Canal Water based Water Supply Project for Construction of 3.0 MLD Water Treatment Plant (WTP) and other related works including Operation and Maintenance for a period of 5 years at Mudki District Ferozepur, Punjab under AMRUT 2.0 Scheme.

STANDARD BIDDING DOCUMENT FOR PROCUREMENT OF WORKS

Canal Water Based Water Supply Project for Construction of 3.0 MLD Water Treatment Plant (WTP) and other related works including 5 years’ Operation and Maintenance at Mudki Town, District Ferozepur, Punjab under AMRUT 2.0 Scheme

Project Value: Capital cost: Rs. 1371.67 Lakh 5 Years' O&M: Rs. 157.51 Lakh

Name of Work: Canal Water Based Water Supply Project for Construction of 3.0 MLD Water Treatment Plant (WTP) and other related works including 5 years’ Operation and Maintenance at Mudki Town, District Ferozepur, Punjab under AMRUT 2.0 Scheme

Name of Bidder:

1 Part-2: Construction of 3.0 MLD Water Treatment Plant (WTP) and other related works

2 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 = 141.40713

Name of Work: Canal Water Based Water Supply Project for Construction of 3.0 MLD Water Treatment Plant (WTP) and other related works including 5 years’ Operation and Maintenance at Mudki Town, District Ferozepur, Punjab under AMRUT 2.0 Scheme

Details Summary WTP Part-2

S.No Particulars Total Amount (Rs)

Capital Works: Percentage Rate

I ) Civil works :

1 Canal Intake :

i) RCC Valve Chamber near Canal

ii) Rising main from Valve chamber to Concrete Channel

iii) Raw Water Concrete Channel

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

v) RWR Panel Room ( 4.0 x 4.25 x 4.0 m) and Meter room ( 4.25 x 2.50 x 4.0 m)

vi) Boundary wall with Wire fencing at Intake Pumping Station

2 Raw Water Transmission main :

i) Raw water transmission main : DI K-7

ii) Minor Crossing 5 Mtr Wide

iii) Minor Crossing 10 Mtr Wide

iv) Canal Crossing

v) Road Cutting (Mandi Board & National Highway)

3 Raw water S & S Tank :

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

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

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

iv) Raw Water Outlet Valve Chamber

v) Construction of supporting RCC columns for Solar Panel

4 Raw water sump and Pumping station :

i) Raw water sump

ii) Pumping machinery,Panel room & Store room

5 Water Treatment Plant :

i) Capacity : 3 MLD (22 Hrs @136.25 KLH)

6 Chlorine Contact tank :

i) Chlorine Mixing Chamber

ii) Valve Chamber

iii) Chlorine Contact tank

7 Clear Water Reservoir : ( CWR )

i) Clear Water Reservoir with Compartment

ii) CWR Sump and Pumping station,Panel Room :

8 Clear Water Transmission Main : DI K-7,

i) Clear water transmission main : DI K-7

ii) Minor Crossing 10m wide with Encasement

9 Distribution line within WTP premises

10 WTP boundary wall

PART A : Civil works +WTP

II ) Mechanical Works :

12 Raw water pump : Intake well to S & S Reservoir

13 Raw water pump :S&S Reservoir to WTP

14 Dewatering Pumps: In S&S Reservoir

15 Clear water pump : Clear water Reservoir to OHSR

B PART B : Mechanical works

III ) Electrical,Instrumentation & SCADA works :

16 Intake Pumping Station

17 Raw Water Pumping Station

18 Clear Water Pumping Station

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

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

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

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

D PART D : 5 Years' Operation and Maintenance

E Provisional Sum (Not part of bidding) (Rs in Lakhs)

(a) Provisional Sum (Capital Cost) Rs in Lakhs :

(b) PWSSB Charges and Cess,Rs in Lakhs :

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

Canal Water Based Water Supply Project for Construction of 3.0 MLD Water Treatment Plant (WTP) and other related works including 5 years’ Operation and Maintenance at Mudki Town, District Ferozepur, Punjab under AMRUT 2.0 Scheme

Provisional Sum

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

(A) Provisional Sum (Capital Cost) :

1 Price Escalation = 3.75 % of Capital Cost ( @ 7.50 % per anum and average 3.75% per year) 0.0375 51.43764706940766

2 Contingencies = 4 % of Capital Cost (L.S) 0.04463 61.21765836553771

3 B & R deposit 0

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

5 Permission for BT bill :

6 Forest dept. 49.11

7 Mandi Board: Road Restoration: 2.94

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

9 National Highway (NH)

10 NH : Road Restoration: 5.500000000000001

11 Electrical connections charges :

12 Intake Pumping station 4.69053

13 Sub Station 9.65438

Sub Total (A) Provisional Sum

14 (B) PWSSB Charges and Cess :

a Contingencies Charges on work @ 1% ( To be paid on actual limited to maximum @ 1% of Capital cost) 0.01 13.716705885175378

b PWSSB Charges @ 6 % on Capital Cost 0.06 82.30023531105226

c Third Party Inspection Charges @ 0.92% 0.0092 12.619369414361346

Sub Total (B) PWSSB Charges and Cess

Total : Provisional Sum (Not part of bidding) Rs in Lakh

RCC Valve Chamber near Canal

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

1.Capital Works ' CSR based Items

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

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

i All classes of soil except rocky Cum 17.5959375 83 Eighty Three Rupees and No Paise

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 4.7 34 Thirty Four Rupees and No Paise

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 4.7 19.48 Nineteen Rupees and Forty Eight Paise

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 4.7 30.794600000000003 Thirty Rupees and Seventy Nine Paise

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

30 - 60 m Cum 4.7 6.6768 Six Rupees and Sixty Eight Paise

60 - 90 m Cum 4.7 6.6768 Six Rupees and Sixty Eight Paise

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

90 - 120 m Cum 4.7 3.5951999999999997 Three Rupees and Sixty Paise

120 - 150 m Cum 4.7 3.5951999999999997 Three Rupees and Sixty Paise

150 - 180 m Cum 4.7 3.5951999999999997 Three Rupees and Sixty Paise

180 - 210 m Cum 4.7 3.5951999999999997 Three Rupees and Sixty Paise

210 - 240 m Cum 4.7 3.5951999999999997 Three Rupees and Sixty Paise

240 - 270 m Cum 4.7 3.5951999999999997 Three Rupees and Sixty Paise

270 - 300 m Cum 4.7 3.5951999999999997 Three Rupees and Sixty Paise

10.13 a (ii) Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type. Cum 1.7595937500000003 4670 Four Thousand Six Hundred Seventy Rupees and No Paise

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 9.78467834447254 5698 Five Thousand Six Hundred Ninety Eight Rupees and No Paise

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or Battering.) Sqm 3.87 210 Two Hundred Ten Rupees and No Paise

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 32.129999999999995 405 Four Hundred Five Rupees and No Paise

C / shuttering :

9.8 Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. Sqm 3.661128330588459 532 Five Hundred Thirty Two Rupees and No Paise

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 7.806142675578031 6497 Six Thousand Four Hundred Ninety Seven Rupees and No Paise

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 Two Hundred Nine Rupees and No Paise

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 One Thousand Nine Hundred Forty Two Rupees and No Paise

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

(e ) 250 mm.i/d. Each 1 22337.15 Twenty Two Thousand Three Hundred Thirty Seven Rupees and Fifteen Paise

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

f 250 mm.i/d. m 2 4872.75 Four Thousand Eight Hundred Seventy Two Rupees and Seventy Five Paise

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

e 250 mm Each 2 1352.2 One Thousand Three Hundred Fifty Two Rupees and Twenty Paise

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.

b 20 mm.i/d. m 2.6999999999999997 358.8336 Three Hundred Fifty Eight Rupees and Eighty Three Paise

Diff.in Rates of Materials :

Bajri : Cum 9.90061096780166 -227.86400000000003 Minus Two Hundred Twenty Seven Rupees and Eighty Six Paise

Coarse sand : Cum 4.999228875623193 -143.79679999999985 Minus One Hundred Forty Three Rupees and Eighty Paise

From Lohand Khad

Bricks : 1000 no 0 164.1399999999997 One Hundred Sixty Four Rupees and Fourteen Paise

Steel Qtl 7.806142675578031 1020.6500472 One Thousand Twenty Rupees and Sixty Five Paise

Extra rate for OPC Cement Bags 87 26.22 Twenty Six Rupees and Twenty Two Paise

Carriage of Materials :

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

Bajri : Cum 9.90061096780166 680.948 Six Hundred Eighty Rupees and Ninety Five Paise

From Mirthal 204 km

Coarse sand : Cum 4.999228875623193 688.9730000000001 Six Hundred Eighty Eight Rupees and Ninety Seven Paise

From Lohand Khad 209 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)

1.Capital Works ' NON CSR based Items

Puddle Collar :

NS RUIDP SOR 2022-23 Code No. 19.63 Providing and fixing in position CI Puddle collar (approx. 1m length) inside the wall including all material labour as per Technical Specifications and as per direction of Engineer

19.63.6 250 mm.dia. Each 2 13700 Thirteen Thousand Seven Hundred Rupees and No Paise

Capital Works ' NON CSR based Items ( In Rs)

CSR based amount after adding 5.35% ( In Rs)

Non - CSR based amount ( In Rs)

Total : CSR + Non CSR Amount : ( Rs)

Rising Main up to Raw Water Channel

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

1.Capital Works ' CSR based Items

Excavation : ( Manually)

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

(a) Earthwork upto 1.50 mt.Depth.

i All classes of soil except rocky Cum 30.06 169.03

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 30.06 99.1 Ninety Nine Rupees and Ten Paise

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

(e) 250 mm.i/d. m 40 3528.0640000000003 Three Thousand Five Hundred Twenty Eight Rupees and Six Paise

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 42.64994041965288 115.81 One Hundred Fifteen Rupees and Eighty One Paise

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)

Total : CSR Amount : ( Rs)

Rising Main up to Raw Water Channel

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

1.Capital Works ' CSR based Items

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

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

i All classes of soil except rocky Cum 13.6875 83 Eighty Three Rupees and No Paise

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 11.406249999999996 34 Thirty Four Rupees and No Paise

4.1 ( A) Rate for loading in to wagons,trucks or boats within 15 meters lead. Cum 11.406249999999996 19.48 Nineteen Rupees and Forty Eight Paise

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 11.01 30.794600000000003 Thirty Rupees and Seventy Nine Paise

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

30 - 60 m Cum 11.01 6.6768 Six Rupees and Sixty Eight Paise

60 - 90 m Cum 11.01 6.6768 Six Rupees and Sixty Eight Paise

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

90 - 120 m Cum 11.01 3.5951999999999997 Three Rupees and Sixty Paise

120 - 150 m Cum 11.01 3.5951999999999997 Three Rupees and Sixty Paise

150 - 180 m Cum 11.01 3.5951999999999997 Three Rupees and Sixty Paise

180 - 210 m Cum 11.01 3.5951999999999997 Three Rupees and Sixty Paise

210 - 240 m Cum 11.01 3.5951999999999997 Three Rupees and Sixty Paise

240 - 270 m Cum 11.01 3.5951999999999997 Three Rupees and Sixty Paise

270 - 300 m Cum 11.01 3.5951999999999997 Three Rupees and Sixty Paise

10.13 a (ii) Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type. Cum 1.36875 4670 Four Thousand Six Hundred Seventy Rupees and No Paise

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 17.925100000000004 5698 Five Thousand Six Hundred Ninety Eight Rupees and No Paise

Shuttering : ( Raft foundation)

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering.) Sqm 4.26 210 Two Hundred Ten Rupees and No Paise

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 79.10000000000001 405 Four Hundred Five Rupees and No Paise

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

9.8 Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. Sqm 3.1799999999999997 532 Five Hundred Thirty Two Rupees and No Paise

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 15.16788 6497 Six Thousand Four Hundred Ninety Seven Rupees and No Paise

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 20 209 Two Hundred Nine Rupees and No Paise

MS Railing for Operation platform Bar screen :

18.3 Providing and fixing stair case railing made out of M.S. Square bars 20x20m as vertical cost 0.70 metre high fixed with M.S. Base plate of 40mx40mmx6mm and flat iron 40mmx6mm as hand rail complete in all respects. m 3.6999999999999997 908 Nine Hundred Eight Rupees and No Paise

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

(d ) 200 mm.i/d. Each 1 15521.35 Fifteen Thousand Five Hundred Twenty One Rupees and Thirty Five Paise

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

Pipe lines laid complete.

e 200 mm.i/d. m 2 3582.95 Three Thousand Five Hundred Eighty Two Rupees and Ninety Five Paise

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

d 200 mm Each 2 1077.24 One Thousand Seventy Seven Rupees and Twenty Four Paise

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.

b 20 mm.i/d. m 2.85 358.8336 Three Hundred Fifty Eight Rupees and Eighty Three Paise

Diff. Rates of materials :

Bajri : Cum 16.468210000000003 -227.86400000000003 Minus Two Hundred Twenty Seven Rupees and Eighty Six Paise

Coarse sand : Cum 8.323730500000002 -143.79679999999985 Minus One Hundred Forty Three Rupees and Eighty Paise

From Lohand Khad

Steel Qtl 15.16788 1020.6500472 One Thousand Twenty Rupees and Sixty Five Paise

Extra rate for OPC Cement Bags 147 26.22 Twenty Six Rupees and Twenty Two Paise

Carriage of materials :

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

Bajri : Cum 16.468210000000003 680.948 Six Hundred Eighty Rupees and Ninety Five Paise

From Mirthal 204 km

Coarse sand : Cum 8.323730500000002 688.9730000000001 Six Hundred Eighty Eight Rupees and Ninety Seven Paise

From Lohand Khad 209 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)

1.Capital Works ' NON CSR based Items

Puddle Collar :

NS RUIDP SOR 2022-23 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

19.63.7 250 mm.dia. Each 2 10600 Ten Thousand Six Hundred Rupees and No Paise

Capital Works ' NON CSR based Items ( In Rs)

CSR based amount after adding 5.35% ( In Rs)

Non - CSR based amount ( In Rs)

Total : CSR + Non CSR Amount : ( Rs)

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

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

1.Capital Works ' CSR based Items

Earthwork excavation :

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

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

i All classes of soil except rocky Cum 52.31549999999999 83 Eighty Three Rupees and No Paise

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 123.2 34 Thirty Four Rupees and No Paise

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 123.2 19.48 Nineteen Rupees and Forty Eight Paise

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 123.2 30.79 Thirty Rupees and Seventy Nine Paise

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

30 - 60 m Cum 123.2 6.67 Six Rupees and Sixty Seven Paise

60 - 90 m Cum 123.2 6.67 Six Rupees and Sixty Seven Paise

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

90 - 120 m Cum 123.2 3.59 Three Rupees and Fifty Nine Paise

120 - 150 m Cum 123.2 3.59 Three Rupees and Fifty Nine Paise

150 - 180 m Cum 123.2 3.59 Three Rupees and Fifty Nine Paise

180 - 210 m Cum 123.2 3.59 Three Rupees and Fifty Nine Paise

210 - 240 m Cum 123.2 3.59 Three Rupees and Fifty Nine Paise

240 - 270 m Cum 123.2 3.59 Three Rupees and Fifty Nine Paise

270 - 300 m Cum 123.2 3.59 Three Rupees and Fifty Nine Paise

10.13 a (ii) Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type. Cum 3.0504 4670 Four Thousand Six Hundred Seventy Rupees and No Paise

M-30 : Plinth level

10.17 Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in foundation and plinth. Cum 40.540187499999995 5698 Five Thousand Six Hundred Ninety Eight Rupees and No Paise

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.

