rates of materials :

For stone metal

iii) Coarse Sand Cum 0.36 -143.79679999999985

5.2 (iii) Carriage of materials :

Tar,Bitumen and other Road Binders :

Carriage of Bitumen : Round the Trip lead is considered from Panipat Refinery.

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 0.0535

Sub-Total Part - A (1) (ix): CSR Amount after adding 5.35% : (Rs)

Intake Boundary wall

S.no. Ref. Description of Work Unit Quantity Total Rate 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 48.959999999999994 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 3.4000000000000004 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 23.493133333333333 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 19.99 6497

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam ( vertical or battering ) sqm 21.760000000000005 210

C / shuttering : ( Columns)

9.4 Centering and Shuttering for columns ( square or rectangular or poly gonal in plan) sqm 69.36 477

C / shuttering : ( Beams)

9.6 Centering and Shuttering for columns ( square or rectangular or poly gonal in plan) sqm 126.48000000000002 380

115 mm.thk.BBM :

11.36 115 mm. thick brick wall in cement sand mortar 1:4 without reinforcement in superstructure. sqm 111.6 640

CP 20 mm.thk. :

15.2 20 mm.thick cement plaster 1;4 in two coat work sqm 223.2 260

0.0 White washing ( Three coat) sqm 223.2 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 223.2 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 :

Coarse sand : Cum 20.18 -143.79679999999985

Lohand Khad 148 Km.

Extra rate for OPC Bags 258.47 26.219683840000002

Carriage of Materials :

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

Coarse sand : Cum 20.18 590.6186

Lohand Khad 148 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 0.0535

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

2. Capital Works ' NON CSR based Items

Barbed wire fencing :

(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 92 276

Capital Works Non CSR based Items (In Rs)

Capital Works (Part - A) " Civil "

CSR based amount after adding 5.35% (In Rs)

Non - CSR based amount (In Rs)

Sub-Total Part - A (1) (x): CSR + Non CSR Amount : ( Rs)

Raw Water Rising Main

S.no. Ref. Description of Work Unit Quantity Total Rate Rate in words (Rs) Amount (Rs)

1. Capital Works CSR based Items

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 969 169.03

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 3875.1023999999998 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

(b) 100 (for connecting scour valve) Mtr. 10 1504.85

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 : upto 300 mm.i/d. Kg 4.55 115.81

b D.I. specials above 300mm i/d Kg 7217.62 174.8

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)

CI Surface Boxes :

28.32 Providing, fixing and jointing Cast Iron surface boxes for sluice valve,Air valve,Fire hydrant etc.including all carriages complete. Kg 66 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 2 239.39

Masonary Sluice Valve Chamber :

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 mtr Each 2 5305.96

RA based on CSR items Construction of Thrust Block with Reinforced cement concrete M-20 Each 6 12783

Difference in Rates of materials for valve chambers :

Coarse sand : Cum 0.51 -143.79679999999985

Extra rate for OPC (Ordinary Portland Cement) Bags 5.26 26.219683840000002

Carriage of Materials :

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

Coarse sand : Cum 0.51 590.6186

Lohand Khad 148 Km.

Fine Sand : 20.0 Km. Cum 0.27 182.756

CSR Based item Construction of Thrust Block for pipeline using Reinforced Cement Concrete (RCC) M-20 grade, including supply, cutting, bending, placing and tying of Cold Twisted Deformed (CTD) / Ribbed / Tor Steel Bars of Fe-500 grade conforming to IS 1786:2008; shuttering, formwork, mixing, laying, compacting, curing, and all incidental works required for proper completion of the structure. The work shall be executed complete in all respects as per approved drawings, relevant specifications, and directions of the Engineer-in-Charge (EIC). Each 6 13677.810000000001

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 6 947.82

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 0.0535

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

2. 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)

Capital Works (Part - A) " Civil "

CSR based amount after adding 5.35% (In Rs)

Non - CSR based amount (In Rs)

Sub-Total Part - A (2) (i): CSR + Non CSR Amount : ( Rs)

Dismantling and Road Restoration (Raw Water Rising Main)

S.no. Ref. Description of Work Unit Quantity Total Rate Rate in words (Rs) Amount (Rs)

1. Capital Works CSR based Items

Dismantle of Road Work :

Flexible pavements :

24.3 (a) Dismantling of flexible pavements thickness above 50 mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials seperately as per technical clause 202 of MORT& H specifications. Cum 548.85 292

Road Restoration Work

Compacting Original Ground below embankment :

24.4 (b) Loosening,leveling and compacting original ground below embankment to facilitate placement of first layer of embankment,scarified to a depth of 150 mm,mixed with water at OMC and then compacted by rolling so as to achive minimum dry density as given in Table 300-2 for embankment construction as per technical clause 305 of MORT & H specifications. Cum 366 28

24.12 (ii) Water Bound Macadam Grading II (Without Screening for low volume Roads/ undesigned roads) Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness,hand packing, rolling with smooth wheeled roller 8 -10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregates, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications.

At Through Rate : 40% Cum 73.14 1475.88

At Labour Rate : 60% Cum 109.71 460.13

24.11 (ii) Water Bound Macadam Grading I (Without Screening for low volume Roads/ undesigned roads) Providing, laying, spreading and compacting stone aggregates of Grading I to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications

At Through Rate : 40% Cum 73.14 1482.69

At Labour Rate : 60% Cum 109.71 460.13

Carriage of materials :

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

Carriage of stone aggregate : (For WBM)

From Mirthal 216 km Cum 194.5524 750.07

CSR ref. Less for difference in rates of materials :

For stone metal :

Prime coat @ 0.85 kg per sqm.

24.15 Providing and applying primer coat with bitumen emulsion SS on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm complete as per technical clause 502 of MORT&H specifications. Sqm 5850 32.11

Tack coat @ 0.40 Kg per sqmt.

24.16 (b) Providing and applying Tack coat with penetration grade bitumen VG -10 using bitumen pressure distributor at the rate of 0.40 kg/sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications. Sqm 5850 15.18

Surface dressing :

24.24 Providing and laying surface dressing in single coat using crushed stone aggregates of specified size on a layer of bituminous binder VG-10 @ 1 kg per sqm laid on prepared surface after cleaning the road surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 510 of MORTH & H specifications. Sqm 2730 58.95

Open graded pre mix surface :

24.25 (b) Providing, laying and compaction of open - graded premix surfacing of 20 mm thickness consisting of crushed stone aggregates of specified grading premixed in a Continuous type hot mix plant with bituminous binder VG-30 @ 1.46 kg per sqm, and laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT&H specifications. Sqm 5850 98.53

Seal coat type B :

24.28 (d) Providing and laying of premix sand seal coat premixed in Continous type hot mix plant using specified fine aggregates and penetration grade bitumen VG-30 @ 0.68 kg/sqm laid to the specified levels ,grade and cross fall complete as per technical clause 511 of MORT& H specifications. Sqm 5850 39.17

Carriage of materials :

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

Carriage of stone aggregate : (For Surface dressing & Open graded pre mix surface) Crushed Bajri (12.5 / 13.2 mm ) :

Carriage of stone aggregate : (For Surface dressing & Open graded pre mix surface) Crushed Bajri (10.0 / 11.2 mm ) :

From Haryaal 247 km Cum 71.6664 750.07

Carriage of Coarse sand : (For seal coat type-B)

From Lohand Khad 148 km Cum 35.1 590.6186

CSR Ref. Less for difference in rates of materials :

For stone metal

iii) Coarse Sand Cum 35.1 -143.79679999999985

Carriage of materials :

5.2 (iii) Tar,Bitumen and other Road Binders :

Carriage of Bitumen : Round the Trip lead is considered from Panipat Refinery.

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 0.0535

Sub-Total Part - A (2) (ii): CSR Amount after adding 5.35% : (Rs)

RCC Valve Chamber - 1 at Raw water inlet Channel

S.no. Ref. Description of Work Unit Quantity Total Rate 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 8.623999999999999 83

10.13 Cement concrete 1:2:4

a With stone ballast or shingle

ii mixing by mechanical means using concrete mixer volumetric type. cum 0.7839999999999999 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 4.33886584447254 5698

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or Battering.) sqm 2.0799999999999996 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 21.599999999999998 405

C / shuttering :

9.8 Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. sqm 4.69862833058846 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 3.416692675578033 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 standard 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 8 209

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

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.

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 : upto 300 mm.i/d. Kg 250 115.81

Diff.in Rates of Materials :

Extra rate for OPC (Ordinary Portland Cement) Bags 39 26.219683840000002

Carriage of Materials :

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

Lohand Khad 148 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 0.0535

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

2. Capital Works ' NON CSR based Items

RUIDP-2023 19.30 Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) short body pattern type double eccentric Butterfly valves of approved make of following class & dia complete confirming to BS EN 593/ BS 5155/ IS 13095/1991 amended up to date and of following specifications: Body, disc and end cover of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Face to face dimensions as per DIN 3202 F4/ IS 13095 Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (NonToxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on both body and disc inside and outside. Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/316 & shaft bearingsbronze/ PTET or Teflon with EPDM/NBR "O "ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insertion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work

19.30.2 Class PN 1.6 Manually Operated With Gear

Capital Works Non CSR based Items (In Rs)

Capital Works (Part - A) " Civil "

CSR based amount after adding 5.35% (In Rs)

Non - CSR based amount (In Rs)

Sub-Total Part - A (3) (i): CSR + Non CSR Amount : ( Rs)

RCC Valve Chamber - 2 at Raw water inlet Channel

S.no. Ref. Description of Work Unit Quantity Total Rate 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 9.239999999999998 83

10.13 Cement concrete 1:2:4

a With stone ballast or shingle

ii mixing by mechanical means using concrete mixer volumetric type. cum 0.8399999999999999 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 4.63006584447254 5698

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or Battering.) sqm 2.1599999999999997 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 22.68 405

C / shuttering :

9.8 Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. sqm 5.13862833058846 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 3.6396526755780325 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 8 209

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

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.

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 : upto 300 mm.i/d. Kg 250 115.81

Qty.: 3.50% of DI Pipe Cost/ 115.81

Diff.in Rates of Materials :

Extra rate for OPC (Ordinary Portland Cement) Bags 41 26.219683840000002

Carriage of Materials :

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

Lohand Khad 148 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 0.0535

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

2. Capital Works ' NON CSR based Items

RUIDP-2023 19.30 Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) short body pattern type double eccentric Butterfly valves of approved make of following class & dia complete confirming to BS EN 593/ BS 5155/ IS 13095/1991 amended up to date and of following specifications: Body, disc and end cover of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Face to face dimensions as per DIN 3202 F4/ IS 13095 Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (NonToxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on both body and disc inside and outside. Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/316 & shaft bearingsbronze/ PTET or Teflon with EPDM/NBR "O "ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insertion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work

19.30.2 Class PN 1.6 Manually Operated With Gear

Capital Works Non CSR based Items (In Rs)

Capital Works (Part - A) " Civil "

CSR based amount after adding 5.35% (In Rs)

Non - CSR based amount (In Rs)

Sub-Total Part - A (3) (ii): CSR + Non CSR Amount : ( Rs)

Raw Water Channel (SS Tank)

S.no. Ref. Description of Work Unit Quantity Total Rate 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 126.35700000000001 83

10.13 Cement concrete 1:2:4

a With stone ballast or shingle

ii mixing by mechanical means using concrete mixer volumetric type cum 11.487000000000002 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 82.68780000000001 5698

Shuttering : ( Raft foundation)

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering.) sqm 32.74 210

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 531.63 405

C /shuttering : (slab)

0.0 Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. sqm 17.639999999999997 532

Pre Cast Slab Cover :

AOR Providing & Laying of Pre Cast Slab Cover of R.c.c M-30 complete in all respect and as per direction of Engineer in- Charge sqm 10.959999999999999 2673

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 66.23474000000002 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 10 209

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 3.4 908

Extra rate for OPC Cement Bags 711 26.219683840000002

Carriage of materials :

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

Coarse sand : Cum 40.724904 590.6186

Lohand Khad 148 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 0.0535

Sub-Total Part - A (4) (i): CSR Amount after adding 5.35% : (Rs)

Raw Water Channel (SS Tank)

S.no. Ref. Description of Work Unit Quantity Total Rate 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 8418.75375 83 698756.56125

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 22091.174875000004 34 751099.9457500002

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 22091.174875000004 19.48 430336.08656500006

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 865.2914999999998 4670 4040911.3049999992

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 3152.6005658260874 5698 17963518.024077047

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.

10.5 Extra for using admixture in designed mix concrete. kg 20750.6893671 60 1245041

Shuttering : ( Raft foundation - S & S tank)

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering.) sqm 114.64 210 24074.4

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 3309.5999999999995 405 1340387.9999999998

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. sqm 41

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 3070.469723217391 6497 19948841.79174339

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 168 209 35112

RAMP CONSTRUCTION :

C / Shuttering : (Columns - Ramp)

9.4 Centering and shuttering for columns ( Square or rectangular or poly gonal in plan) sqm 176.48 477 84180.95999999999

C / Shuttering : (Beam)

9.6 Centering and shuttering for sides and soffits of beam,beams,launching girders,bressumers,lintels. sqm 78.14320000000004 380 29694.416000000012

C / Shuttering : (Slab - Ramp)

9.8 Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. sqm 444.96000000000004 532 236718.72000000003

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 51891.84

Difference in Rates of materials :

Carriage of Materials :

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

Lohand Khad 148 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 0.0535

Sub-Total Part - A (4) (ii): CSR Amount after adding 5.35% : (Rs)

Supporting RCC Column 300mm dia for Solar Panel

S.no. Ref. Description of Work Unit Quantity Total Rate Rate in words (Rs) Amount (Rs)

1. Capital Works CSR based Items

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 135.71680263507903 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 45

C / Shuttering : (Columns)

9.5 Centering and shuttering for columns ( Circular or curved in plain) sqm 1085.7344210806323 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.

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 215.45042418318795 6497

Diff.rates of materials :

Lohand Khad 148 Km.

Extra rate for OPC (Ordinary Portland Cement) Bags 1658.9682662105472 26.219683840000002

Carriage of materials :

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

Lohand Khad 148 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 0.0535

Sub-Total Part - A (4) (iii): CSR Amount after adding 5.35% : (Rs)

Water Treatment Plant 14.0 MLD Capacity (22 Hrs @ 636.25 KLH)

S.no. Ref. Description of Work Unit Quantity Total Rate Rate in words (Rs) Amount (Rs)

Water Treatment Plant 14.0 MLD Capacity

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 14 MLD capacity (22 Hrs @ 636.25 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 14 4640000

Sub-Total Part - A (5) : NON CSR Amount : (Rs)

CWR- Mixing Chamber

S.no. Ref. Description of Work Unit Quantity Total Rate Rate in words (Rs) Amount (Rs)

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 26.64 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 39.071999999999996 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 39.071999999999996 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 1.6920000000000002 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 17.93057522203923 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 4.9799999999999995 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 91.19999999999999 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 : ( slab)

9.8 Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. sqm 9 532

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 23.985534162762104 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

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 152.512 80

Cement Primer :

16.31 Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surface. sqm 152.512 21

Difference in rates of materials :

Carriage of materials :

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

Lohand Khad 148 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 0.0535

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

2. Capital Works ' NON CSR based Items

Providing and Applying Food grade Epoxy based water proof coat :

Telengana CSR 2023 - 24 Buildings ( Part -III ) Sl.no.886 / TBSC - Q -VII -12 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 114.384 332

Capital Works Non CSR based Items (In Rs)

Capital Works (Part - A) " Civil "

CSR based amount after adding 5.35% (In Rs)

Non - CSR based amount (In Rs)

Sub-Total Part - A (6) (i): CSR + Non CSR Amount : ( Rs)

Inlet Valve Chamber to CWR

S.no. Ref. Description of Work Unit Quantity Total Rate 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 19.529999999999998 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 27.341999999999995 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 27.341999999999995 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 1.23 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 10.47661240991471 5698

10.5 Extra for using admixture in designed mix concrete Kg 0.399 60

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering.) sqm 2.5199999999999996 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 89.1 405

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 6.285967445948826 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 28 209

Pre Cast Slab Cover :

(Rate Analysis Attached) Providing & Laying of Pre Cast Slab for Chamber complete in all respect and as per direction of Engineer in- Charge. Sqm 6.2 2673

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 :

Cement Bags 89 26.219683840000002

Carriage of materials :

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

Lohand Khad 148 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 0.0535

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

2. Capital Works ' NON CSR based Items

RUIDP-2023 19.30 Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) short body pattern type double eccentric Butterfly valves of approved make of following class & dia complete confirming to BS EN 593/ BS 5155/ IS 13095/1991 amended up to date and of following specifications: Body, disc and end cover of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Face to face dimensions as per DIN 3202 F4/ IS 13095 Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (NonToxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on both body and disc inside and outside. Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/316 & shaft bearingsbronze/ PTET or Teflon with EPDM/NBR "O "ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insertion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work