4.0 -5.0 m Cum 9.9729 5743 Five Thousand Seven Hundred Forty Three Rupees and No Paise

5.0 - 6.0 m Cum 6.992999999999997 5788 Five Thousand Seven Hundred Eighty Eight Rupees and No Paise

6.0 - 7.00 m Cum 11.631959999999998 5833 Five Thousand Eight Hundred Thirty Three Rupees and No Paise

Shuttering : ( Raft foundation)

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering.) Sqm 6.677999999999999 210 Two Hundred Ten Rupees and No Paise

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 135.83999999999997 405 Four Hundred Five Rupees and No Paise

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

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

4.0 - 5.0 m Sqm 35.459999999999994 446 Four Hundred Forty Six Rupees and No Paise

5.0 - 6.0 m Sqm 30.140999999999984 487 Four Hundred Eighty Seven Rupees and No Paise

6.0 - 7.0 m Sqm 0 528 Five Hundred Twenty Eight Rupees and No Paise

C / Shuttering : (Columns)

9.4 Centering and shuttering for columns ( Square or rectangular or poly gonal in plan) Sqm 50.4 477 Four Hundred Seventy Seven Rupees and No Paise

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

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

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

4.0 - 5.0 m Sqm 12.6 518 Five Hundred Eighteen Rupees and No Paise

5.0 - 6.0 m Sqm 12.6 559 Five Hundred Fifty Nine Rupees and No Paise

6.0 - 7.0 m Sqm 12.6 600 Six Hundred Rupees and No Paise

C / Shuttering : (Slab)

9.8 Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. Sqm 58.496999999999986 532 Five Hundred Thirty Two Rupees and No Paise

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 71.7761805 6497 Six Thousand Four Hundred Ninety Seven Rupees and No Paise

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 Two Hundred Nine Rupees and No Paise

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

RCC Manhole cover with frame :

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

A RCC Man hole cover with frame

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

ii Heavy duty Each 2 1942 One Thousand Nine Hundred Forty Two Rupees and No Paise

Diff.rates of materials :

Bajri : Cum 61.52 -227.86 Minus Two Hundred Twenty Seven Rupees and Eighty Six Paise

Coarse sand : Cum 31.1 -143.79 Minus One Hundred Forty Three Rupees and Seventy Nine Paise

From Lohand Khad

Extra rate for OPC Cement Bags 552.19 26.22 Twenty Six Rupees and Twenty Two Paise

Carriage of materials :

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

Bajri : Cum 61.52 680.948 Six Hundred Eighty Rupees and Ninety Five Paise

From Mirthal 204 km

Coarse sand : Cum 31.1 688.9730000000001 Six Hundred Eighty Eight Rupees and Ninety Seven Paise

From Lohand Khad 209 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)

Pumping Machinery Room,Panel and Meter Room Combined

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

11.6 First class burnt brick work laid in cement sand mortar 1:5 in first storey up to 4 metres above plinth level. Cum 27.022854720193767 5151 Five Thousand One Hundred Fifty One Rupees and No Paise

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

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

Brick masonary work (1:5) : ( above 4.0 m.height) ( 4.0 - 6.0 m ) Cum 9.7244 5332 Five Thousand Three Hundred Thirty Two Rupees and No Paise

10.13 a (ii) Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type. Cum 6.586 4670 Four Thousand Six Hundred Seventy Rupees and No Paise

10.26 Damp proof course 4 cm. thick of cement concrete 1:2:4 with two coats of bitumen 20/30 penetration at 1.65 kg per Sqm.laid hot and sanded. Sqm 0.200 331 Three Hundred Thirty One Rupees and No Paise

10.22 Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixture as per IS : 1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in superstructure. Cum 26.243026944901928 6449 Six Thousand Four Hundred Forty Nine Rupees and No Paise

Above 4.0 m.height : ( 4.0 - 5.0 m) Cum 1.3019999999999998 6494 Six Thousand Four Hundred Ninety Four Rupees and No Paise

Above 4.0 m.height : ( 5.0 - 6.0 m) Cum 0.7349999999999999 6539 Six Thousand Five Hundred Thirty Nine Rupees and No Paise

18.18 Cold twisted deformed (Ribbed/Tor Steel bar) Bars Fe 500 grade as per IS : 1786-2008, for R.C.C. works,where not including in the complete rate of R.C.C. including bending and binding,placing in position complete. Qtl 24.419999999999998 6497 Six Thousand Four Hundred Ninety Seven Rupees and No Paise

C / Shuttering : (Columns)

9.4 Centering and shuttering for columns ( Square or rectangular or poly gonal in plan) Sqm 50.4 477 Four Hundred Seventy Seven Rupees and No Paise

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

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

C / Shuttering > 4.0 m.height : ( Columns) Sqm 11.9775 518 Five Hundred Eighteen Rupees and No Paise

C / Shuttering > 4.0 m.height : ( Columns) Sqm 0.999 559 Five Hundred Fifty Nine Rupees and No Paise

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

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

C / Shuttering > 4.0 m.height :

5.0 -6.0 m 80.60000000000001 614 Six Hundred Fourteen Rupees and No Paise

C/shuttering : ( Lintels)

9.6 Centering and Shuttering for sides and soffits of beam,beams,launchings,girders,bressumers,lintels. Sqm 0.815 380 Three Hundred Eighty Rupees and No Paise

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

15.9 12.5 mm.thick cement plaster 1:4. Sqm 0.006 189 One Hundred Eighty Nine Rupees and No Paise

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

15.7 12.5 mm.thick cement plaster 1:2 . Sqm 0.800 213 Two Hundred Thirteen Rupees and No Paise

White washing :

16.3 White washing (Three coat) Sqm 402.46904868886577 15 Fifteen Rupees and No Paise

Preparation of plastered surface :

16.6 Prepartion of plastered surfaces for distempering including surface,applying filling with approved quality filler consisting of plaster o Paris and chalk mitti,including finishing the surface to the required finish complete. Sqm 287.63700000000006 61 Sixty One Rupees and No Paise

16.7 Distempering with dry distemper of approved manufacture two or more coats over one priming coat to give an even shade. Sqm 0.006 63 Sixty Three Rupees and No Paise

Oil Bound Distemper :

16.1 Distempering with Acrylic washable oil bound distemper (of approved manufacture) two or more coats over one priming coat to give an even shade. Sqm 0.800 75 Seventy Five Rupees and No Paise

Earth filling under floors :

6.8 / (a) / (ii) Earth filling under floors with surplus soil containing more than 40% gravel or kanker excavated from foundation and taken only from outside the building plinth in 15 cm. layers including ramming, watering and consolidating lead upto 30 metres. Cum 113.10000000000002 113 One Hundred Thirteen Rupees and No Paise

Ironite flooring:

14.4 50 mm.thick ironite ( Metallic floor hardner to be mixed with Granolithic topping for heavy duty floors ) floor consisting of 40 mm.thick cement concrete 1:2:4 base and top layer 10 mm. thick laid with one part of ironite and grey cement mixed together in the ratio of 1:4 by weight to two parts of hard granite chippings 6 mm gauge by volume finished smooth with hard rubbing. Sqm 48.364200000000004 781 Seven Hundred Eighty One Rupees and No Paise

CC 1:4:8 Base for Ironite flooring:

10.11 a (ii) Cement concrete 1:4:8 with stone ballast 20 mm.gauge mixing by mechanical means using concrete mixer volumetric type. Cum 4.83642 3630 Three Thousand Six Hundred Thirty Rupees and No Paise

Steel windows and Ventilators :

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

(b) Above one Sqm Area kg 54 108 One Hundred Eight Rupees and No Paise

18.23 Fixing steel windows in walls with lugs,embedded in 15 cm x 12 cm x 7.5 cm. of cement concrete block of 1:2:4 mix,including,cost of cement concrete for lugs. Sqm 11.04 240 Two Hundred Forty Rupees and No Paise

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

(a) Glass panes 3 mm. or 8.44 kg /Sqm up to 0.4 Sqm.area. Sqm 14.28 512 Five Hundred Twelve Rupees and No Paise

Doors Shutter :

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

(a) 40mm thick. Sqm 2.4804 3878 Three Thousand Eight Hundred Seventy Eight Rupees and No Paise

Aluminium Fittings :

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

(ii) For shutter area above 0.50 Sqm Sqm 2.5864000000000003 111 One Hundred Eleven Rupees and No Paise

Steel Chowkats :

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

(c) Doors and windows frame of size 151mm x 60mm with 35 mm wide double rebate weighing 3.95 kg per meter. m 6.68 531 Five Hundred Thirty One Rupees and No Paise

Rolling Shutter :

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

11.36 115 mm. thick brick wall laid in cement sand mortar 1:4 without reinforcement in superstructure. Sqm 10.830000000000002 640 Six Hundred Forty Rupees and No Paise

CC 1:2:4 : ( Coping )

10.13 a (ii) Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type. Cum 2.7075000000000005 4670 Four Thousand Six Hundred Seventy Rupees and No Paise

13.55 Cement concrete 1:2:4 gola 10 cm.x 10 cm. concave quadrant along junction of roofs with parapet wall finished smooth,where specially specified. Mtr 36.1 65 Sixty Five Rupees and No Paise

13.45 Top khurra 0.6 m. x 0.6 m. for rain water pipe in 25 mm.thick cement concrete 1:2:4 over 50 mm.thick cement concrete 1:8:16. Nos. 4 95 Ninety Five Rupees and No Paise

Bottom Khurra :

13.51 Bottom Khurra on ground 1.2 m x 0.6 m consisting of bricks on edge laid in cement mortar 1:3 over 7.5 cm.cement concrete 1:8:16, including 12.5 mm. thick cement plaster 1:3 Nos. 4 677 Six Hundred Seventy Seven Rupees and No Paise

11.42 Providing 75 mm.first class brick drip course at junction of roof and walls laid in cement sand mortar 1:4 including dressing of bricks. Rmt 36.1 121 One Hundred Twenty One Rupees and No Paise

Dry Brick edge paving :

14.18 Dry brick on edge paving sand grouted over 50 mm. thick earth and mud plaster. Sqm 5.75 463 Four Hundred Sixty Three Rupees and No Paise

CI Rain water pipes :

13.41 Providing and fixing cast iron 100 mm dia, rain water pipe with screw and wooden plugs fixed on wall-face, including filling joints with spun yarn and cement mortar 1:2 excluding head and shoe etc. m 13.98 1154 One Thousand One Hundred Fifty Four Rupees and No Paise

13.42 Providing and fixing cast iron head for rain water pipe on wooden plugs fixed on wall-face including filling the joints with spun yarn and cement mortar 1:2. nos. 4 774 Seven Hundred Seventy Four Rupees and No Paise

13.43 Providing and fixing cast iron shoe for rain water pipe on wooden plugs fixed on wall face including filling the joints with spun yarn and cement mortar 1:2. nos. 4 774 Seven Hundred Seventy Four Rupees and No Paise

Embedding of CI Rain water pipes :

13.44 Embedding 100 mm.C.I.rain water pipe non-pressure I.S.I. Mark pipe in cement mortar during masonary work. m 4 1029 One Thousand Twenty Nine Rupees and No Paise

Estimation for Meter Room Above GL

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

(a) For ordinary gravel soil involving pick work: Cum 24.356250000000003 263 Two Hundred Sixty Three Rupees and No Paise

10.13 a (ii) Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type. Cum 3.2475000000000005 4670 Four Thousand Six Hundred Seventy Rupees and No Paise

M-30 : Plinth level

10.17 Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in foundation and plinth. Cum 0.6555833333333334 5698 Five Thousand Six Hundred Ninety Eight Rupees and No Paise

18.18 Cold twisted deformed (Ribbed/Tor Steel Bars) Fe 500 grade as per IS 1786-2008 for RCC works,where not including in the complete rate of RCC including bending,binding and placing in position complete. Qtl 0.4448 6497 Six Thousand Four Hundred Ninety Seven Rupees and No Paise

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

11.5 First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. Cum 6.270000000000001 5013 Five Thousand Thirteen Rupees and No Paise

Difference rates of materials :

Bajri : Cum 57.629999999999995 -227.86400000000003 Minus Two Hundred Twenty Seven Rupees and Eighty Six Paise

Coarse sand : Cum 35.26 -143.79679999999985 Minus One Hundred Forty Three Rupees and Eighty Paise

From Lohand Khad

Bricks : 1000 Nos 21.24393 164.1399999999997 One Hundred Sixty Four Rupees and Fourteen Paise