19.30.2 Class PN 1.6 Manually Operated With Gear

Capital Works Non CSR based Items (In Rs)

Capital Works (Part - A) " Civil "

CSR based amount after adding 5.35% (In Rs)

Non - CSR based amount (In Rs)

Sub-Total Part - A (6) (ii): CSR + Non CSR Amount : ( Rs)

Inlet Valve Chamber to CWR

S.no. Ref. Description of Work Unit Quantity Total Rate 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 179.3390625 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 161.40515624999998 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 161.40515624999998 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 11.371937500000001 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 138.18703125000002 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 82.66781250000001 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 978.29 405

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 > 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. sqm 41

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 182.28305625000002 6497

Pre Cast Slab Cover over Chamber :

AOR Providing & Laying of Pre Cast Slab Cover of R.c.c M-30 complete in all respect and as per direction of Engineer in- Charge Sqm 33.599999999999994 2673

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 444.0485 80

Cement Primer :

16.31 Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surface. sqm 444.0485 21

Diff.rates of materials :

Bricks : 1000 no 0 0

Carriage of materials :

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

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 0.0535

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

2. Capital Works ' NON CSR based Items

Providing and Applying Food grade Epoxy based water proof coat :

Telengana CSR 2023 - 24 Buildings ( Part -III ) Sl.no.886 / TBSC - Q -VII -12 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 333.036375 332

Capital Works Non CSR based Items (In Rs)

Capital Works (Part - A) " Civil "

CSR based amount after adding 5.35% (In Rs)

Non - CSR based amount (In Rs)

Sub-Total Part - A (6) (iii): CSR + Non CSR Amount : ( Rs)

Inlet Valve Chamber to CWR

S.no. Ref. Description of Work Unit Quantity Total Rate 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 1538.0625 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)

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 2358.3700000000003 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 2358.3700000000003 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 150.96675 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 616.6172333269822 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.

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 beading :

18.26 Extra for providing & fixing Steel beading of approved shape steel tube beading size 12mm X 12mm, 18 gauge of approved shape and section with screw for fixing of glass panes instead of glazing clips and metal slash putty in steel doors , windows & Ventilators complete in all respect m 12.879999999999999 67.2

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 77.6408 213

White washing :

16.3 White washing (Three coat) sqm 77.6408 15

16.7 Distempering with dry distemper of approved manufacture two or more coats over one priming coat to give an even shade. sqm 77.6408 63

Outside surface :Outside Plaster Qty.is taken

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 40 908

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 668.2508048990178 6497

9.2 Centering and shuttering for faces of walls,partitions,retaining walls and the like (vertical or battering) including attached pilasters,buttertsses etc. sqm 1275.435 405

9.8 Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. sqm 868.95 532

9.6 Centering and shuttering for sides and soffits of beam,beams,launching girders,bressumers,lintels. sqm 29.069999999999993 380

Mirthal 216 Km.

Lohand Khad 148 Km.

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

Mirthal 216 Km.

Coarse sand : Cum 402.457281383222 590.6186

Lohand Khad 148 Km.

Fine Sand : 20.0 Km. Cum 1.0869712 182.756

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 0.0535

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

2. Capital Works ' NON CSR based Items

Providing and fixing PVC Water Stops :

RUIDP SOR 2017/Chapter No.38/Water Proofing/Sr.no.38.4/38.4.1 Providing and Placing in position suitable PVC water stops conforming to IS : 12200 for construction/expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete. Meter 438.29999999999995 362.5

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

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 24 1321

Providing and Applying Food grade Epoxy based water proof coat :

Telengana CSR 2023 - 24 Buildings ( Part -III ) Sl.no.886 / TBSC - Q -VII -12 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 827.4937500000001 332

Capital Works Non CSR based Items (In Rs)

Capital Works (Part - A) " Civil "

CSR based amount after adding 5.35% (In Rs)

Non - CSR based amount (In Rs)

Sub-Total Part - A (7) (i): CSR + Non CSR Amount : ( Rs)

Inlet Valve Chamber to CWR

S.no. Ref. Description of Work Unit Quantity Total Rate 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 293.97749999999996 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 963.1754999999996 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 963.1754999999996 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 20.7915 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 182.02859999999995 5698

10.16 Reinforced cement concrete M-25 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 41.891175000000004 5408

10.5 Extra for using admixture in designed mix concrete. kg 1083.07 60

18.18 Cold twisted deformed (Ribbed / Tor steel) 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 209.84361749999997 6497

9.2 Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering) including attached pilasters,buttertsses etc. sqm 1121.604 405

9.8 Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. sqm 189.60000000000002 532

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 162 209

Pre Cast Slab Cover :

(Rate Analysis Attached) Providing & Laying of Pre Cast Slab for Chamber complete in all respect and as per direction of Engineer in- Charge. Sqm 12.11 2673

Pump Chamber above GL

10.22 Reinforced cement concrete M-25 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 superstructure cum 9.239799999999999 6158

11.5 First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. cum 4.621275 5013

Brickwork in CM.1:5 in first storey. : Panel Room Brickwall portion :

11.4 (i) First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level. cum 45.928118688000005 5071

0.0 12.5 mm thick cement plaster 1:4 Sqm 465.4046593440001 260

White washing :

0.0 White washing (three coat) sqm 465.4046593440001 22.5

Distempering (OBD) : Inside Painting :

16.11 Distempering with Acrylic washable oil bound distemper (of approved manufacture) two coats over one priming coat to give an even shade. sqm 232.70232967200005 33

Exterior paint :

16.14 Finishing walls with cement based water soluble exterior paint such as snowcem,robbiacem etc.on old work two coat to give an even shade. sqm 232.70232967200005 39

Cement Concrete 1:2:4 gola :

13.55 Cement concrete 1:2:4 gola 10 cm.*10 cm. concave quadrant along junction of roofs with parapet wall finished smooth,where specially specified. m 40.2 65

13.45 Top khurra 0.6 m.*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. each 4 95

Rain water pipes :

13.74 Providing and fixing 110 mm. dia. SWR U.P.V.C. Rain water pipe ( ring fitted type-A) sa per IS : 13592 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-in-charge.( If fixed on wall face clamp to be paid seperately as per respective items). 15 232

Rain Water Pipe bend :

13.75 (a) Providing and fixing 110 mm. dia. SWR U.P.V.C.bend for Rain water pipe for Rain water pipe as per IS : 14735 including jointing complete as per specifications and to the entire satisfaction of Engineer-in-charge. each 4 135

Rain Water Pipe coupling/socket :

13.76 (a) Providing and fixing 110 mm. dia. SWR U.P.V.C. Coupling/Socket for Rain water pipe as per IS : 14735 including jointing complete as per specifications and to the entire satisfaction of Engineer-in-charge. each 4 84

40 mm.Thick Grey Polished Floor :

14.4 50 mm thick ironite ( Metallic Floor Hardner to be mixed with Granolithic topping for heavy duty floors) floor consisiting of 40mm thick cement concrete 1:2:4 base and top layer 10mm 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 6mm gauge by volume finished smooth with hard rubbing sqm 96.8 472

17.45 (a) Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate z sections and other sections conforming to Is: 733 and IS : 1285 of Jindal, Hindalco, Mahavir or equivalent make approved by Engineer in Charge , fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC Plug/neoprene felt etc. aluminum sections shall be smooth, rust free, straight, mitered and jointed mechanically wherever required including cleat angle, aluminum snap beading for glazing/paneling, C.P.brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer-In Charge. (Glazing and paneling to be paid for separately) : For fixed portion and chawkhats

14 guage section (1.75"x4") weight 1.77 kg per Mtr. kg 81.42 352

17.45 (b) Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate z sections and other sections conforming to Is: 733 and IS : 1285 of Jindal, Hindalco, Mahavir or equivalent make approved by Engineer in Charge , fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC Plug/neoprene felt etc. aluminum sections shall be smooth, rust free, straight, mitered and jointed mechanically wherever required including cleat angle, aluminum snap beading for glazing/paneling, C.P.brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer-In Charge. (Glazing and paneling to be paid for separately) : For shutters of doors, windows & ventilators including providing and fixing hinges/pivots and labour for fixing of fittings wherever required including the cost of PVC Plug / neoprene gasket required