Steel Qtl 24.419999999999998 1020.6500472 One Thousand Twenty Rupees and Sixty Five Paise

Extra rate for OPC Cement Bags 455.8 26.22 Twenty Six Rupees and Twenty Two Paise

Carriage of materials :

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

Bajri : Cum 57.629999999999995 680.948 Six Hundred Eighty Rupees and Ninety Five Paise

From Mirthal 204 km

Coarse sand : Cum 35.26 688.9730000000001 Six Hundred Eighty Eight Rupees and Ninety Seven Paise

From Lohand Khad 209 km

Fine sand : (20 km) Jalalabad Cum 2.32 182.756 One Hundred Eighty Two Rupees and Seventy Six Paise

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)

Total : CSR Amount : ( Rs)

Intake Boundary wall

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

1.Capital Works ' CSR based Items

6.19 Excavation in Soil ( any type) using hydraulic Excavator CK 90 with hydraulic excavator of 0.90 Cum bucket capacity,including,cutting,trimming bottom and side slopes,in accordance with requirements of lines,grades and cross sections,including all lifts and combined lead up to 30 m. Cum 36 34

10.13 a (ii) Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type. Cum 2.5000000000000004 4670 Four Thousand Six Hundred Seventy Rupees and No Paise

10.17 Reeinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS : 1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth Cum 17.337733333333336 5698 Five Thousand Six Hundred Ninety Eight Rupees and No Paise

18.18 Cold twisted deformed (Ribbed/Tor Steel bar) Bars Fe 500 grade as per IS : 1786-2008, for R.C.C. works,where not including in the complete rate of R.C.C. including bending and binding,placing in position complete. Qtl 14.77 6497 Six Thousand Four Hundred Ninety Seven Rupees and No Paise

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam ( vertical or battering ) Sqm 16.000000000000004 210 Two Hundred Ten Rupees and No Paise

C / shuttering : ( Columns)

9.4 Centering and Shuttering for columns ( square or rectangular or poly gonal in plan) Sqm 51 477 Four Hundred Seventy Seven Rupees and No Paise

C / shuttering : ( Beams)

9.6 Centering and Shuttering for columns ( square or rectangular or poly gonal in plan) Sqm 93.84 380 Three Hundred Eighty Rupees and No Paise

115 mm.thk.BBM :

11.36 115 mm. thick brick wall in cement sand mortar 1:4 without reinforcement in superstructure. Sqm 82.8 640 Six Hundred Forty Rupees and No Paise

CP 20 mm.thk. :

15.2 20 mm.thick cement plaster 1;4 in two coat work Sqm 165.6 260 Two Hundred Sixty Rupees and No Paise

0.0 White washing ( Three coat) Sqm 165.6 15 Fifteen Rupees and No Paise

Dry distemper :

0.9 Distempering with dry distemper of approved manufacture two or more coats over one priming coat to give an even shade Sqm 165.6 63 Sixty Three Rupees and No Paise

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 Four Thousand One Hundred Eighteen Rupees and Forty Paise

1.2 Meter High G.I.Barbed Wire fencing

Diff.in Rates of materials :

Bajri : Cum 16.990000000000002 -227.86400000000003 Minus Two Hundred Twenty Seven Rupees and Eighty Six Paise

Coarse sand : Cum 14.93 -143.79679999999985 Minus One Hundred Forty Three Rupees and Eighty Paise

From Lohand Khad

Bricks : 1000 nos 4.554 164.1399999999997 One Hundred Sixty Four Rupees and Fourteen Paise

Steel Qtl 14.77 1020.6500472 One Thousand Twenty Rupees and Sixty Five Paise

Extra rate for OPC Cement Bags 190.9 26.22 Twenty Six Rupees and Twenty Two Paise

Carriage of Materials :

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

Bajri : Cum 16.990000000000002 680.948 Six Hundred Eighty Rupees and Ninety Five Paise

From Mirthal 192 km

Coarse sand : Cum 14.93 688.9730000000001 Six Hundred Eighty Eight Rupees and Ninety Seven Paise

From Lohand Khad 199 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)

1.Capital Works ' NON CSR based Items

(Rate analysis based on CSR ) 1.2 metre high G.I. barbed wire fencing with 1.8 metre angle iron posts 40x40x6mm placed every 3 metres centre to centre,every 15th post,end post,corner post,suitably strutted and provided with 9 horizontal lines and two diagonals interwoven with horizontal wires fixed with GI staples,turn buckles etc.complete as per technical clause 807 of MORT&H specifications m 70 276 Two Hundred Seventy Six Rupees and No Paise

Capital Works ' NON CSR based Items ( In Rs)

CSR based amount after adding 5.35% ( In Rs)

Non - CSR based amount ( In Rs)

Total : CSR + Non CSR Amount : ( Rs)

Raw Water Transmission DI K7

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

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 8062.45 169.03 One Hundred Sixty Nine Rupees and Three Paise

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 8062.45 99.1 Ninety Nine Rupees and Ten Paise

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

(e) 250 mm.i/d. m 12360 3528.0640000000003 Three Thousand Five Hundred Twenty Eight Rupees and Six Paise

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 13606.83158967274 115.81 One Hundred Fifteen Rupees and Eighty One Paise

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

(b ) 100 mm.i/d. Each 12 6111.01 Six Thousand One Hundred Eleven Rupees and One Paise

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

b 100 mm.i/d. m 42 1848.34 One Thousand Eight Hundred Forty Eight Rupees and Thirty Four Paise

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 12 5305.96 Five Thousand Three Hundred Five Rupees and Ninety Six Paise

Difference rates of materials :

Bajri : Cum 4.16 -227.86400000000003 Two Hundred Twenty Seven Rupees and Eighty Six Paise

Coarse sand : Cum 3.08 -143.79679999999985 One Hundred Forty Three Rupees and Seventy Nine Paise

From Lohand Khad

Bricks : 1000 no 4.26 164.1399999999997 One Hundred Sixty Four Rupees and Fourteen Paise

Steel Qtl 0.86 1020.6500472 One Thousand Twenty Rupees and Sixty Five Paise

Extra rate for OPC Cement bags 31.58 26.22 Twenty Six Rupees and Twenty Two Paise

Carriage of materials :

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

Bajri : Cum 4.16 680.948 Six Hundred Eighty Rupees and Ninety Four Paise

From Mirthal 204 km

Coarse sand : Cum 3.08 688.9730000000001 Six Hundred Eighty Eight Rupees and Ninety Seven Paise

From Lohand Khad 209 km

Fine sand : (20 km) Jalalabad Cum 1.62 182.756 One Hundred Eighty Two Rupees and Seventy Five Paise

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)

1.Capital Works ' NON CSR based Items

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

6.6.1 Class PN 1.0

6.6.1.1 40 mm Each 25 13153 Thirteen Thousand One Hundred Fifty Three Rupees and No Paise

Capital Works ' NON CSR based Items ( In Rs)

CSR based amount after adding 5.35% ( In Rs)

Non - CSR based amount ( In Rs)

Total : CSR + Non CSR Amount : ( Rs)

Minor Crossing 5m wide

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

1.Capital Works ' CSR based Items

Excavation : ( Manually)

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

(a) Earthwork upto 1.50 mt.Depth.

i All classes of soil except rocky Cum 13.04604 169.03 One Hundred Sixty Nine Rupees and Three Paise

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 13.04604 99.1 Ninety Nine Rupees and Ten Paise

10.17 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,centering and shuttering in foundation and plinth. Cum 3.142857142857143 5153 Five Thousand One Hundred Fifty Three Rupees and No Paise

C / shuttering :

9.5 Centering and shuttering for columns (circular or curved in plain) Sqm 50.285714285714285 482 Four Hundred Eighty Two Rupees and No Paise

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 11.314285714285715 6497 Six Thousand Four Hundred Ninety Seven Rupees and No Paise

Diff.in Rates of Materials :

Bajri : Cum 2.6714285714285713 -227.86400000000003 Minus Two Hundred Twenty Seven Rupees and Eighty Six Paise

Coarse sand : Cum 1.3514285714285714 -143.79679999999985 Minus One Hundred Forty Three Rupees and Eighty Paise

From Lohand Khad

Steel Qtl 11.314285714285715 1020.6500472 One Thousand Twenty Rupees and Sixty Five Paise

Extra rate for OPC Cement Bags 21 26.22 Twenty Six Rupees and Twenty Two Paise

Carriage of Materials :

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

Bajri : Cum 2.6714285714285713 680.948 Six Hundred Eighty Rupees and Ninety Five Paise

From Mirthal 204 km

Coarse sand : Cum 1.3514285714285714 688.9730000000001 Six Hundred Eighty Eight Rupees and Ninety Seven Paise

From Lohand Khad 209 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)

Total : CSR Amount : ( Rs)

Minor Crossing 20m (02 nos) wide with Encasement -CWR

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

1.Capital Works ' CSR based Items

6.19 Excavation in Soil ( any type) using hydraulic Excavator CK 90 with hydraulic excavator of 0.90 Cum bucket capacity,including,cutting,trimming bottom and side slopes,in accordance with requirements of lines,grades and cross sections,including all lifts and combined lead up to 30 m. Cum 43.74000000000001 34

10.13 a (ii) Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type. Cum 2.9160000000000004 4670 Four Thousand Six Hundred Seventy Rupees and No Paise

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 22.646250000000006 5698 Five Thousand Six Hundred Ninety Eight Rupees and No Paise

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 19.810000000000002 6497 Six Thousand Four Hundred Ninety Seven Rupees and No Paise

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam ( vertical or battering ) Sqm 33.300000000000004 210 Two Hundred Ten Rupees and No Paise

C / shuttering : ( Columns)

9.4 Centering and Shuttering for columns ( square or rectangular or poly gonal in plan) Sqm 69.12 477 Four Hundred Seventy Seven Rupees and No Paise

18.7 Structural steel work in compound girders or Stanchions built up from two or more R.S. joists or channel section or plates & angles etc. including cutting and fixing all lattice bars, stiffeners, gusset plates, bolts, nuts, rivets, welding rod, etc. complete with flange plates, heads, sole plates, angle connections, etc. with hoisting and erecting in position Qtl 102.94358857142859 7404 Seven Thousand Four Hundred Four Rupees and No Paise

16.2 Applying priming coat with metal primer on new steel or iron work including prepartion of surface. Sqm 50.285714285714285 24 Twenty Four Rupees and No Paise

16.17 Painting two or more coats excluding priming coat with synthetic enamel paint all shades on wood work, metallic or plastered, concrete surface to give an even shade. Sqm 50.285714285714285 66 Sixty Six Rupees and No Paise

Diff.in Rates of materials :

Bajri : Cum 21.87 -227.86400000000003 Minus Two Hundred Twenty Seven Rupees and Eighty Six Paise

Coarse sand : Cum 11.05 -143.79679999999985

From Lohand Khad

Steel Qtl 19.810000000000002 1020.6500472 One Thousand Twenty Rupees and Sixty Five Paise

Extra rate for OPC Cement Bags 193.32999999999998 26.22 Twenty Six Rupees and Twenty Two Paise

Structural Steel MS Iron,Tees and angles Qtl 97.74358857142859 1430.968 One Thousand Four Hundred Thirty Rupees and Ninety Seven Paise

Structural Steel MS Flat& Sq. bars Qtl 5.2 1306.536 One Thousand Three Hundred Six Rupees and Fifty Four Paise

Carriage of Materials :

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

Bajri : Cum 21.87 680.948 Six Hundred Eighty Rupees and Ninety Five Paise

From Mirthal 204 km

Coarse sand : Cum 11.05 688.9730000000001 Six Hundred Eighty Eight Rupees and Ninety Seven Paise

From Lohand Khad 209 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)

Total : CSR Amount : ( Rs)

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

1.Capital Works ' CSR based Items

18.7 Structural steel work in compound girders or Stanchions built up from two or more R.S. joists or channel section or plates & angles etc. including cutting and fixing all lattice bars, stiffeners, gusset plates, bolts, nuts, rivets, welding rod, etc. complete with flange plates, heads, sole plates, angle connections, etc. with hoisting and erecting in position Qtl 177.74922014285715 7404 Seven Thousand Four Hundred Four Rupees and No Paise

16.2 Applying priming coat with metal primer on new steel or iron work including prepartion of surface. Sqm 251.42857142857142 24 Twenty Four Rupees and No Paise

16.17 Painting two or more coats excluding priming coat with synthetic enamel paint all shades on wood work, metallic or plastered, concrete surface to give an even shade. Sqm 251.42857142857142 66

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 5.467500000000001 34 Thirty Four Rupees and No Paise

10.13 a (ii) Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type. Cum 0.36450000000000005 4670 Four Thousand Six Hundred Seventy Rupees and No Paise

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam ( vertical or battering ) Sqm 1.08 210 Two Hundred Ten Rupees and No Paise

Diff.in Rates of materials :

Bajri : Cum 0.33 -227.86400000000003 Minus Two Hundred Twenty Seven Rupees and Eighty Six Paise

Coarse sand : Cum 0.16 -143.79679999999985 Minus One Hundred Forty Three Rupees and Eighty Paise

From Lohand Khad

Extra rate for OPC Cement Bags 2.37 26.22 Twenty Six Rupees and Twenty Two Paise

Structural Steel MS Iron,Tees and angles Qtl 177.74922014285715 1430.968 One Thousand Four Hundred Thirty Rupees and Ninety Seven Paise

Carriage of Materials :

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

Bajri : Cum 0.33 680.948 Six Hundred Eighty Rupees and Ninety Five Paise

From Mirthal 204 km

Coarse sand : Cum 0.16 688.9730000000001 Six Hundred Eighty Eight Rupees and Ninety Seven Paise

From Lohand Khad 209 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)

Total : CSR Amount : ( Rs)

Road Cutting (B&R-Road Type -BT& IL)

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

1.Capital Works ' CSR based Items

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 33.25 292

8.6 (a) Lime concrete,cement concrete 1:6:12 or leaner mix. Cum 176 412 Four Hundred Twelve Rupees and No Paise

8.19 Dismantling brick or flagged stone flooring without concrete base. Sqm 390 28 Twenty Eight Rupees and No Paise

8.43 Taking out existing CC interlocking paver blocks from footpath/ central verge/pavement,including removal of rubbish etc., disposal of unserviceable material to the dumping ground,for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. Sqmt 1370 107 One Hundred Seven Rupees and No Paise

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)

Total : CSR Amount : ( Rs)

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

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

1.Capital Works ' CSR based Items

Earthwork excavation :

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

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

i All classes of soil except rocky Cum 2859.1425000000004 83 Eighty Three Rupees and No Paise

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 5202.17 34 Thirty Four Rupees and No Paise

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 5202.17 19.48 Nineteen Rupees and Forty Eight Paise

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 4560.17 30.794600000000003 Thirty Rupees and Seventy Nine Paise

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

30 - 60 m Cum 4560.17 6.6768 Six Rupees and Sixty Eight Paise

60 - 90 m Cum 4560.17 6.6768 Six Rupees and Sixty Eight Paise

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

90 - 120 m Cum 4560.17 3.5951999999999997 Three Rupees and Sixty Paise

120 - 150 m Cum 4560.17 3.5951999999999997 Three Rupees and Sixty Paise

150 - 180 m Cum 4560.17 3.5951999999999997 Three Rupees and Sixty Paise

180 - 210 m Cum 4560.17 3.5951999999999997 Three Rupees and Sixty Paise

210 - 240 m Cum 4560.17 3.5951999999999997 Three Rupees and Sixty Paise

270 - 300 m Cum 4560.17 3.5951999999999997 Three Rupees and Sixty Paise

10.13 a (ii) Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type. Cum 202.36125 4670 Four Thousand Six Hundred Seventy Rupees and No Paise

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 1150.9522788695656 5698 Five Thousand Six Hundred Ninety Eight Rupees and No Paise

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.

4.0 - 5.0 m Cum 86.00625 5743 Five Thousand Seven Hundred Forty Three Rupees and No Paise

5.0 - 6.0 m Cum 0.2116 5788 Five Thousand Seven Hundred Eighty Eight Rupees and No Paise

6.0 - 7.0 m ( Jack pully coloumns) Cum 0.2116 5833 Five Thousand Eight Hundred Thirty Three Rupees and No Paise

7.0 - 8.00 m Cum 0.2116 5878 Five Thousand Eight Hundred Seventy Eight Rupees and No Paise

8.0 - 9.00 m Cum 0.08464 5923 Five Thousand Nine Hundred Twenty Three Rupees and No Paise

Shuttering : ( Raft foundation - S & S tank)

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering.) Sqm 60.864999999999995 210 Two Hundred Ten Rupees and No Paise

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 2062.1000000000004 405 Four Hundred Five Rupees and No Paise

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.

4.0 -5.0 m Sqm 453.90000000000003 446 Four Hundred Forty Six Rupees and No Paise

5.0 - 6.0 m Sqm 45.389999999999844 487 Four Hundred Eighty Seven Rupees and No Paise

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 1082.9135188695652 6497 Six Thousand Four Hundred Ninety Seven Rupees and No Paise

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 102 209 Two Hundred Nine Rupees and No Paise

C / Shuttering : (Columns - Ramp)

9.4 Centering and shuttering for columns ( Square or rectangular or poly gonal in plan) Sqm 88.82782608695652 477 Four Hundred Seventy Seven Rupees and No Paise

4.0 - 5.0 m Sqm 3.68 518 Five Hundred Eighteen Rupees and No Paise

5.0 -6.0 m Sqm 3.68 559 Five Hundred Fifty Nine Rupees and No Paise

6.0 - 7.0 m Sqm 3.68 600 Six Hundred Rupees and No Paise

7.0 - 8.0 m Sqm 3.68 641 Six Hundred Forty One Rupees and No Paise

C / Shuttering : (Columns - Ramp)

9.4 Centering and shuttering for columns ( Square or rectangular or poly gonal in plan) Sqm 53.76000000000002 477 Four Hundred Seventy Seven Rupees and No Paise

C / Shuttering : (Beam)

9.6 Centering and shuttering for sides and soffits of beam,beams,launching girders,bressumers,lintels. Sqm 55.10320000000002 380 Three Hundred Eighty Rupees and No Paise

C / Shuttering : (Slab - Ramp)

9.8 Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. Sqm 301.76 532 Five Hundred Thirty Two Rupees and No Paise

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 Four Thousand One Hundred Eighteen Rupees and Forty Paise

Difference in Rates of materials :

Bajri : Cum 1233.7197345391307 -227.86400000000003 Minus Two Hundred Twenty Seven Rupees and Eighty Six Paise

Coarse sand : Cum 623.0457179139132 -143.79679999999985 Minus One Hundred Forty Three Rupees and Eighty Paise

From Lohand Khad

Steel Qtl 1082.9135188695652 1020.6500472 One Thousand Twenty Rupees and Sixty Five Paise

Extra rate for OPC Cement Bags 10841.558117295655 26.22 Twenty Six Rupees and Twenty Two Paise

Carriage of Materials :

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

Bajri : Cum 1233.7197345391307 680.948 Six Hundred Eighty Rupees and Ninety Five Paise

From Mirthal 204 km

Coarse sand : Cum 623.0457179139132 688.9730000000001 Six Hundred Eighty Eight Rupees and Ninety Seven Paise

From Lohand Khad 209 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)

Total : CSR Amount : ( Rs)

Raw Water Inlet Chamber to S & S Tank-I

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

1.Capital Works ' CSR based Items

Earthwork in excavation : (Mechanically)

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

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

i All classes of soil except rocky Cum 11.52 83 Eighty Three Rupees and No Paise

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 1.5360000000000014 34 Thirty Four Rupees and No Paise

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 1.5360000000000014 19.48 Nineteen Rupees and Forty Eight Paise

10.13 a (ii) Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type. Cum 0.7130000000000001 4670 Four Thousand Six Hundred Seventy Rupees and No Paise

M-30 : (plinth)

10.17 Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in foundation and plinth. Cum 7.024342481413401 5698 Five Thousand Six Hundred Ninety Eight Rupees and No Paise

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering.) Sqm 2.88 210 Two Hundred Ten Rupees and No Paise

C / Shuttering : ( walls)

9.2 Centering and shuttering for faces of walls,partitions,retaining walls and the like (vertical or battering) including attached pilasters,buttertsses etc. Sqm 38.480000000000004 405 Four Hundred Five Rupees and No Paise

C / Shuttering : ( slab)

9.8 Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. Sqm 3.8400000000000003 532 Five Hundred Thirty Two Rupees and No Paise

18.18 Cold twisted deformed (Ribbed/Tor Steel Bars) Fe 500 grade as per IS 1786-2008 for RCC works,where not including in the complete rate of RCC including bending,binding and placing in position complete. Qtl 7.2074739851307195 6497 Six Thousand Four Hundred Ninety Seven Rupees and No Paise

PVC Foot Steps :

29.35 Providing orange colour safety footrest of minimum 6 mm. thick plastic encapsulated as per IS : 10910 on 12 mm. dia.steel bar conforming to IS : 1786 having minimum cross section as 23 mm. x 25 mm. and over all minimum length 263 mm. and width as 165 mm.with minimum 112 mm.space between protured legs having 2 mm.tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm.as per stanard drawing and suitable to withstand the bend rest and chemical resistance test asper specifications and having manufactureers permanent identification mark to be visible even after fixing ,including fixing in manholes with 230 x 150 x 75 cm. cement concrete block 1:2:4 ( 1 cement : 2 sand : 4 stone aggregate) complete as per design. each 9 209 Two Hundred Nine Rupees and No Paise

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 One Thousand Nine Hundred Forty Two Rupees and No Paise

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

(e ) 250 mm.i/d Each 1 22337.15 Twenty Two Thousand Three Hundred Thirty Seven Rupees and Fifteen Paise

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

e 250 mm Each 2 1352.2 One Thousand Three Hundred Fifty Two Rupees and Twenty Paise

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

Pipe lines laid complete.

f 250 m 2 4872.75 Four Thousand Eight Hundred Seventy Two Rupees and Seventy Five Paise

GI Pipe : ( Rising Spindle for Valve Operation)

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

b 20 m 3.3 358.8336 Three Hundred Fifty Eight Rupees and Eighty Three Paise

Diff.rates of materials :

Bajri : Cum 6.612391109201391 -227.86400000000003 Minus Two Hundred Twenty Seven Rupees and Eighty Six Paise

Coarse sand : Cum 3.341317267007762 -143.79679999999985 Minus One Hundred Forty Three Rupees and Eighty Paise

From Lohand Khad

Steel Qtl 7.2074739851307195 1020.6500472 One Thousand Twenty Rupees and Sixty Five Paise

Extra rate for OPC Cement Bags 59 26.22 Twenty Six Rupees and Twenty Two Paise

Carriage of materials :

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

Bajri : Cum 6.612391109201391 680.948 Six Hundred Eighty Rupees and Ninety Five Paise

From Mirthal 204 km

Coarse sand : Cum 3.341317267007762 688.9730000000001 Six Hundred Eighty Eight Rupees and Ninety Seven Paise

From Lohand Khad 209 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)

1.Capital Works ' NON CSR based Items

Puddle Collar :

NS RUIDP SOR 2022-23 Code No. 19.63 Providing and fixing in position CI Puddle collar (approx. 1m length) inside the wall including all material labour as per Technical Specifications and as per direction of Engineer

19.63.6 250 mm.dia. Each 2 13700 Thirteen Thousand Seven Hundred Rupees and No Paise

Capital Works ' NON CSR based Items ( In Rs)

CSR based amount after adding 5.35% ( In Rs)

Non - CSR based amount ( In Rs)

Total : CSR + Non CSR Amount : ( Rs)

Raw Water Inlet Chamber to S & S Tank-II

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

1.Capital Works ' CSR based Items

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

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

i All classes of soil except rocky Cum 7.92 83

Extra depth excavation :

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

6.19 Excavation in Soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 Cum bucket capacity including cutting,trimming bottom and side slopes,in accordance with requirements of lines,grades and cross sections with all lifts and lead up to 30 m. Cum 1.06 34 Thirty Four Rupees and No Paise

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 1.06 19.48 Nineteen Rupees and Forty Eight Paise

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 1.06 30.794600000000003 Thirty Rupees and Seventy Nine Paise

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

30 - 60 m Cum 1.06 6.6768 Six Rupees and Sixty Eight Paise

60 - 90 m Cum 1.06 6.6768 Six Rupees and Sixty Eight Paise

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

90 - 120 m Cum 1.06 3.5951999999999997 Three Rupees and Sixty Paise

120 - 150 m Cum 1.06 3.5951999999999997 Three Rupees and Sixty Paise

150 - 180 m Cum 1.06 3.5951999999999997 Three Rupees and Sixty Paise

180 - 210 m Cum 1.06 3.5951999999999997 Three Rupees and Sixty Paise

210 - 240 m Cum 1.06 3.5951999999999997 Three Rupees and Sixty Paise

240 - 270 m Cum 1.06 3.5951999999999997 Three Rupees and Sixty Paise

270 - 300 m Cum 1.06 3.5951999999999997 Three Rupees and Sixty Paise

10.13 a (ii) Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type. Cum 0.48300000000000004 4670 Four Thousand Six Hundred Seventy Rupees and No Paise

M-30 : (plinth)

10.17 Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in foundation and plinth. Cum 4.881691762611934 5698 Five Thousand Six Hundred Ninety Eight Rupees and No Paise

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering.) Sqm 2.28 210 Two Hundred Ten Rupees and No Paise

C / Shuttering : ( walls)

9.2 Centering and shuttering for faces of walls,partitions,retaining walls and the like (vertical or battering) including attached pilasters,buttertsses etc. Sqm 28.080000000000002 405 Four Hundred Five Rupees and No Paise

C / Shuttering : ( slab)

9.8 Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. Sqm 2.2399999999999998 532 Five Hundred Thirty Two Rupees and No Paise

18.18 Cold twisted deformed (Ribbed/Tor Steel Bars) Fe 500 grade as per IS 1786-2008 for RCC works,where not including in the complete rate of RCC including bending,binding and placing in position complete. Qtl 5.093353410089546 6497 Six Thousand Four Hundred Ninety Seven Rupees and No Paise

PVC Foot Steps :

29.35 Providing orange colour safety footrest of minimum 6 mm. thick plastic encapsulated as per IS : 10910 on 12 mm. dia.steel bar conforming to IS : 1786 having minimum cross section as 23 mm. x 25 mm. and over all minimum length 263 mm. and width as 165 mm.with minimum 112 mm.space between protured legs having 2 mm.tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm.as per stanard drawing and suitable to withstand the bend rest and chemical resistance test asper specifications and having manufactureers permanent identification mark to be visible even after fixing ,including fixing in manholes with 230 x 150 x 75 cm. cement concrete block 1:2:4 ( 1 cement : 2 sand : 4 stone aggregate) complete as per design. each 9 209 Two Hundred Nine Rupees and No Paise

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 One Thousand Nine Hundred Forty Two Rupees and No Paise

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

(e ) 250 mm.i/d Each 1 22337.15 Twenty Two Thousand Three Hundred Thirty Seven Rupees and Fifteen Paise

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

e 250 mm Each 2 1352.2 One Thousand Three Hundred Fifty Two Rupees and Twenty Paise

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

Pipe lines laid complete.

f 250 mm.i/d. m 2 4872.75 Four Thousand Eight Hundred Seventy Two Rupees and Seventy Five Paise

GI Pipe : ( Rising Spindle for Valve Operation)

b 20 mm.i/d. m 2 358.8336 Three Hundred Fifty Eight Rupees and Eighty Three Paise

Diff.rates of materials :

Bajri : Cum 4.584137998220144 -227.86400000000003 Minus Two Hundred Twenty Seven Rupees and Eighty Six Paise

From Lohand Khad

Steel Qtl 5.093353410089546 1020.6500472 One Thousand Twenty Rupees and Sixty Five Paise

Extra rate for OPC Cement Bags 41 26.219683840000002 Twenty Six Rupees and Twenty Two Paise

Carriage of materials :

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

Bajri : Cum 4.584137998220144 680.948 Six Hundred Eighty Rupees and Ninety Five Paise

From Mirthal 204 km

Coarse sand : Cum 2.3164774579231318 688.9730000000001 Six Hundred Eighty Eight Rupees and Ninety Seven Paise

From Lohand Khad 209 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)

1.Capital Works ' NON CSR based Items

Puddle Collar :

RUIDP SOR 2022-23 Code No. 19.63 Providing and fixing in position CI Puddle collar (approx. 1m length) inside the wall including all material labour as per Technical Specifications and as per direction of Engineer

19.63.6 250 mm.dia. Each 2 13700 Thirteen Thousand Seven Hundred Rupees and No Paise

Capital Works ' NON CSR based Items ( In Rs)

CSR based amount after adding 5.35% ( In Rs)

Non - CSR based amount ( In Rs)

Total : CSR + Non CSR Amount : ( Rs)

Raw Water Outlet Valve Chamber

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

1.Capital Works ' CSR based Items

Earthwork in excavation : (Mechanically)

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

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

i All classes of soil except rocky Cum 20.535000000000004 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 28.749000000000002 34 Thirty Four Rupees and No Paise

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 28.749000000000002 19.48 Nineteen Rupees and Forty Eight Paise

10.13 a (ii) Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type. Cum 1.2960000000000003 4670 Four Thousand Six Hundred Seventy Rupees and No Paise

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 12.055951995187918 5698 Five Thousand Six Hundred Ninety Eight Rupees and No Paise

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.