14 guage section (1.75"x4") weight 1.22 kg per Mtr. kg 56.12 368

17.47 Providingand fixingglazing inaluminum door, window, ventilator shutters and partitions etc. withPVCPlug/ neoprene gasket etc. complete as per the architectural drawingsand thedirections ofengineer-in-charge. (Cost of aluminum snap beading shall be paid in basic item)

(i) Float glass panes of 5 mm thickness Sqm 6.48 1035

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 216.89 2797

Diff. rates of materials :

Carriage of Materials :

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

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 0.0535

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

2. Capital Works ' NON CSR based Items

RUIDP- ISOR 2023 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 300mm dia each 2 17400

Providing and Applying Food grade Epoxy based water proof coat :

Telengana CSR 2023 - 24 Buildings ( Part -III ) Sl.no.886 / TBSC - Q -VII -12 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 794.01 332

Capital Works Non CSR based Items (In Rs)

Capital Works (Part - A) " Civil "

CSR based amount after adding 5.35% (In Rs)

Non - CSR based amount (In Rs)

Sub-Total Part - A (7) (ii): CSR + Non CSR Amount : ( Rs)

Constrcution of Panel Room cum Operator Room

S.no. Ref. Description of Work Unit Quantity Total Rate 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 33.06472 34

10.13 Cement concrete 1:4:8

a With stone ballast or shingle

ii mixing by mechanical means using concrete mixer volumetric type cum 12.855705000000002 4670

10.27 Damp proof course 4cm thick of cement concrete 1:2:4 with water proofing compound as per manufactures guidelines. SqM 10.092400000000001 244

11.5 First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. cum 15.939632500000002 5013

11.4 (i) First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level. cum 38.672200000000004 5071

0.0 12.5 mm thick cement plaster 1:4 SqM 351.04 189

10.16 Reinforced cement concrete M-25 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 20.366702 5408

40 mm.Thick Grey Polished Floor :

14.4 50 mm thick ironite ( Metallic Floor Hardner to be mixed with Granolithic topping for heavy duty floors) floor consisiting of 40mm thick cement concrete 1:2:4 base and top layer 10mm 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 6mm gauge by volume finished smooth with hard rubbing sqm 83.95000000000002 472

14.1 Conglomerate floor 50mm thick cement concrete 1:2:4 on 100mm thick cement concrete 1:8:16 and 100mm sand filling using mechanical mixer for mixing of material SqM 14.195 749

Floating Coat :

14.4 Floating coat of 1.5 mm thick neat cement laid in one operation to the topping. SqM 14.195 29

13.13 (i) Terracing consisting of tiles 22.86 x 11.43 x 3.83 cm. laid over 25 mm. mud plaster 7.5 cm. mud filling on another layer of 25 mm. mud plaster including two coats of bitumen laid hot at 1.65 kg./sqm. Top of RCC slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing etc. SqM 83.95000000000002 706

13.55 Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified. m 43.580000000000005 65

Rain water pipe :

13.74 Providing and fixing 110 mm. dia. U.P.V.C Rain water pipe of 2.5 kgf / sqm as per IS : 4985 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-in-charge.(If fixed on wall face clamp to be paid separatly as per respective item) m 12 232

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. no. 2 95

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

B UPVC Pipe 10 Kgf/cm2

13.75 Providing and fixing 110 mm. dia. U.P.V.C bend for Rain water pipe as per IS : 14735 including jointing complete as per specifications and to the entire satisfaction of Engineer-in-charge.

(a) UPVC 110 mm bend each 2 135

Upvc Coupling/socket :

13.76 Providing and fixing 110 mm. dia. U.P.V.C Coupling / Socket for Rain water pipe as per IS : 14735 including jointing complete as per specifications and to the entire satisfaction of Engineer-in-charge.

(a) UPVC 110 mm bend each 2 84

17.45 (a) Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate z sections and other sections conforming to Is: 733 and IS : 1285 of Jindal, Hindalco, Mahavir or equivalent make approved by Engineer in Charge , fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC Plug/neoprene felt etc. aluminum sections shall be smooth, rust free, straight, mitered and jointed mechanically wherever required including cleat angle, aluminum snap beading for glazing/paneling, C.P.brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer-In Charge. (Glazing and paneling to be paid for separately) : For fixed portion and chawkhats

14 guage section (1.75"x4") weight 1.77 kg per Mtr. kg 54.693 352

17.45 (b) Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate z sections and other sections conforming to Is: 733 and IS : 1285 of Jindal, Hindalco, Mahavir or equivalent make approved by Engineer in Charge , fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC Plug/neoprene felt etc. aluminum sections shall be smooth, rust free, straight, mitered and jointed mechanically wherever required including cleat angle, aluminum snap beading for glazing/paneling, C.P.brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer-In Charge. (Glazing and paneling to be paid for separately) : For shutters of doors, windows & ventilators including providing and fixing hinges/pivots and labour for fixing of fittings wherever required including the cost of PVC Plug / neoprene gasket required

14 guage section (1.75"x4") weight 1.22 kg per Mtr. kg 37.7 368

17.47 Providingand fixingglazing inaluminum door, window, ventilator shutters and partitions etc. withPVCPlug/ neoprene gasket etc. complete as per the architectural drawingsand thedirections ofengineer-in-charge. (Cost of aluminum snap beading shall be paid in basic item)

(i) Float glass panes of 5 mm thickness Sqm 3.24 1035

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 7.5 2797

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 16.2933616 6497

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam ( vertical or battering ) sqm 20.184800000000003 210

9.8 Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc sqm 104.1586 532

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 351.04 75

Diff.in Rates of materials :

Coarse sand : Cum 22.41 -143.79679999999985

Extra rate for OPC Bags 276.93 26.219683840000002

Carriage of Materials :

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

Coarse sand : Cum 22.41 590.6186

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 0.0535

Sub-Total Part - A (7) (iii): CSR Amount after adding 5.35% : (Rs)

Clear Water Rising Main Pipeline

S.no. Ref. Description of Work Unit Quantity Total Rate Rate in words (Rs) Amount (Rs)

1. Capital Works CSR based Items

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 1948 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 7790.94656 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.

(b) 100 (Scouring purpose) Mtr. 40 1504.85

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 18.19 115.81

b DI Specials : Above 300 mm.i/d. Kg 7158.47 174.8

Qty.: 3.50 % of DI Pipe Cost

28.27 B 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 :

Fire Hydrants :

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.)

(j) 250 mm.i/d.pipe lines. Each 5 106.59

(f) 300 mm.i/d.pipe lines. Each 1 118.43

(h) 400 mm.i/d.pipe lines. Each 3 142.12

(j) 500 mm.i/d.pipe lines. Each 1 165.8

CI Surface Boxes :

28.32 Providing ,fixing and jointing Cast Iron surface boxes for sluice valve,Air valve,Fire hydrant etc.including all carriages complete. Kg 297 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 9 239.39

Masonary Sluice Valve Chamber :

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 mtr Each 8 5305.96

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

b Size 0.9 x 0.9 mtr Each 9 7828.67

SV :above 150 mm.dia.

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)

Difference in Rates of materials for valve chambers :

From Mirthal 216 km

From Lohand Khad 148 km

Extra rate for OPC Cement Bags 80.43 26.219683840000002

Carriage of Materials :

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

From Mirthal 216 km

From Lohand Khad 148 km

Fine sand : From 60 km. Cum 2.93 182.756

CSR based item Construction of RCC Thrust Blocks Each 7 10214.29 71500

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 11 947.82

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 0.0535

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

2. Capital Works ' NON CSR based Items

RUIDP-2023 19.30 Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) short body pattern type double eccentric Butterfly valves of approved make of following class & dia complete confirming to BS EN 593/ BS 5155/ IS 13095/1991 amended up to date and of following specifications: Body, disc and end cover of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Face to face dimensions as per DIN 3202 F4/ IS 13095 Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (NonToxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on both body and disc inside and outside. Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/316 & shaft bearingsbronze/ PTET or Teflon with EPDM/NBR "O "ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insertion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work

19.30.2 Class PN 1.6 Manually Operated With Gear

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.

6.6.2 Class PN 1.6

Capital Works Non CSR based Items (In Rs)

Capital Works (Part - A) " Civil "

CSR based amount after adding 5.35% (In Rs)

Non - CSR based amount (In Rs)

Sub-Total Part - A (8) : CSR + Non CSR Amount : ( Rs)

Road Works for Pipeline

S.no. Ref. Description of Work Unit Quantity Total Rate Rate in words (Rs) Amount (Rs)

1. Capital Works CSR based Items

A Dismantling of Road Work

Flexible pavements :

24.3 (a) Dismantling of flexible pavements thickness above 50 mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials seperately as per technical clause 202 of MORT& H specifications. Cum 641.6800000000001 292

B Road Restoration Work

Compacting Original Ground below embankment :

24.4 (b) Loosening,leveling and compacting original ground below embankment to facilitate placement of first layer of embankment,scarified to a depth of 150 mm,mixed with water at OMC and then compacted by rolling so as to achive minimum dry density as given in Table 300-2 for embankment construction as per technical clause 305 of MORT & H specifications. Cum 428 28

24.12 (ii) Water Bound Macadam Grading II (Without Screening for low volume Roads/ undesigned roads) Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness,hand packing, rolling with smooth wheeled roller 8 -10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregates, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications.

At Through Rate : 40% Cum 85.47 1475.88

At Labour Rate : 60% Cum 128.20499999999998 460.13

24.11 (ii) Water Bound Macadam Grading I (Without Screening for low volume Roads/ undesigned roads) Providing, laying, spreading and compacting stone aggregates of Grading I to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications

At Through Rate : 40% Cum 85.47 1482.69

At Labour Rate : 60% Cum 128.20499999999998 460.13

Carriage of materials :

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

Carriage of stone aggregate : (For WBM)

From Mirthal 216 km Cum 227.3502 750.07

CSR ref. Less for difference in rates of materials :

For stone metal :

Prime coat @ 0.85 kg per sqm.

24.15 Providing and applying primer coat with bitumen emulsion SS on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm complete as per technical clause 502 of MORT&H specifications. Sqm 16710 32.11

Tack coat @ 0.40 Kg per sqmt.

24.16 (b) Providing and applying Tack coat with penetration grade bitumen VG -10 using bitumen pressure distributor at the rate of 0.40 kg/sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications. Sqm 16710 15.18

Surface dressing :

24.24 Providing and laying surface dressing in single coat using crushed stone aggregates of specified size on a layer of bituminous binder VG-10 @ 1 kg per sqm laid on prepared surface after cleaning the road surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 510 of MORTH & H specifications. Sqm 7376 58.95

Open graded pre mix surface :

24.25 (b) Providing, laying and compaction of open - graded premix surfacing of 20 mm thickness consisting of crushed stone aggregates of specified grading premixed in a Continuous type hot mix plant with bituminous binder VG-30 @ 1.46 kg per sqm, and laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT&H specifications. Sqm 16710 98.53

Seal coat type B :

24.28 (d) Providing and laying of premix sand seal coat premixed in Continous type hot mix plant using specified fine aggregates and penetration grade bitumen VG-30 @ 0.68 kg/sqm laid to the specified levels ,grade and cross fall complete as per technical clause 511 of MORT& H specifications. Sqm 16710 39.17

Carriage of materials :

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

Carriage of stone aggregate : (For Surface dressing & Open graded pre mix surface) Crushed Bajri (12.5 / 13.2 mm ) :

Carriage of stone aggregate : (For Surface dressing & Open graded pre mix surface) Crushed Bajri (10.0 / 11.2 mm ) :

From Haryaal 247 km Cum 172.61219999999997 750.07

Carriage of Coarse sand : (For seal coat type-B)

From Lohand Khad 148 km Cum 100.26 590.6186

CSR Ref. Less for difference in rates of materials :

For stone metal

iii) Coarse Sand Cum 100.26 -143.79679999999985

Carriage of materials :

5.2 (iii) Tar,Bitumen and other Road Binders : 0.85

Carriage of Bitumen : Round the Trip lead is considered from Panipat Refinery. Sqm

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 0.0535

Sub-Total Part - A (9) : CSR Amount after adding 5.35% : (Rs)

Trenchless Crossing of Nalla / Drain

S.no. Ref. Description of Work Unit Quantity Total Rate Rate in words (Rs) Amount (Rs)

Capital Works NON CSR based Items

NS/CSR Based item Providing & Fixing/Lowering, Testing & Commissioning of spirally welded / ERW /SAW / fabricated M.S.Casing Pipes of dia. 700 mm i/d of thickness 10.0 mm for laying DI K-7 of dia. 500 mm i/d. with specials (Commercial Quality) below Railway/National Highway/State Highway/B&R/Drain/Nalla, etc. with Trenchless Crossing Method as per NR/NH/SH/WRD/Respective deparment standards and specifications including excavation & filling of Pit, Dewatering arrangement, Supporting system for soil, as required and jointing the same inside the trench / over ground by means of electric arc welding using standard electrodes as per I.S. specification including gas cutting to required size with automatic welding machine and pipes as per IS : 3589 and IS : 5504 as applicable specifications, complete as per direction of the Engineer-in-charge. (No negative tolerance in thickness is permissible). MS casing pipe shall be externally coated with 3-Layer Polyethylene (3LPE) coating of minimum 3.0 mm thickness suitable for trenchless crossing, conforming to relevant Indian/International standards. Also, providing cement concrete 1:2:4 inside MS Casing for cushioning of carrier pipe, with stone ballast or shingle, mixing by Mechanical means using concrete mixer volumetric type all required materials & labours, Tools & Plants, equipments, etc. with required all necessary accessories to complete the work in all respect as per Guidelines & specification of NH department and as per specification given in the bid documents including for proper completion of work as per instruction of Engineer-in-charge. Mtrs. 16 50775.49

Sub-Total Part - A (10): NON CSR Amount (in Rs.)

Pipeline works at WTP Premises

S.no. Ref. Description of Work Unit Quantity Total Rate 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 292.05120000000005 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 292.05120000000005 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 45.479421897936284 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

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

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.

14 Diff.rates of materials :

Coarse sand : Cum 0.77 -143.79679999999985

Extra rate for OPC Cement bags 7.9 26.219683840000002

15 Carriage of materials :

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

Coarse sand : Cum 0.77 590.6186

Fine sand Cum 0.41 182.756

16 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 0.0535

Sub-Total Part - A (11): CSR Amount after adding 5.35% : (Rs)

Boundary wall at WTP

S.no. Ref. Description of Work Unit Quantity Total Rate 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 332.64 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 23.1 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 159.425 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 135.65 6497

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam ( vertical or battering ) sqm 147.84 210

C / shuttering : ( Columns)

9.4 Centering and Shuttering for columns ( square or rectangular or poly gonal in plan) sqm 471.23999999999995 477

C / shuttering : ( Beams)

9.6 Centering and Shuttering for columns ( square or rectangular or poly gonal in plan) sqm 856.8 380

115 mm.thk.BBM :

11.36 115 mm. thick brick wall in cement sand mortar 1:4 without reinforcement in superstructure. sqm 756 640

CP 20 mm.thk. :

15.2 20 mm.thick cement plaster 1;4 in two coat work sqm 1512 260

0.0 White washing ( Three coat) sqm 1512 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 1512 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 :

Extra rate for OPC (Ordinary Portland Cement) Bags 1753.45 26.219683840000002

Carriage of Materials :

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

Coarse sand : Cum 136.86 590.6186

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 0.0535

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

2. Capital Works ' NON CSR based Items

Barbed wire fencing :

1.2 Meter High G.I.Barbed Wire fencing

(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 630 276

Capital Works Non CSR based Items (In Rs)

Capital Works (Part - A) " Civil "

CSR based amount after adding 5.35% (In Rs)

Non - CSR based amount (In Rs)

Sub-Total Part - A (12) (i) : CSR + Non CSR Amount : ( Rs)

Summary of Mechanical Work for WTP at Dhuri , District- Sangrur

S. No. Description Amount (Rs)

1 Intake Pumping Station

2 Raw Water Pumping Station including Floating Arms

3 S&S Tank - Dewatering Pumps

4 Clear Water Pumping Station

5 Gate for outlet of CWR

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:

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 282 Cum/hr and head 22 mtr Each 3 708723.2

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 up to 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 300mm dia DI K-9 grade flanged pipe conforming to I.S. 8329 Mtr 18 8120 Eight Thousand One Hundred Twenty Rupees and No Paise

3 500mm dia DI K-9 grade flanged pipe conforming to I.S. 8329 Mtr 30 19150 Nineteen Thousand One Hundred Fifty Rupees and No Paise

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.

4 500 mm dia Each 2 25100 Twenty Five Thousand One Hundred Rupees and No Paise

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 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

SS Manual Coarse Bar Screen ( 1.4 X 5.0 ) 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 degrees 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 285554.1 Two Lacs Eighty Five Thousand Five Hundred Fifty Four Rupees and Ten Paise

Motorized Sluice Valve :

RUIDP SOR 2023,19.29 Providing, lowering, laying, aligning, fixing in position in pipeline, 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 pipeline as per Technical Specification & as per direction of Engineer.