4.0 - 5.0 m Cum 0.2249999999999992 5743 Five Thousand Seven Hundred Forty Three Rupees and No Paise

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering.) Sqm 3.3600000000000003 210 Two Hundred Ten Rupees and No Paise

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 Four Hundred Five Rupees and No Paise

C / Shuttering > 4.0 m

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

> 4.0 m. ( 4.0 -5.0 m) Sqm 1.8000000000000003 446 Four Hundred Forty Six Rupees and No Paise

C / Shuttering : ( slab)

9.8 Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. Sqm 5.510000000000001 532 Five Hundred Thirty Two Rupees and No Paise

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 13.059361596150335 6497 Six Thousand Four Hundred Ninety Seven Rupees and No Paise

PVC Foot Steps :

29.35 Providing orange colour safety footrest of minimum 6 mm. thick plastic encapsulated as per IS : 10910 on 12 mm. dia.steel bar conforming to IS : 1786 having minimum cross section as 23 mm. x 25 mm. and over all minimum length 263 mm. and width as 165 mm.with minimum 112 mm.space between protured legs having 2 mm.tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm.as per stanard drawing and suitable to withstand the bend rest and chemical resistance test asper specifications and having manufactureers permanent identification mark to be visible even after fixing ,including fixing in manholes with 230 x 150 x 75 cm. cement concrete block 1:2:4 ( 1 cement : 2 sand : 4 stone aggregate) complete as per design. each 14 209 Two Hundred Nine Rupees and No Paise

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 One Thousand Nine Hundred Forty Two Rupees and No Paise

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

(e ) 250 mm.i/d Each 2 22337.15 Twenty Two Thousand Three Hundred Thirty Seven Rupees and Fifteen Paise

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

e 250 mm Each 4 1352.2 One Thousand Three Hundred Fifty Two Rupees and Twenty Paise

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

Pipe lines laid complete.

f 250 mm.i/d. m 2 4872.75 Four Thousand Eight Hundred Seventy Two Rupees and Seventy Five Paise

GI Pipe : ( Rising Spindle for Valve Operation)

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

b 20 mm.i/d. m 8.899999999999999 358.8336 Three Hundred Fifty Eight Rupees and Eighty Three Paise

Diff.rates of materials :

Bajri : Cum 11.60520919590973 -227.86400000000003 Minus Two Hundred Twenty Seven Rupees and Eighty Six Paise

Coarse sand : Cum 5.864009357930804 -143.79679999999985 Minus One Hundred Forty Three Rupees and Eighty Paise

From Lohand Khad

Steel Qtl 13.059361596150335 1020.6500472 One Thousand Twenty Rupees and Sixty Five Paise

Extra rate for OPC Cement Bags 103 26.219683840000002 Twenty Six Rupees and Twenty Two Paise

Carriage of materials :

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

Bajri : Cum 11.60520919590973 680.948 Six Hundred Eighty Rupees and Ninety Five Paise

From Mirthal 204 km

Coarse sand : Cum 5.864009357930804 688.9730000000001 Six Hundred Eighty Eight Rupees and Ninety Seven Paise

From Lohand Khad 209 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)

1.Capital Works ' NON CSR based Items

Puddle Collar :

RUIDP SOR 2022-23 Code No. 19.63 Providing and fixing in position CI Puddle collar (approx. 1m length) inside the wall including all material labour as per Technical Specifications and as per direction of Engineer

19.63.6 250 mm.dia. Each 1 13700 Thirteen Thousand Seven Hundred Rupees and No Paise

Capital Works ' NON CSR based Items ( In Rs)

CSR based amount after adding 5.35% ( In Rs)

Non - CSR based amount ( In Rs)

Total : CSR + Non CSR Amount : ( Rs)

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

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

10.17 Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in foundation and plinth. Cum 39.30132409640831 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.

4.0 -5.0 m Cum 9.825331024102077 5743 Five Thousand Seven Hundred Forty Three Rupees and No Paise

5.0 -6.0 m Cum 9.825331024102077 5788 Five Thousand Seven Hundred Eighty Eight Rupees and No Paise

C / Shuttering : ( Columns)

9.5 Centering and shuttering for columns ( Circular or curved in plain) Sqm 314.41059277126647 482 Four Hundred Eighty Two Rupees and No Paise

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.

4.0 - 5.0 m Sqm 78.60264819281662 523 Five Hundred Twenty Three Rupees and No Paise

5.0 - 6.0 m Sqm 78.60264819281662 564 Five Hundred Sixty Four Rupees and No Paise

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 58.95198614461246 6497 Six Thousand Four Hundred Ninety Seven Rupees and No Paise

Diff.rates of materials :

Bajri : Cum 50.109188222920594 -227.86400000000003 Minus Two Hundred Twenty Seven Rupees and Eighty Six Paise

From Mirthal 192 km

Coarse sand : Cum 25.349354042183357 -143.79679999999985 Minus One Hundred Forty Three Rupees and Eighty Paise

From Lohand Khad 199 km

Steel Qtl 58.95198614461246 1020.6500472 One Thousand Twenty Rupees and Sixty Five Paise

Extra rate for OPC Cement Bags 453.93029331351596 26.219683840000002 Twenty Six Rupees and Twenty Two Paise

Carriage of materials :

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

Bajri : Cum 50.109188222920594 680.948 Six Hundred Eighty Rupees and Ninety Five Paise

From Mirthal 192 km

Coarse sand : Cum 25.349354042183357 688.9730000000001 Six Hundred Eighty Eight Rupees and Ninety Seven Paise

From Lohand Khad 199 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)

Total : CSR Amount : ( Rs)

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

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

1.Capital Works ' CSR based Items

Estimation for RW Sump

Earthwork excavation :

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

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

i All classes of soil except rocky Cum 54.09749999999999 83

Extra depth excavation :

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

6.19 Excavation in Soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 Cum bucket capacity including cutting,trimming bottom and side slopes,in accordance with requirements of lines,grades and cross sections with all lifts and lead up to 30 m. Cum 148.07399999999996 34 Thirty Four Rupees and No Paise

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 148.07399999999996 19.48 Nineteen Rupees and Forty Eight Paise

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 132.07999999999998 30.794600000000003 Thirty Rupees and Seventy Nine Paise

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

30 - 60 m Cum 132.07999999999998 6.6768 Six Rupees and Sixty Eight Paise

60 - 90 m Cum 132.07999999999998 6.6768 Six Rupees and Sixty Eight Paise

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

90 - 120 m Cum 132.07999999999998 3.5951999999999997 Three Rupees and Sixty Paise

120 - 150 m Cum 132.07999999999998 3.5951999999999997 Three Rupees and Sixty Paise

150 - 180 m Cum 132.07999999999998 3.5951999999999997 Three Rupees and Sixty Paise

180 - 210 m Cum 132.07999999999998 3.5951999999999997 Three Rupees and Sixty Paise

210 - 240 m Cum 132.07999999999998 3.5951999999999997 Three Rupees and Sixty Paise

240 - 270 m Cum 132.07999999999998 3.5951999999999997 Three Rupees and Sixty Paise

270 - 300 m Cum 132.07999999999998 3.5951999999999997 Three Rupees and Sixty Paise

10.13 a (ii) Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type. Cum 3.1679999999999993 4670 Four Thousand Six Hundred Seventy Rupees and No Paise

M-30 : Plinth level

10.17 Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in foundation and plinth. Cum 43.37878749999999 5698 Five Thousand Six Hundred Ninety Eight Rupees and No Paise

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.

4.0 - 5.0 m Cum 7.515 5743 Five Thousand Seven Hundred Forty Three Rupees and No Paise

5.0 - 6.0 m Cum 7.515 5788 Five Thousand Seven Hundred Eighty Eight Rupees and No Paise

Shuttering : ( Raft foundation)

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering.) Sqm 6.719999999999999 210 Two Hundred Ten Rupees and No Paise

C / Shuttering : ( Walls)

9.2 Centering and shuttering for faces of walls,partitions,retaining walls and the like (vertical or battering) including attached pilasters,buttertsses etc. Sqm 136.79999999999998 405 Four Hundred Five Rupees and No Paise

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

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

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

4.0 - 5.0 m Sqm 34.199999999999996 446 Four Hundred Forty Six Rupees and No Paise

5.0 - 6.0 m Sqm 34.199999999999996 487 Four Hundred Eighty Seven Rupees and No Paise

C / Shuttering : (Columns)

9.4 Centering and shuttering for columns ( Square or rectangular or poly gonal in plan) Sqm 50.4 477 Four Hundred Seventy Seven Rupees and No Paise

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

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

4.0 - 5.0 m Sqm 12.6 518 Five Hundred Eighteen Rupees and No Paise

5.0 - 6.0 m Sqm 12.6 559 Five Hundred Fifty Nine Rupees and No Paise

C / Shuttering : (Slab)

9.8 Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. Sqm 15.124999999999995 532 Five Hundred Thirty Two Rupees and No Paise

18.18 Cold twisted deformed (Ribbed/Tor Steel Bars) Fe 500 grade as per IS 1786-2008 for RCC works,where not including in the complete rate of RCC including bending,binding and placing in position complete. Qtl 62.0389725 6497 Six Thousand Four Hundred Ninety Seven Rupees and No Paise

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 44 209 Two Hundred Nine Rupees and No Paise

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 One Thousand Nine Hundred Forty Two Rupees and No Paise

Diff.rates of materials :

Bajri : Cum 46.11 -227.86400000000003 Minus Two Hundred Twenty Seven Rupees and Eighty Six Paise

Coarse sand : Cum 23.31 -143.79679999999985 Minus One Hundred Forty Three Rupees and Eighty Paise

From Lohand Khad

Steel Qtl 62.0389725 1020.6500472 One Thousand Twenty Rupees and Sixty Five Paise

Extra rate for OPC Cement Bags 412.46999999999997 26.22

Carriage of materials :

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

Bajri : Cum 46.11 680.948 Six Hundred Eighty Rupees and Ninety Five Paise

From Mirthal 192 km

Coarse sand : Cum 23.31 688.9730000000001 Six Hundred Eighty Eight Rupees and Ninety Seven Paise

From Lohand Khad 199 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)

Total : CSR Amount : ( Rs)

Pumping Station, Panel Room Combined (Above GL)

Brick masonary work (1:5) :

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

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

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

Brick masonary work (1:5) : 4.0 - 6.0 m Cum 7.6728000000000005 5332 Five Thousand Three Hundred Thirty Two Rupees and No Paise

10.13 a (ii) Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type. Cum 6.486 4670 Four Thousand Six Hundred Seventy Rupees and No Paise

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

10.11a (ii) Cement concrete 1:4:8 with stone ballast 20 mm.gauge mixing by mechanical means using concrete mixer volumetric type. Cum 8.6043 3630 Three Thousand Six Hundred Thirty Rupees and No Paise

10.26 Damp proof course 4 cm. thick of cement concrete 1:2:4 with two coats of bitumen 20/30 penetration at 1.65 kg per Sqm.laid hot and sanded. Sqm 7.654400000000001 331 Three Hundred Thirty One Rupees and No Paise

10.22 Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixture as per IS : 1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in superstructure. Cum 30.0177097796077 6449 Six Thousand Four Hundred Forty Nine Rupees and No Paise

Extra height Concrete :

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

Above 4.0 m.height :

4.0 - 5.0 m Cum 1.6694999999999998 6494 Six Thousand Four Hundred Ninety Four Rupees and No Paise

5.0 - 6.0 m Cum 1.1024999999999998 6539 Six Thousand Five Hundred Thirty Nine Rupees and No Paise

18.18 Cold twisted deformed (Ribbed/Tor Steel bar) Bars Fe 500 grade as per IS : 1786-2008, for R.C.C. works,where not including in the complete rate of R.C.C. including bending and binding,placing in position complete. Qtl 28.220000000000002 6497 Six Thousand Four Hundred Ninety Seven Rupees and No Paise

C / Shuttering : (Columns)

9.4 Centering and shuttering for columns ( Square or rectangular or poly gonal in plan) Sqm 50.4 477 Four Hundred Seventy Seven Rupees and No Paise

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

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

C / Shuttering > 4.0 m.height : ( Columns) Sqm 17.2575 518 Five Hundred Eighteen Rupees and No Paise

C / Shuttering > 4.0 m.height : ( Columns) Sqm 12.6 559 Five Hundred Fifty Nine Rupees and No Paise

> 4.0 m.height :

5.0 - 6.0 m 74.6744 614 Six Hundred Fourteen Rupees and No Paise

C/shuttering : ( Lintels)