Electrically Operated & SCADA Compatible class PN 1.6

7 500 mm dia Each 1 401700 Four Lacs One Thousand Seven Hundred Rupees and No Paise

Motorized Butterfly Valve :

RUIDP SOR 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

8 300 mm dia Each 3 145900 One Lacs Forty Five Thousand Nine Hundred Rupees and No Paise

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.

9 300 mm dia PN 16 Each 3 16918.4 Sixteen Thousand Nine Hundred Eighteen Rupees and Forty Paise

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.

10 500 mm dia Each 2 39800 Thirty Nine Thousand Eight Hundred Rupees and No Paise

TELANGANA SoR 2023-24 Manufacture, Supply and delivery of zero velocity valve/ PSLV with MS Fabricated Body with Plain ends. as per AWWA, Exfactory excluding transportation etc. Complete.

11 25. sl no -2 500mm (20 kgs/cm2) Nos 1 173259 One Lacs Seventy Three Thousand Two Hundred Fifty Nine Rupees and No Paise

Non- CSR ITEMS AMOUNT (RS)

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 174.8 One Hundred Seventy Four Rupees and Eighty Paise

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 g 300 mm. i/d. Non Return Valve Each 3 32381.664 Thirty Two Thousand Three Hundred Eighty One Rupees and Sixty Six Paise

28.27 Providing and 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)

3 B(f) 300 mm. i/d. Sluice Valves flanged(PN-16) Each 3 27999.03 Twenty Seven Thousand Nine Hundred Ninety Nine Rupees and Three Paise

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 30 543.3348000000001 Five Hundred Forty Three Rupees and Thirty Three Paise

CSR ITEMS AMOUNT (RS)

AC Slip no.5 /02-03-2023 Add for GST Diff.betw.from 12% to 18% on CSR items amount : (Rs)

TOTAL Non-CSR & CSR ITEMS

Sub-Total Part - B (12) : CSR + Non CSR Amount : ( Rs)

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:

Vertical Turbine (VT) Pump

NS Supply delivery at the site with necessary packing, receiving, unloading, shifting, storing, installation, testing, and commissioning of Vertical Turbine (VT) Pump with squire cage induction motor of CI IS 210 GR FG 260 with 2% Nickel Casing and 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 285 Cum/hr and head 15 mtr Each 3 708723.2

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 up to 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 300mm dia DI K-9 grade flanged pipe conforming to I.S. 8329 Mtr 18 8120 Eight Thousand One Hundred Twenty Rupees and No Paise

3 400mm dia DI K-9 grade flanged pipe conforming to I.S. 8329 Mtr 60 12800 Twelve Thousand Eight Hundred Rupees and No Paise

4 500mm dia DI K-9 grade flanged pipe conforming to I.S. 8329 Mtr 20 19150 Nineteen Thousand One Hundred Fifty Rupees and No Paise

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.

5 400 mm dia Each 2 18400 Eighteen Thousand Four Hundred Rupees and No Paise

6 500 mm dia Each 1 25100 Twenty Five Thousand One Hundred Rupees and No Paise

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.

7 400 mm dia Each 4 27000 Twenty Seven Thousand Rupees and No Paise

8 500 mm dia Each 2 39800 Thirty Nine Thousand Eight Hundred Rupees and No Paise

RUIDP SOR 2023,18.9 Supplying, erecting, testing & commissioning of Electrically Operated Travelling Crane (EOT).Main girder and 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.

9 5 MT Capacity (Span 7 M and Lift 6 M) Each 1 689700 Six Lacs Eighty Nine Thousand Seven Hundred Rupees and No Paise

Motorized Sluice Valve :

RUIDP SOR 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

10 500 mm dia Each 1 401700 Four Lacs One Thousand Seven Hundred Rupees and No Paise

Motorized Butterfly Valve :

RUIDP SOR 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

11 300 mm dia Each 3 145900 One Lacs Forty Five Thousand Nine Hundred Rupees and No Paise

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.

12 300 mm dia PN 16 Each 3 16918.4 Sixteen Thousand Nine Hundred Eighteen Rupees and Forty Paise

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.

13 Floating suction assly.(Floating arms) Dia- 400 mm, Metarial SS 304 Each 2 1762893.82 Seventeen Lacs Sixty Two Thousand Eight Hundred Ninety Three Rupees and Eighty Two Paise

Non-CSR ITEMS AMOUNT (RS)

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 2693 174.8 One Hundred Seventy Four Rupees and Eighty Paise

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 g 300 mm. i/d. Non Return Valve Each 3 32381.664 Thirty Two Thousand Three Hundred Eighty One Rupees and Sixty Six Paise

28.27 Providing and 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)

3 B(f) 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

4 B(h) 400 mm. i/d. Sluice Valves flanged(PN-1.6) Each 2 60387.27 Sixty Thousand Three Hundred Eighty Seven Rupees and Twenty Seven Paise

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 50 543.3348000000001 Five Hundred Forty Three Rupees and Thirty Three Paise

CSR ITEMS AMOUNT (RS)

AC Slip no.5 /02-03-2023 Add for GST Diff.betw.from 12% to 18% on CSR items amount : (Rs)

TOTAL Non-CSR & CSR ITEMS

Sub-Total Part - B (14) : 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

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

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

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

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

CSR based Items ( In Rs)

Non -Clog Submersible pump

RUIDP 2023,18.1 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

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

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

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

NON CSR based Items ( In Rs)

CSR based amount after adding 5.35% ( In Rs)

Total : CSR + Non CSR Amount : ( Rs)

Sub-Total Part - B (15) : CSR + Non CSR Amount : ( Rs)

Clear Water Pumping Station

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:

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 276 Cum/hr and head 60 mtr Each 3 1127263.2

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 up to 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 300mm dia DI K-9 grade flanged pipe conforming to I.S. 8329 Mtr 18 8120 Eight Thousand One Hundred Twenty Rupees and No Paise

3 500mm dia DI K-9 grade flanged pipe conforming to I.S. 8329 Mtr 30 19150 Nineteen Thousand One Hundred Fifty Rupees and No Paise

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.

4 500 mm dia Each 2 25100 Twenty Five Thousand One Hundred Rupees and No Paise

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 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

Motorized Sluice Valve :

RUIDP SOR 2023,19.29 Providing, lowering, laying, aligning, fixing in position in pipeline, 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 pipeline as per Technical Specification & as per direction of Engineer.

Electrically Operated & SCADA Compatible class PN 1.6

6 500 mm dia Each 1 401700 Four Lacs One Thousand Seven Hundred Rupees and No Paise

Motorized Butterfly Valve :

RUIDP SOR 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

7 300 mm dia Each 3 145900 One Lacs Forty Five Thousand Nine Hundred Rupees and No Paise

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.

8 300 mm dia PN 16 Each 3 16918.4 Sixteen Thousand Nine Hundred Eighteen Rupees and Forty Paise

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.

9 500 mm dia Each 2 39800 Thirty Nine Thousand Eight Hundred Rupees and No Paise

TELANGANA SoR 2023-24 Manufacture, Supply and delivery of zero velocity valve/ PSLV with MS Fabricated Body with Plain ends. as per AWWA, Exfactory excluding transportation etc. Complete.

10 25. sl no -2 500mm (20 kgs/cm2) Nos 1 173259 One Lacs Seventy Three Thousand Two Hundred Fifty Nine Rupees and No Paise

Non- CSR ITEMS AMOUNT (RS)

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 174.8 One Hundred Seventy Four Rupees and Eighty Paise

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 g 300 mm. i/d. Non Return Valve Each 3 32381.664 Thirty Two Thousand Three Hundred Eighty One Rupees and Sixty Six Paise

28.27 Providing and 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)

3 B(f) 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

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 30 543.3348000000001 Five Hundred Forty Three Rupees and Thirty Three Paise

CSR ITEMS AMOUNT (RS)

AC Slip no.5 /02-03-2023 Add for GST Diff.betw.from 12% to 18% on CSR items amount : (Rs)

TOTAL Non-CSR & CSR ITEMS

Sub-Total Part - B (16) : CSR + Non CSR Amount : ( Rs)

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:

1 RUIDP 2023,18.7 Supply, Installation, Testing and Commissioning of CI Thimble Mounted Sluice Gate, Manually operated, Rising Spindle type. Sluice gates are as per IS 13349 Including all taxes, Freight, loading, unloading, fitting in position including Sluice gates are upward opening wall thimble mounted suitable for isolating the flow of sewer into out of the opening in the wall. It consists Gate frame, wall thimble, gate slide, shutter, seating/sealing faces .The gates will be provided with pads on sides, top and bottom to mount the wedges. The gate shall be designed in such a manner, so that it can be operated at 2 meter head. Gate frame & Shutter of CI Grade IS 210 FG 260, Head Stock assembly bolts & SS ASTM A276 Type 316, Stem, Operating Nut SS ASTM A276 Type 316., Duly tested for tensile strength, Tested for overall dimensions as per approved GA drawing complete in all respect as per specification and direction of Engineer for following PEAK FLOW and depth up to 3M.

Up to 15 MLD Nos 2 176100 One Lacs Seventy Six Thousand One Hundred Rupees and No Paise

Non CSR ITEMS AMOUNT (RS)

Sub-Total Part - B (17) : Non CSR Amount : ( Rs)

Summary of Electrical, Instrumentation & SCADA Work, Dhuri

S. No. Description Amount (Rs.)

1 Intake Pumping Station

2 Raw & Clear Water Pumping Station

3 Sub-Station for Raw & Clear Water Pumping Station and WTP

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

Total (in Rs.)- 1+2+3+4

Total (in Lakhs)

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

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 40 1846.4 One Thousand Eight Hundred Forty Six Rupees and Forty Paise 73856

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 1 3581.2 Three Thousand Five Hundred Eighty One Rupees and Twenty Paise 3581.2

(vii) Heat Shrinkable End Termination for cable size 120-185 sq. mm, 3Core (Outdoor Type) Each 3 4361 Four Thousand Three Hundred Sixty One Rupees and No Paise 13083

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 45 452.4 Four Hundred Fifty Two Rupees and Forty Paise 20358

(xxix) Overall size 185 sq.mm (3.5 Core) Armoured (underground) Metre 35 1654.1 One Thousand Six Hundred Fifty Four Rupees and Ten Paise 57893.5

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 75 144.4 One Hundred Forty Four Rupees and Forty Paise 10830

(xi) Overall size 25sq.mm (3 Core) Armoured (Loose) Metre 105 245.10000000000002 Two Hundred Forty Five Rupees and Ten Paise 25735.500000000004

(xxii) Overall size 25sq.mm (3.5 Core) Armoured (Loose) Metre 45 271.70000000000005 Two Hundred Seventy One Rupees and Seventy Paise 12226.500000000002

(xxix) Overall size 185sq.mm (3.5 Core) Armoured (Loose) Metre 15 1326 One Thousand Three Hundred Twenty Six Rupees and No Paise 19890

(xxxv) Overall size 6sq.mm (4 Core) Armoured (Loose) Metre 35 172.9 One Hundred Seventy Two Rupees and Ninety Paise 6051.5

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 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 8 61.2 Sixty One Rupees and Twenty Paise 489.6

(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

(vi) Brass Gland for Aluminium cable 2/3/4 core size 25-35 sq. mm Each 12 136.8 One Hundred Thirty Six Rupees and Eighty Paise 1641.6000000000001

(xi) Brass Gland for Aluminium cable 2/3/4 core size 185 sq. mm Each 2 330 Three Hundred Thirty Rupees and No Paise 660

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 36 13 Thirteen Rupees and No Paise 468

(iii) Aluminium thimble cable Core size 25-35sq.mm Each 42 17 Seventeen Rupees and No Paise 714

(ix) Aluminium thimble cable Core size 185sq.mm Each 8 62 Sixty Two Rupees and No Paise 496

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

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

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 150 136.8 One Hundred Thirty Six Rupees and Eighty Paise 20520

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 One Thousand Three Hundred Forty Four Rupees and Thirty Five Paise 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 12 201 Two Hundred One Rupees and No Paise 2412

(vi) MCB Double Pole 6-32amp. (10KA, Curve-C) Each 2 612 Six Hundred Twelve Rupees and No Paise 1224

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 52.5 Fifty Two Rupees and Fifty Paise 1050

Capital Works 'CSR based Electrical, Instrumentation & RTU 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 & RTU 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, 72.2 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 1 326895 Three Lacs Twenty Six Thousand Eight Hundred Ninety Five Rupees and No Paise 326895

B. LT Panel with Starter:

NS LT Panel (Clear Water PS) 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, 250 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: 250 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) 80 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 - 3Set b) 32 KVAR (3x10+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 - 6 No's for Actuated Valve e) 32 A SPN MCB - 3 No’s Each 1 298300 Two Lacs Ninety Eight Thousand Three Hundred Rupees and No Paise 298300

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.

30KW (Ref: 44.6.2) Each 3 109242 One Lacs Nine Thousand Two Hundred Forty Two Rupees and No Paise 327726

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 140 109 One Hundred Nine Rupees and No Paise 15260

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

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:

500 mm (Ref; 43.28.18) Each 1 466891 Four Lacs Sixty Six Thousand Eight Hundred Ninety One Rupees and No Paise 466891

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 4 2698 Two Thousand Six Hundred Ninety Eight Rupees and No Paise 10792

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 40 121 One Hundred Twenty One Rupees and No Paise 4840

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 & RTU Items (In Rs)

Sub-Total Part - C (18) : CSR + Non CSR Amount : ( Rs)

Electrical, Instrumentation & PLC Works for Raw & Clear Water Pump House, Water Suppy- Dhuri

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 90 468 Four Hundred Sixty Eight Rupees and No Paise 42120

(ix) Overall size 10 sq.mm (3 Core) Armoured (underground) Metre 170 483.6 Four Hundred Eighty Three Rupees and Sixty Paise 82212

(xxxi) Overall size 300 sq.mm (3.5 Core) Armoured (underground) Metre 210 2613 Two Thousand Six Hundred Thirteen Rupees and No Paise 548730

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 55 167.2 One Hundred Sixty Seven Rupees and Twenty Paise 9196

(ix) Overall size 10sq.mm (3 Core) Armoured (Loose) Metre 30 190 One Hundred Ninety Rupees and No Paise 5700

(x) Overall size 16sq.mm (3 Core) Armoured (Loose) Metre 240 201.4 Two Hundred One Rupees and Forty Paise 48336

(xvi) Overall size 120sq.mm (3 Core) Armoured (Loose) Metre 120 791.7 Seven Hundred Ninety One Rupees and Seventy Paise 95004

(xxvii) Overall size 120sq.mm (3.5 Core) Armoured (Loose) Metre 45 922.3499999999999 Nine Hundred Twenty Two Rupees and Thirty Five Paise 41505.74999999999

(xxxi) Overall size 300sq.mm (3.5 Core) Armoured (Loose) Metre 90 2037.75 Two Thousand Thirty Seven Rupees and Seventy Five Paise 183397.5

(xxxv) Overall size 6sq.mm (4 Core) Armoured (Loose) Metre 40 172.9 One Hundred Seventy Two Rupees and Ninety Paise 6916

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 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 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 16 61.2 Sixty One Rupees and Twenty Paise 979.2

(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 8 99.6 Ninety Nine Rupees and Sixty Paise 796.8

(v) Brass Gland for Aluminium cable 2/3/4 core size 16 sq. mm Each 12 123.6 One Hundred Twenty Three Rupees and Sixty Paise 1483.1999999999998

(ix) Brass Gland for Aluminium cable 2/3/4 core size 95-120 sq. mm Each 12 238.8 Two Hundred Thirty Eight Rupees and Eighty Paise 2865.6000000000004

(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 56 13 Thirteen Rupees and No Paise 728

(ii) Aluminium thimble cable Core size 10 - 16sq.mm Each 44 14 Fourteen Rupees and No Paise 616

(vii) Aluminium thimble cable Core size 120 sq.mm Each 42 43 Forty Three Rupees and No Paise 1806

(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 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

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 150 136.8 One Hundred Thirty Six Rupees and Eighty Paise 20520

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 12 201 Two Hundred One Rupees and No Paise 2412

(vi) MCB Double Pole 6-32amp. (10KA, Curve-C) Each 3 612 Six Hundred Twelve Rupees and No Paise 1836

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 & RTU 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 & RTU Items after adding 5.35% (In Rs)

2.Capital Works ' Non-CSR based Items

A. LT Panel with Starter:

LT Panel (Raw Water PS) 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,250A 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: 250 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 (30 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 - 3 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) 30 KVAR (3x8+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 - 2 set e) 32 A TPN MCB - 6 No's for Actuated Valve f) 32 A SPN MCB - 3 No’s Each 1 441300 Four Lacs Forty One Thousand Three Hundred Rupees and No Paise 441300

NS LT Panel (Clear Water PS) 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, 630 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: 630 A 4 Pole ACB 50 KA EDO in-built micro processor based trip system with adjustable O/L S/C, instantaneous, E/F with display, 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) 200 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 - 3 Set b) 71 KVAR (3x20+3x3+2x1) heavy duty Capacitor with 10 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 - 6 No's for Actuated Valve e) 32 A SPN MCB - 3 No’s Each 1 608400 Six Lacs Eight Thousand Four Hundred Rupees and No Paise 608400

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.