9.6 Centering and Shuttering for sides and soffits of beam,beams,launchings,girders,bressumers,lintels. Sqm 26.36431853071796 380 Three Hundred Eighty Rupees and No Paise

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

15.9 12.5 mm.thick cement plaster 1:4. Sqm 112.19919475546264 189 One Hundred Eighty Nine Rupees and No Paise

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

15.7 12.5 mm.thick cement plaster 1:2 . Sqm 259.797 213 Two Hundred Thirteen Rupees and No Paise

White washing :

16.3 White washing (Three coat) Sqm 371.9961947554627 15 Fifteen Rupees and No Paise

Preparation of plastered surface :

16.6 Prepartion of plastered surfaces for distempering including surface,applying filling with approved quality filler consisting of plaster o Paris and chalk mitti,including finishing the surface to the required finish complete. Sqm 259.797 61 Sixty One Rupees and No Paise

16.7 Distempering with dry distemper of approved manufacture two or more coats over one priming coat to give an even shade. Sqm 112.19919475546264 63 Sixty Three Rupees and No Paise

Oil Bound Distemper :

16.1 Distempering with Acrylic washable oil bound distemper (of approved manufacture) two or more coats over one priming coat to give an even shade. Sqm 259.797 75 Seventy Five Rupees and No Paise

Earth filling under floors :

6.8 / (a) / (ii) Earth filling under floors with surplus soil containing more than 40% gravel or kanker excavated from foundation and taken only from outside the building plinth in 15 cm. layers including ramming, watering and consolidating lead upto 30 metres. Cum 91.80180000000001 113 One Hundred Thirteen Rupees and No Paise

Ironite flooring:

14.4 50 mm.thick ironite ( Metallic floor hardner to be mixed with Granolithic topping for heavy duty floors ) floor consisting of 40 mm.thick cement concrete 1:2:4 base and top layer 10 mm. thick laid with one part of ironite and grey cement mixed together in the ratio of 1:4 by weight to two parts of hard granite chippings 6 mm gauge by volume finished smooth with hard rubbing. Sqm 42.4 781 Seven Hundred Eighty One Rupees and No Paise

Steel windows and ventilators :

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

(b) Above one Sqm Area kg 62.4 108 One Hundred Eight Rupees and No Paise

18.23 Fixing steel windows in walls with lugs,embedded in 15 cm x 12 cm x 7.5 cm. of cement concrete block of 1:2:4 mix,including,cost of cement concrete for lugs. Sqm 9.84 240 Two Hundred Forty Rupees and No Paise

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

(a) Glass panes 3 mm. or 8.44 kg /Sqm up to 0.4 Sqm.area. Sqm 13.08 512 Five Hundred Twelve Rupees and No Paise

Rolling Shutter :

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

11.36 115 mm. thick brick wall laid in cement sand mortar 1:4 without reinforcement in superstructure. Sqm 8.394 640 Six Hundred Forty Rupees and No Paise

CC 1:2:4 : ( coping )

10.13 a (ii) Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type. Cum 2.0985 4670 Four Thousand Six Hundred Seventy Rupees and No Paise

Cement Concrete 1:2:4 gola :

13.55 Cement concrete 1:2:4 gola 10 cm.x 10 cm. concave quadrant along junction of roofs with parapet wall finished smooth,where specially specified. Mtr 27.98 65 Sixty Five Rupees and No Paise

13.45 Top khurra 0.6 m. x 0.6 m. for rain water pipe in 25 mm.thick cement concrete 1:2:4 over 50 mm.thick cement concrete 1:8:16. Nos. 4 95

Bottom Khurra :

13.51 Bottom Khurra on ground 1.2 m x 0.6 m consisting of bricks on edge laid in cement mortar 1:3 over 7.5 cm.cement concrete 1:8:16, including 12.5 mm. thick cement plaster 1:3 Nos. 4 677 Six Hundred Seventy Seven Rupees and No Paise

11.42 Providing 75 mm.first class brick drip course at junction of roof and walls laid in cement sand mortar 1:4 including dressing of bricks. Rmt 27.98 121 One Hundred Twenty One Rupees and No Paise

Dry Brick edge paving :

14.18 Dry brick on edge paving sand grouted over 50 mm. thick earth and mud plaster. Sqm 5.75 463 Four Hundred Sixty Three Rupees and No Paise

CI Rain water pipes :

13.41 Providing and fixing cast iron 100 mm dia, rain water pipe with screw and wooden plugs fixed on wall-face, including filling joints with spun yarn and cement mortar 1:2 excluding head and shoe etc. m 13.98 1154 One Thousand One Hundred Fifty Four Rupees and No Paise

13.42 Providing and fixing cast iron head for rain water pipe on wooden plugs fixed on wall-face including filling the joints with spun yarn and cement mortar 1:2. nos. 4 774 Seven Hundred Seventy Four Rupees and No Paise

13.43 Providing and fixing cast iron shoe for rain water pipe on wooden plugs fixed on wall face including filling the joints with spun yarn and cement mortar 1:2. nos. 4 774 Seven Hundred Seventy Four Rupees and No Paise

Embedding of CI Rain water pipes :

13.44 Embedding 100 mm.C.I.rain water pipe non-pressure I.S.I. Mark pipe in cement mortar during masonary work. m 4 1029 One Thousand Twenty Nine Rupees and No Paise

Estimation for Store Room : 4.0 x 5.30m ( I / dimn)

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

(a) For ordinary gravel soil involving pick work: Cum 11.295000000000002 263 Two Hundred Sixty Three Rupees and No Paise

10.13 a (ii) Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type. Cum 1.6500000000000001 4670 Four Thousand Six Hundred Seventy Rupees and No Paise

10.17 Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in foundation and plinth. Cum 0.6555833333333334 5698 Five Thousand Six Hundred Ninety Eight Rupees and No Paise

Brick masonary work in cm 1:5 :

11.5 First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. Cum 4.4292 5013 Five Thousand Thirteen Rupees and No Paise

Diff.rates of materials :

Bajri : Cum 53.510000000000005 -227.86400000000003 Minus Two Hundred Twenty Seven Rupees and Eighty Six Paise

Coarse sand : Cum 32.05 -143.79679999999985 Minus One Hundred Forty Three Rupees and Eighty Paise

From Lohand Khad

Bricks : ( / 1000 nos) 15.10906 164.1399999999997 One Hundred Sixty Four Rupees and Fourteen Paise

Steel Qtl 28.220000000000002 1020.6500472 One Thousand Twenty Rupees and Sixty Five Paise

Extra rate for OPC Cement Bags 441.22 26.219683840000002 Twenty Six Rupees and Twenty Two Paise

Carriage of materials :

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

Bajri : Cum 53.510000000000005 680.948 Six Hundred Eighty Rupees and Ninety Five Paise

From Mirthal 204 km

Coarse sand : Cum 32.05 688.9730000000001 Six Hundred Eighty Eight Rupees and Ninety Seven Paise

From Lohand Khad 209 km

Fine sand : (20 km) Jalalabad Cum 2.04 182.756 One Hundred Eighty Two Rupees and Seventy Six Paise

Carriage of materials :

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)

Total : CSR Amount : ( Rs)

5(i) Water Treatment Plant 3.0 MLD Capacity (22 Hrs @136.25 KLH)

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

1.Capital Works ' NON CSR based Items

1 13.2.1 PHED, Raj. BSR (2023-24) Design, construction, testing and commissioning of Rapid Gravity Filter Treatment Plant including all relevant Civil, Electrical, Mechanical, Instrumentation, automization and SCADA works, Chemical Building and Stores along with ancillary civil works as defined in Scope of work, Technical Specification and provisions of CPHEEO Manuals for the 3.0 MLD capacity (22 Hrs @136.25 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 3 4379000 Forty Three Lacs Seventy Nine Thousand Rupees and No Paise

Capital Works ' NON CSR based Items ( In Rs)

Total : Non CSR Amount : ( Rs)

Mixing Chamber to CWR

Sl.no. Reference Particulars of Items and details of works Unit Quantity Rate (Rs) Rate in words (Rs) Amount (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 17.76 83 Eighty Three Rupees and No Paise

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 26.048000000000002 34 Thirty Four Rupees and No Paise

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 26.048000000000002 19.48 Nineteen Rupees and Forty Eight Paise

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 18.048000000000002 30.794600000000003 Thirty Rupees and Seventy Nine Paise

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

30 - 60 m Cum 18.048000000000002 6.6768 Six Rupees and Sixty Eight Paise

60 - 90 m Cum 18.048000000000002 6.6768 Six Rupees and Sixty Eight Paise

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

90 - 120 m Cum 18.048000000000002 3.5951999999999997 Three Rupees and Sixty Paise

120 - 150 m Cum 18.048000000000002 3.5951999999999997 Three Rupees and Sixty Paise

150 - 180 m Cum 18.048000000000002 3.5951999999999997 Three Rupees and Sixty Paise

180 - 210 m Cum 18.048000000000002 3.5951999999999997 Three Rupees and Sixty Paise

210 - 240 m Cum 18.048000000000002 3.5951999999999997 Three Rupees and Sixty Paise

240 - 270 m Cum 18.048000000000002 3.5951999999999997 Three Rupees and Sixty Paise

270 - 300 m Cum 18.048000000000002 3.5951999999999997 Three Rupees and Sixty Paise

10.13 a (ii) Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type. Cum 1.116 4670 Four Thousand Six Hundred Seventy Rupees and No Paise

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 12.170575222039234 5698 Five Thousand Six Hundred Ninety Eight Rupees and No Paise

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.

4.0 - 5.0 m Cum 2.460000000000001 5743 Five Thousand Seven Hundred Forty Three Rupees and No Paise

5.0 - 6.0 m Cum 1.697054870393785 5788 Five Thousand Seven Hundred Eighty Eight Rupees and No Paise

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering.) Sqm 4.02 210 Two Hundred Ten Rupees and No Paise

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 65.6 405 Four Hundred Five Rupees and No Paise

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.

4.0 - 5.0 m Sqm 16.4 446 Four Hundred Forty Six Rupees and No Paise

5.0 - 6.0 m Sqm 6.5600000000000005 487 Four Hundred Eighty Seven Rupees and No Paise

C / Shuttering : ( slab)

9.8 Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. Sqm 5 532 Five Hundred Thirty Two Rupees and No Paise

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 17.36393416276211 6497 Six Thousand Four Hundred Ninety Seven Rupees and No Paise

PVC Foot Steps :

29.35 Providing orange colour safety footrest of minimum 6 mm. thick plastic encapsulated as per IS : 10910 on 12 mm. dia.steel bar conforming to IS : 1786 having minimum cross section as 23 mm. x 25 mm. and over all minimum length 263 mm. and width as 165 mm.with minimum 112 mm.space between protured legs having 2 mm.tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm.as per stanard drawing and suitable to withstand the bend rest and chemical resistance test asper specifications and having manufactureers permanent identification mark to be visible even after fixing ,including fixing in manholes with 230 x 150 x 75 cm. cement concrete block 1:2:4 ( 1 cement : 2 sand : 4 stone aggregate) complete as per design. Each 18 209 Two Hundred Nine Rupees and No Paise

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 One Thousand Nine Hundred Forty Two Rupees and No Paise

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 106.65599999999999 80 Eighty Rupees and No Paise

Cement Primer :

16.31 Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surface. Sqm 106.65599999999999 21 Twenty One Rupees and No Paise

Difference in rates of materials :

Bajri : Cum 14.882885578568066 -227.86400000000003 Minus Two Hundred Twenty Seven Rupees and Eighty Six Paise

Coarse sand : Cum 7.523080939746198 -143.79679999999985 Minus One Hundred Forty Three Rupees and Eighty Paise

From Lohand Khad

Steel Qtl 17.36393416276211 1020.6500472 One Thousand Twenty Rupees and Sixty Five Paise

Extra rate for OPC Cement Bags 133 26.219683840000002

Carriage of materials :

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

Bajri : Cum 14.882885578568066 680.948 Six Hundred Eighty Rupees and Ninety Five Paise

From Mirthal 204 km

Coarse sand : Cum 7.523080939746198 688.9730000000001 Six Hundred Eighty Eight Rupees and Ninety Seven Paise

From Lohand Khad 209 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)

1.Capital Works ' NON CSR based Items

Providing and Applying Food grade Epoxy based water proof coat :

Telengana CSR 2023 - 24 Buildings 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 79.99199999999999 332 Three Hundred Thirty Two Rupees and No Paise

Capital Works ' NON CSR based Items ( In Rs)

CSR based amount after adding 5.35% ( In Rs)

Non - CSR based amount ( In Rs)

Total : CSR + Non CSR Amount : ( Rs)

Inlet Valve Chamber to CWR

Sl.no. Reference Particulars of Items and details of works Unit Quantity Rate (Rs) Rate in words (Rs) Amount (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 20.159999999999997 83 Eighty Three Rupees and No Paise

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 28.895999999999994 34 Thirty Four Rupees and No Paise

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 28.895999999999994 19.48 Nineteen Rupees and Forty Eight Paise

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 20.895999999999994 30.794600000000003 Thirty Rupees and Seventy Nine Paise

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

30 - 60 m Cum 20.895999999999994 6.6768 Six Rupees and Sixty Eight Paise

60 - 90 m Cum 20.895999999999994 6.6768 Six Rupees and Sixty Eight Paise

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

90 - 120 m Cum 20.895999999999994 3.5951999999999997 Three Rupees and Sixty Paise

120 - 150 m Cum 20.895999999999994 3.5951999999999997 Three Rupees and Sixty Paise

150 - 180 m Cum 20.895999999999994 3.5951999999999997 Three Rupees and Sixty Paise

180 - 210 m Cum 20.895999999999994 3.5951999999999997 Three Rupees and Sixty Paise

210 - 240 m Cum 20.895999999999994 3.5951999999999997 Three Rupees and Sixty Paise

240 - 270 m Cum 20.895999999999994 3.5951999999999997 Three Rupees and Sixty Paise