75KW (Ref: 44.6.6) Each 3 183890 One Lacs Eighty Three Thousand Eight Hundred Ninety Rupees and No Paise 551670

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 300 109 One Hundred Nine Rupees and No Paise 32700

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 7670 7670

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 3 82215 Eighty Two Thousand Two Hundred Fifteen Rupees and No Paise 246645

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:

500 mm (Ref; 43.28.18) Each 1 466891 Four Lacs Sixty Six Thousand Eight Hundred Ninety One Rupees and No Paise 466891

RUIDP ISOR 2023, 47.2 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. 46 DO No. 42 AI No. 10 AO No. 4 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

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 867933 Eight Lacs Sixty Seven Thousand Nine Hundred Thirty Three Rupees and No Paise 867933

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 8 2698 Two Thousand Six Hundred Ninety Eight Rupees and No Paise 21584

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 250 121 One Hundred Twenty One Rupees and No Paise 30250

2 pair (Ref; E111540B) Metre 140 149 One Hundred Forty Nine Rupees and No Paise 20860

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 2160 186 One Hundred Eighty Six Rupees and No Paise 401760

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

Sub-Total Part - C (19) : CSR + Non CSR Amount : ( Rs)

Electrical Works for Sub-Station, Water Suppy- Dhuri

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 75 2584 Two Thousand Five Hundred Eighty Four 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 4 5195.4 Five Thousand One Hundred Ninety Five Rupees and Forty Paise 20781.6

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 220 523.9 Five Hundred Twenty Three Rupees and Ninety Paise 115258

(xxxi) Overall size 300 sq.mm (3.5 Core) Armoured (underground) Metre 170 2613 Two Thousand Six Hundred Thirteen Rupees and No Paise 444210

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 40 144.4 One Hundred Forty Four Rupees and Forty Paise 5776

(xxxvii) Overall size 16sq.mm (4 Core) Armoured (Loose) Metre 85 233.7 Two Hundred Thirty Three Rupees and Seventy Paise 19864.5

(xxxi) Overall size 300sq.mm (3.5 Core) Armoured (Loose) Metre 50 2037.75 Two Thousand Thirty Seven Rupees and Seventy Five Paise 101887.5

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 10 488.4 Four Hundred Eighty Eight Rupees and Forty Paise 4884

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 40 116 One Hundred Sixteen Rupees and No Paise 4640

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 & RTU 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 & RTU 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, 72.7 SITC of Indoor Type Floor mounted metal clad 11 KV, 630 Amps 3 phase, 50 Hz Vacuum Circuit Breaker (VCB) Panel Fabricated by System Integrator of VCB Manufacturer as per IEC 622711,100,200 Standard made from Powder painted pre-fabricated, CRCA sheet steel /High quality Aluminium-Zinc (Aluzinc) coated sheet steel. Fabrication shall be done through CNC turret press and CNC bending machine having a rupturing capacity of 500 MVA, 26.3 KA breaking capacity for 3 sec, Internal arc type tested for 26.3KA for 1 sec with AFLR clasification totally enclosed with Aluminium bus bar of 630 Amps for each phase, flush front, Horizontal isolation, Horizontal drawout type with Electrical and Mechanical interlock and automatic safety shutter gear including padlocking arrangement, isolation plugs, assambly of 3 vaccum interrupters (VCB manufacturer's own make) , with each pole individually encapsulated by epoxy insulations to make it dust proof and self - aligning finger type isolating contacts, truck having integral racking with necessary interlocks (for insertion and removing of VCB), manual and automatic motor charged independent closing/ tripping spring , trip free operating mechanism with closing and tripping push buttons and mechanical breaker. interconnected with HT sleeve bus bar of 630 Amps , Basic Insulation level (BIL) : 28KV (RMS) / 75KV (Peak) and Altiude less than 1000 meters, including all protection, indication, Operation, monitoring and control and accessories etc. as required. Factory Tests of VCB panel as per System Integrator's QAP in it's own Manufacturing facility shall be witnessed by department Engineer virtually / Physically. (Cost of RCC Foundation / Steel Structure to be paid Extra). All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

RUIDP ISOR 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.

250 KVA with Off -LTC (+5% to - 10% @ 2.5%) (Ref: 72.2.5) Each 1 438040 Four Lacs Thirty Eight Thousand Forty Rupees and No Paise 438040

315 KVA with Off -LTC (+5% to - 10% @ 2.5%) (Ref: 72.2.6) Each 1 635040 Six Lacs Thirty Five Thousand Forty Rupees and No Paise 635040

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, 630 A TPN Al. bus-bar complete with all accessories and as below: Incomer: 630 A 4 Pole ACB 50 KA EDO in-built micro processor based trip system with adjustable O/L S/C, instantaneous, E/F with display, Surge Protection Device, digital multi-function meter with RS485, indication lamps for R-Y-B, On-Off-Trip complete as required - 2 Set Bus-Coupler: 630 A 4 Pole ACB 50 KA EDO in-built micro processor based trip system with adjustable O/L S/C, instantaneous, E/F with display 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) 630 A 4 Pole ACB 50 KA EDO in-built micro processor based trip system with adjustable O/L S/C, instantaneous, E/F with display, digital multi-function meter with RS485, indication lamps for R-Y-B, On-Off-Trip complete as required - 2 Set (Bus-Section 1) b) 32A TPN MCCB 25 KA - 1 set (Bus-Section 1) c) 32A SPN MCB 10 KA - 1 set (Bus-Section 1) d) 250 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) e) 32A TPN MCCB 25 KA - 3 set (Bus-Section 2) f) 32A TPN MCB 10 KA - 3 set (Bus-Section 2) g) 32A SPN MCB 10 KA - 3 set (Bus-Section 2) Each 1 1371700 Thirteen Lacs Seventy One Thousand Seven Hundred Rupees and No Paise 1371700

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 - 3 set Each 1 131200 One Lacs Thirty One Thousand Two Hundred Rupees and No Paise 131200

C. DG Set & AMF Panel:

RUIDP ISOR 2023, 72.31 CPCB-IV complianced DG Sets

CPCB-IV complianced 25 kVA DG Set (Ref: 72.31.3) Each 1 779436 Seven Lacs Seventy Nine Thousand Four Hundred Thirty Six Rupees and No Paise 779436

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 7670 Seven Thousand Six Hundred Seventy Rupees and No Paise 7670

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

D. 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 & RTU Items (In Rs)

Sub-Total Part - C (20) : CSR + Non CSR Amount : ( Rs)

SCADA for Raw & Clear water Pumping Station, WTP & Sub-Station - Dhuri

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)

Sub-Total Part - C (21) : CSR + Non CSR Amount : ( Rs)

05 years’ Operation and Maintenance

S. No. Period Unit Total Qty Rate Amount Amount In words (In Rupees)

(In Rs) (In Rs)

1 Construction period (30 Months) Rs per month. 12 0 0

2 1st Year. Rs per month. 12 351992.92500000005 Forty Two Lacs Twenty Three Thousand Nine Hundred Fifteen Rupees and Ten Paise

3 2nd Year. Rs per month. 12 430782.47632532095 Fifty One Lacs Sixty Nine Thousand Three Hundred Eighty Nine Rupees and Seventy Two Paise

4 3rd Year. Rs per month. 12 463091.16204972 Fifty Five Lacs Fifty Seven Thousand Ninety Three Rupees and Ninety Four Paise

5 4th Year. Rs per month. 12 497822.99920344906 Fifty Nine Lacs Seventy Three Thousand Eight Hundred Seventy Five Rupees and Ninety Nine Paise

6 5th Year. Rs. per month. 12 535159.7241437077 Sixty Four Lacs Twenty One Thousand Nine Hundred Sixteen Rupees and Sixty Nine Paise

Total (PART - D) 05 Years' O&M in Rs. Two Crores Seventy Three Lacs Forty Six Thousand One Hundred Ninety One Rupees and Forty Four Paise