270 - 300 m Cum 20.895999999999994 3.5951999999999997 Three Rupees and Sixty Paise

10.13 a (ii) Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type. Cum 1.271 4670 Four Thousand Six Hundred Seventy Rupees and No Paise

10.17 Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in foundation and plinth. Cum 13.195656533762307 5698 Five Thousand Six Hundred Ninety Eight Rupees and No Paise

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering.) Sqm 3.6 210 Two Hundred Ten Rupees and No Paise

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 72.67999999999999 405 Four Hundred Five Rupees and No Paise

18.18 Cold twisted deformed (Ribbed/Tor Steel Bars) Fe 500 grade as per IS 1786-2008 for RCC works,where not including in the complete rate of RCC including bending,binding and placing in position complete. Qtl 14.012287840514768 6497 Six Thousand Four Hundred Ninety Seven Rupees and No Paise

PVC Foot Steps :

29.35 Providing orange colour safety footrest of minimum 6 mm. thick plastic encapsulated as per IS : 10910 on 12 mm. dia.steel bar conforming to IS : 1786 having minimum cross section as 23 mm. x 25 mm. and over all minimum length 263 mm. and width as 165 mm.with minimum 112 mm.space between protured legs having 2 mm.tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm.as per stanard drawing and suitable to withstand the bend rest and chemical resistance test asper specifications and having manufactureers permanent identification mark to be visible even after fixing ,including fixing in manholes with 230 x 150 x 75 cm. cement concrete block 1:2:4 ( 1 cement : 2 sand : 4 stone aggregate) complete as per design. each 13 209 Two Hundred Nine Rupees and No Paise

Pre Cast Slab Cover :

Rate analsysis attached based on CSR Pre Cast Slab Cover over Chamber No 5 2188 Two Thousand One Hundred Eighty Eight Rupees and No Paise

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

(e ) 250 mm.i/d Each 2 22337.15 Twenty Two Thousand Three Hundred Thirty Seven Rupees and Fifteen Paise

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

(e) 250 mm.i/d m 10 3528.0640000000003 Three Thousand Five Hundred Twenty Eight Rupees and Six Paise

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 15.232121578447456 115.81 One Hundred Fifteen Rupees and Eighty One Paise

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.

b 20 mm.i/d. m 8.899999999999999 358.8336 Three Hundred Fifty Eight Rupees and Eighty Three Paise

Diff. rates of materials :

Bajri : Cum 12.360208053697962 -227.86400000000003 Minus Two Hundred Twenty Seven Rupees and Eighty Six Paise

Coarse sand : Cum 6.246082309517792 -143.79679999999985 Minus One Hundred Forty Three Rupees and Eighty Paise

From Lohand Khad

Steel Qtl 14.012287840514768 1020.6500472 One Thousand Twenty Rupees and Sixty Five Paise

Extra rate for OPC Cement Bags 110 26.219683840000002 Twenty Six Rupees and Twenty Two Paise

Carriage of materials :

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

Bajri : Cum 12.360208053697962 680.948 Six Hundred Eighty Rupees and Ninety Five Paise

From Mirthal 204 km

Coarse sand : Cum 6.246082309517792 688.9730000000001 Six Hundred Eighty Eight Rupees and Ninety Seven Paise

From Lohand Khad 209 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)

Total : CSR Amount : ( Rs)

Chlorine Contact tank

Sl.no. Reference Particulars of Items and details of works Unit Quantity Rate (Rs) Rate in words (Rs) Amount (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 49.729687500000004 83 Eighty Three Rupees and No Paise

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 74.59453125 34 Thirty Four Rupees and No Paise

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 74.59453125 19.48 Nineteen Rupees and Forty Eight Paise

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 50.59453125 30.794600000000003 Thirty Rupees and Seventy Nine Paise

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

30 - 60 m Cum 50.59453125 6.6768 Six Rupees and Sixty Eight Paise

60 - 90 m Cum 50.59453125 6.6768 Six Rupees and Sixty Eight Paise

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

90 - 120 m Cum 50.59453125 3.5951999999999997 Three Rupees and Sixty Paise

120 - 150 m Cum 50.59453125 3.5951999999999997 Three Rupees and Sixty Paise

150 - 180 m Cum 50.59453125 3.5951999999999997 Three Rupees and Sixty Paise

180 - 210 m Cum 50.59453125 3.5951999999999997 Three Rupees and Sixty Paise

210 - 240 m Cum 50.59453125 3.5951999999999997 Three Rupees and Sixty Paise

240 - 270 m Cum 50.59453125 3.5951999999999997 Three Rupees and Sixty Paise

270 - 300 m Cum 50.59453125 3.5951999999999997 Three Rupees and Sixty Paise

10.13 a (ii) Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type. Cum 3.0103125000000004 4670 Four Thousand Six Hundred Seventy Rupees and No Paise

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 52.36821875 5698 Five Thousand Six Hundred Ninety Eight Rupees and No Paise

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.

4.0 -5.0 m Cum 9.04708125 5743 Five Thousand Seven Hundred Forty Three Rupees and No Paise

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering.) Sqm 25.786437499999998 210 Two Hundred Ten Rupees and No Paise

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 336.71500000000003 405 Four Hundred Five Rupees and No Paise

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.

4.0 -5.0 Sqm 20.53375 446 Four Hundred Forty Six Rupees and No Paise

C / Shuttering : ( Columns)

9.4 Centering and shuttering for columns ( Square or rectangular or poly gonal in plain) Sqm 16.799999999999997 477 Four Hundred Seventy Seven Rupees and No Paise

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.

4.0 - 5.0 m Sqm 4.199999999999999 518 Five Hundred Eighteen Rupees and No Paise

C / Shuttering : ( Beam )

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

C / Shuttering > 4.0 m.height :

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

4.0 - 5.0 m Sqm 12.7925 421 Four Hundred Twenty One Rupees and No Paise

C / Shuttering : ( Slab )

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

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.

4.0 - 5.0 m Sqm 24.466250000000006 573 Five Hundred Seventy Three Rupees and No Paise

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 64.87068375 6497 Six Thousand Four Hundred Ninety Seven Rupees and No Paise

Pre Cast Slab Cover over Chamber :

Based on CSR Pre Cast Slab Cover over Chamber Each 12 684 Six Hundred Eighty Four Rupees and No Paise

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 343.536 80 Eighty Rupees and No Paise

Cement Primer :

16.31 Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surface. Sqm 343.536 21 Twenty One Rupees and No Paise

Diff.rates of materials :

Bajri : Cum 54.91228625 -227.86400000000003 Two Hundred Twenty Seven Rupees and Eighty Six Paise

From Lohand Khad

Steel Qtl 64.87068375 1020.6500472 One Thousand Twenty Rupees and Sixty Five Paise

Extra rate for OPC Cement Bags 492.46484125 26.219683840000002 Twenty Six Rupees and Twenty Two Paise

Carriage of materials :

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

Bajri : Cum 54.91228625 680.948 Six Hundred Eighty Rupees and Ninety Five Paise

From Mirthal 204 km

Coarse sand : Cum 27.763219624999998 688.9730000000001 Six Hundred Eighty Eight Rupees and Ninety Seven Paise

From Lohand Khad 209 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)

1.Capital Works ' NON CSR based Items

Providing and Applying Food grade Epoxy based water proof coat :

Telengana CSR 2023 - 24 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 257.652 332 Three Hundred Thirty Two Rupees and No Paise

Capital Works ' NON CSR based Items ( In Rs)

CSR based amount after adding 5.35% ( In Rs)

Non - CSR based amount ( In Rs)

Total : CSR + Non CSR Amount : ( Rs)

Clear Water Reservoir

Sl.no. Reference Particulars of Items and details of works Unit Quantity Rate (Rs) Rate in words (Rs) Amount (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 410.6949375 83 Eighty Three Rupees and No Paise

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 708.6600000000001 34 Thirty Four Rupees and No Paise

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 708.6600000000001 19.48 Nineteen Rupees and Forty Eight Paise

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 590.6600000000001 30.794600000000003 Thirty Rupees and Seventy Nine Paise

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

30 - 60 m Cum 590.6600000000001 6.6768 Six Rupees and Sixty Eight Paise

60 - 90 m Cum 590.6600000000001 6.6768 Six Rupees and Sixty Eight Paise

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

90 - 120 m Cum 590.6600000000001 3.5951999999999997 Three Rupees and Sixty Paise

120 - 150 m Cum 590.6600000000001 3.5951999999999997 Three Rupees and Sixty Paise

150 - 180 m Cum 590.6600000000001 3.5951999999999997 Three Rupees and Sixty Paise

180 - 210 m Cum 590.6600000000001 3.5951999999999997 Three Rupees and Sixty Paise

210 - 240 m Cum 590.6600000000001 3.5951999999999997 Three Rupees and Sixty Paise

240 - 270 m Cum 590.6600000000001 3.5951999999999997 Three Rupees and Sixty Paise

270 - 300 m Cum 590.6600000000001 3.5951999999999997 Three Rupees and Sixty Paise

10.13 a (ii) Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type. Cum 26.485062500000005 4670 Four Thousand Six Hundred Seventy Rupees and No Paise

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 213.82392973929157 5698 Five Thousand Six Hundred Ninety Eight Rupees and No Paise

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.

4.0 -5.0 m Cum 49.54971161581314 5743 Five Thousand Seven Hundred Forty Three Rupees and No Paise

5.0 -6.0 m Cum 3.03703125 5788 Five Thousand Seven Hundred Eighty Eight Rupees and No Paise

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 Five Thousand One Hundred Fifty One Rupees and No Paise

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 Five Hundred Thirty One Rupees and No Paise

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 One Hundred Forty Six Rupees and No Paise

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 Three Hundred Twelve Rupees and No Paise

15.7 12.5 mm.thick cement plaster 1:2 . Sqm 63.69637034616309 213 Two Hundred Thirteen Rupees and No Paise

White washing :

16.3 White washing (Three coat) Sqm 63.69637034616309 15 Fifteen Rupees and No Paise

16.7 Distempering with dry distemper of approved manufacture two or more coats over one priming coat to give an even shade. Sqm 63.69637034616309 63 Sixty Three Rupees and No Paise

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering.) Sqm 171.9088375 210 Two Hundred Ten Rupees and No Paise

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 654.58 405 Four Hundred Five Rupees and No Paise

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.

4.0 -5.0 Sqm 62.949999999999996 446 Four Hundred Forty Six Rupees and No Paise

5.0 -6.0 Sqm 12.829999999999998 487 Four Hundred Eighty Seven Rupees and No Paise

C / Shuttering : ( Columns)

9.4 Centering and shuttering for columns ( Square or rectangular or poly gonal in plain) Sqm 50.4 477 Four Hundred Seventy Seven Rupees and No Paise

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.

4.0 - 5.0 m Sqm 12.6 518 Five Hundred Eighteen Rupees and No Paise

5.0 - 6.0 m Sqm 12.6 559 Five Hundred Fifty Nine Rupees and No Paise

C / Shuttering : ( Beam )

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

C / Shuttering > 4.0 m.height :

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

4.0 - 5.0 m Sqm 64.722 421 Four Hundred Twenty One Rupees and No Paise

C / Shuttering : ( Slab )

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

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.

4.0 - 5.0 m Sqm 244.34464438495306 573 Five Hundred Seventy Three Rupees and No Paise

Staircase Railing :

18.3 Providing and fixing stair case railing made out of M.S. Square bars 20x20m as vertical cost 0.70 metre high fixed with M.S. Base plate of 40mx40mmx6mm and flat iron 40mmx6mm as hand rail complete in all respects. m 29.407427128217456 908 Nine Hundred Eight Rupees and No Paise

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 254.47813683408378 6497 Six Thousand Four Hundred Ninety Seven Rupees and No Paise

Prepartion of Concrete surface :

16.65 Prepartion of plastered or concrete surface for painting ( including sand papering the surface),using ready mixed cement based wall putty by applying two or more coats to get required fnish. Sqm 1554.5479818849535 80 Eighty Rupees and No Paise

Cement Primer :

16.31 Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surface. Sqm 1554.5479818849535 21 Twenty One Rupees and No Paise

Providing and Applying Food grade Epoxy based water proof coat :

Bajri : Cum 250.285627964339 -227.86400000000003 Minus Two Hundred Twenty Seven Rupees and Eighty Six Paise

Coarse sand : Cum 127.61106734519502 -143.79679999999985 Minus One Hundred Forty Three Rupees and Eighty Paise

From Lohand Khad

Bricks : 1000 nos 2.1815040000000003 164.1399999999997 One Hundred Sixty Four Rupees and Fourteen Paise

Steel Qtl 254.47813683408378 1020.6500472 One Thousand Twenty Rupees and Sixty Five Paise

Extra rate for OPC Cement Bags 2242.8443193785383 28.42 Twenty Eight Rupees and Forty Two Paise

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

Bajri : Cum 250.285627964339 680.948 Six Hundred Eighty Rupees and Ninety Five Paise

From Mirthal 204 km

Coarse sand : Cum 127.61106734519502 688.9730000000001 Six Hundred Eighty Eight Rupees and Ninety Seven Paise

From Lohand Khad 209 km

Fine sand : (20 km) Jalalabad Cum 0.8917491848462833 182.756 One Hundred Eighty Two Rupees and Seventy Six Paise

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)

1.Capital Works ' NON CSR based Items

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

Steel beading :

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

CI Ventilator Cowl :

Chhattisgarh CSR June 2020 Item no.26.3 Providing,hoisting and fixing in position inverted "J" type 100 mm.dia.C.I.Cowl type ventilators with mosquito proof aluminium mesh at top including applying 2 coats of anti corrosive paint,etc.complete as directed by Engineer in charge,weighing not less than 35 kg. Each 16 1321 One Thousand Three Hundred Twenty One Rupees and No Paise

Providing and Applying Food grade Epoxy based water proof coat :

NS Providing and applying food grade Epoxy based water proof coat over existing RCC / Concrete flooring surfaces in three - part applications,containg low solvent - coloured,epoxy resin - based coating with lowVOC properties,specially formulated for food grade application for portable water storage tanks in ambient temperatures. kg 1165.9109864137151 332 Three Hundred Thirty Two Rupees and No Paise

Capital Works ' NON CSR based Items ( In Rs)

CSR based amount after adding 5.35% ( In Rs)

Non - CSR based amount ( In Rs)

Total : CSR + Non CSR Amount : ( Rs)

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

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

1.Capital Works ' CSR based Items

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

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

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

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

Brick masonary work (1:5) : ( above 4.0 m.height) ( 4.0 - 6.0 m ) Cum 20.672400000000003 5332 Five Thousand Three Hundred Thirty Two Rupees and No Paise

10.13 a (ii) Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type. Cum 6.586 4670 Four Thousand Six Hundred Seventy Rupees and No Paise

10.26 Damp proof course 4 cm. thick of cement concrete 1:2:4 with two coats of bitumen 20/30 penetration at 1.65 kg per Sqm.laid hot and sanded. Sqm 10.336200000000002 331

10.22 Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixture as per IS : 1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in superstructure. Cum 23.566408315516284 6449 Six Thousand Four Hundred Forty Nine Rupees and No Paise

Extra height Concrete :

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

4.0 - 5.0 m Cum 2.226 6494 Six Thousand Four Hundred Ninety Four Rupees and No Paise

5.0 - 6.0 m Cum 1.4699999999999998 6539 Six Thousand Five Hundred Thirty Nine Rupees and No Paise

18.18 Cold twisted deformed (Ribbed/Tor Steel bar) Bars Fe 500 grade as per IS : 1786-2008, for R.C.C. works,where not including in the complete rate of R.C.C. including bending and binding,placing in position complete. Qtl 24.22 6497 Six Thousand Four Hundred Ninety Seven Rupees and No Paise

C / Shuttering : (Columns)

9.4 Centering and shuttering for columns ( Square or rectangular or poly gonal in plan) Sqm 67.19999999999999 477 Four Hundred Seventy Seven Rupees and No Paise

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

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

C / Shuttering > 4.0 m.height : ( Columns) Sqm 23.009999999999998 518 Five Hundred Eighteen Rupees and No Paise

C / Shuttering > 4.0 m.height : ( Columns) Sqm 16.799999999999997 559 Five Hundred Fifty Nine Rupees and No Paise

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

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

C / Shuttering > 4.0 m.height :

5.0 -6.0 m Sqm 94.08040000000001 614 Six Hundred Fourteen Rupees and No Paise

C/shuttering : ( Lintels)

9.6 Centering and Shuttering for sides and soffits of beam,beams,launchings,girders,bressumers,lintels. Sqm 35.24215926535898 380 Three Hundred Eighty Rupees and No Paise

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

15.9 12.5 mm.thick cement plaster 1:4. Sqm 166.80409737773135 189 One Hundred Eighty Nine Rupees and No Paise

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

15.7 12.5 mm.thick cement plaster 1:2 . Sqm 351.259 213 Two Hundred Thirteen Rupees and No Paise

White washing :

16.3 White washing (Three coat) Sqm 518.0630973777313 15 Fifteen Rupees and No Paise

Preparation of plastered surface :

16.6 Prepartion of plastered surfaces for distempering including surface,applying filling with approved quality filler consisting of plaster o Paris and chalk mitti,including finishing the surface to the required finish complete. Sqm 351.259 61 Sixty One Rupees and No Paise

16.7 Distempering with dry distemper of approved manufacture two or more coats over one priming coat to give an even shade. Sqm 166.80409737773135 63 Sixty Three Rupees and No Paise

Oil Bound Distemper :

16.1 Distempering with Acrylic washable oil bound distemper (of approved manufacture) two or more coats over one priming coat to give an even shade. Sqm 351.259 75 Seventy Five Rupees and No Paise

Earth filling under floors :

6.8 / (a) / (ii) Earth filling under floors with surplus soil containing more than 40% gravel or kanker excavated from foundation and taken only from outside the building plinth in 15 cm. layers including ramming, watering and consolidating lead upto 30 metres. Cum 154.63600000000002 113 One Hundred Thirteen Rupees and No Paise

Ironite flooring:

14.4 50 mm.thick ironite ( Metallic floor hardner to be mixed with Granolithic topping for heavy duty floors ) floor consisting of 40 mm.thick cement concrete 1:2:4 base and top layer 10 mm. thick laid with one part of ironite and grey cement mixed together in the ratio of 1:4 by weight to two parts of hard granite chippings 6 mm gauge by volume finished smooth with hard rubbing. Sqm 78.447 781 Seven Hundred Eighty One Rupees and No Paise

Steel windows and ventilators :

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

(b) Above one Sqm Area kg 81 108 One Hundred Eight Rupees and No Paise

18.23 Fixing steel windows in walls with lugs,embedded in 15 cm x 12 cm x 7.5 cm. of cement concrete block of 1:2:4 mix,including,cost of cement concrete for lugs. Sqm 14.759999999999998 240 Two Hundred Forty Rupees and No Paise

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

(a) Glass panes 3 mm. or 8.44 kg /Sqm up to 0.4 Sqm.area. Sqm 14.759999999999998 512 Five Hundred Twelve Rupees and No Paise

Doors Shutter :

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

(a) 40mm thick. Sqm 2.3985 3878 Three Thousand Eight Hundred Seventy Eight Rupees and No Paise

Aluminium Fittings :

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

(ii) For shutter area above 0.50 Sqm Sqm 2.501 111 One Hundred Eleven Rupees and No Paise

Steel Chowkats :

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

(c) Doors and windows frame of size 151mm x 60mm with 35 mm wide double rebate weighing 3.95 kg per meter. m 6.539999999999999 531 Five Hundred Thirty One Rupees and No Paise

Rolling Shutter :

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

11.36 115 mm. thick brick wall laid in cement sand mortar 1:4 without reinforcement in superstructure. Sqm 12.803 640 Six Hundred Forty Rupees and No Paise

CC 1:2:4 : ( coping )

10.13 a (ii) Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type. Cum 2.7435 4670 Four Thousand Six Hundred Seventy Rupees and No Paise

Cement Concrete 1:2:4 gola :

13.55 Cement concrete 1:2:4 gola 10 cm.x 10 cm. concave quadrant along junction of roofs with parapet wall finished smooth,where specially specified. Mtr 36.58 65 Sixty Five Rupees and No Paise

13.45 Top khurra 0.6 m. x 0.6 m. for rain water pipe in 25 mm.thick cement concrete 1:2:4 over 50 mm.thick cement concrete 1:8:16. Nos. 4 95 Ninety Five Rupees and No Paise

Bottom Khurra :

13.51 Bottom Khurra on ground 1.2 m x 0.6 m consisting of bricks on edge laid in cement mortar 1:3 over 7.5 cm.cement concrete 1:8:16, including 12.5 mm. thick cement plaster 1:3 Nos. 4 677 Six Hundred Seventy Seven Rupees and No Paise

11.42 Providing 75 mm.first class brick drip course at junction of roof and walls laid in cement sand mortar 1:4 including dressing of bricks. Rmt 36.58 121 One Hundred Twenty One Rupees and No Paise

Dry Brick edge paving :

14.18 Dry brick on edge paving sand grouted over 50 mm. thick earth and mud plaster. Sqm 5.75 463 Four Hundred Sixty Three Rupees and No Paise

CI Rain water pipes :

13.41 Providing and fixing cast iron 100 mm dia, rain water pipe with screw and wooden plugs fixed on wall-face, including filling joints with spun yarn and cement mortar 1:2 excluding head and shoe etc. m 13.98 1154 One Thousand One Hundred Fifty Four Rupees and No Paise

13.42 Providing and fixing cast iron head for rain water pipe on wooden plugs fixed on wall-face including filling the joints with spun yarn and cement mortar 1:2. nos. 4 774 Seven Hundred Seventy Four Rupees and No Paise

13.43 Providing and fixing cast iron shoe for rain water pipe on wooden plugs fixed on wall face including filling the joints with spun yarn and cement mortar 1:2. nos. 4 774 Seven Hundred Seventy Four Rupees and No Paise

Embedding of CI Rain water pipes :

13.44 Embedding 100 mm.C.I.rain water pipe non-pressure I.S.I. Mark pipe in cement mortar during masonary work. m 4 1029 One Thousand Twenty Nine Rupees and No Paise

Store Room Above GL

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

(a) For ordinary gravel soil involving pick work: Cum 24.114375 263 Two Hundred Sixty Three Rupees and No Paise

10.13 a (ii) Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type. Cum 3.2152499999999997 4670 Four Thousand Six Hundred Seventy Rupees and No Paise

M-30 : Plinth level

10.17 Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in foundation and plinth. Cum 0.6555833333333334 5698 Five Thousand Six Hundred Ninety Eight Rupees and No Paise

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

11.5 First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. Cum 9.399000000000001 5013 Five Thousand Thirteen Rupees and No Paise

Difference Rates :

Bajri : Cum 49.07 -227.86400000000003 Minus Two Hundred Twenty Seven Rupees and Eighty Six Paise

Coarse sand : Cum 38.62 -143.79679999999985 Minus One Hundred Forty Three Rupees and Eighty Paise

From Lohand Khad

Bricks 1000 Nos 28.098149999999997 164.1399999999997 One Hundred Sixty Four Rupees and Fourteen Paise

Steel Qtl 24.22 1020.6500472 One Thousand Twenty Rupees and Sixty Five Paise

Extra rate for OPC Cement Bags 446.34000000000003 26.219683840000002 Twenty Six Rupees and Twenty Two Paise

Carriage of Materials :

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

Bajri : Cum 49.07 680.948 Six Hundred Eighty Rupees and Ninety Five Paise

From Mirthal 204 km

Coarse sand : Cum 38.62 688.9730000000001 Six Hundred Eighty Eight Rupees and Ninety Seven Paise

From Lohand Khad 209 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)

Total : CSR Amount : ( Rs)

Clear Water Transmission Main DI K-7

Sl.no. Reference Particulars of Items and details of works Unit Quantity Rate (Rs) Rate in words (Rs) Amount (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 393.91488 169.03 One Hundred Sixty Nine Rupees and Three Paise

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 393.91488 99.1 Ninety Nine Rupees and Ten Paise

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

(d ) 200 m 650 2663.25 Two Thousand Six Hundred Sixty Three Rupees and Twenty Five Paise

(e ) 250 m 10 3528.0640000000003 Three Thousand Five Hundred Twenty Eight Rupees and Six Paise

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 533.8378369743546 115.81 One Hundred Fifteen Rupees and Eighty One Paise

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

(b ) 100 mm.i/d Each 1 6111.01 Six Thousand One Hundred Eleven Rupees and One Paise

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

b 100 mm.i/d. m 3.5 1848.34 One Thousand Eight Hundred Forty Eight Rupees and Thirty Four Paise

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 1 5305.96 Five Thousand Three Hundred Five Rupees and Ninety Six Paise

Difference rates of materials :

Bajri : Cum 0.35 -227.86400000000003 Minus Two Hundred Twenty Seven Rupees and Eighty Six Paise

Coarse sand : Cum 0.26 -143.79679999999985 Minus One Hundred Forty Three Rupees and Eighty Paise

From Lohand Khad

Bricks : 1000 no 0.36 164.1399999999997 One Hundred Sixty Four Rupees and Fourteen Paise

Steel Qtl 0.07 1020.6500472 One Thousand Twenty Rupees and Sixty Five Paise

Extra rate for OPC Cement bags 2.63 28.42 Twenty Eight Rupees and Forty Two Paise

Carriage of materials :

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

Bajri : Cum 0.35 680.948 Six Hundred Eighty Rupees and Ninety Five Paise

From Mirthal 204 km

Coarse sand : Cum 0.26 688.9730000000001 Six Hundred Eighty Eight Rupees and Ninety Seven Paise

From Lohand Khad 209 km

Fine sand : (20 km) Jalalabad Cum 0.14 182.756 One Hundred Eighty Two Rupees and Seventy Six Paise

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 1 947.82 Nine Hundred Forty Seven Rupees and Eighty Two Paise

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)

Total : CSR Amount : ( Rs)

1.Capital Works ' NON CSR based Items

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

6.6.1 Class PN 1.0

6.6.1.1 40 mm Each 1 13153 Thirteen Thousand One Hundred Fifty Three Rupees and No Paise

Capital Works ' NON CSR based Items ( In Rs)

CSR based amount after adding 5.35% ( In Rs)

Non - CSR based amount ( In Rs)

Total : CSR + Non CSR Amount : ( Rs)

Minor Crossing 10m wide with Encasement

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

1.Capital Works ' CSR based Items

18.7 Structural steel work in compound girders or Stanchions built up from two or more R.S. joists or channel section or plates & angles etc. including cutting and fixing all lattice bars, stiffeners, gusset plates, bolts, nuts, rivets, welding rod, etc. complete with flange plates, heads, sole plates, angle connections, etc. with hoisting and erecting in position Qtl 7.894857142857143 7404 Seven Thousand Four Hundred Four Rupees and No Paise

16.2 Applying priming coat with metal primer on new steel or iron work including prepartion of surface. Sqm 12.571428571428571 24 Twenty Four Rupees and No Paise

16.17 Painting two or more coats excluding priming coat with synthetic enamel paint all shades on wood work, metallic or plastered, concrete surface to give an even shade. Sqm 12.571428571428571 66

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 5.467500000000001 34 Thirty Four Rupees and No Paise

10.13 a (ii) Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type. Cum 0.36450000000000005 4670 Four Thousand Six Hundred Seventy Rupees and No Paise

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam ( vertical or battering ) Sqm 1.08 210 Two Hundred Ten Rupees and No Paise

Diff.in Rates of materials :

Bajri : Cum 0.33 -227.86400000000003 Minus Two Hundred Twenty Seven Rupees and Eighty Six Paise

Coarse sand : Cum 0.16 -143.79679999999985 Minus One Hundred Forty Three Rupees and Eighty Paise

From Lohand Khad

Extra rate for OPC Cement Bags 2.37 26.219683840000002 Twenty Six Rupees and Twenty Two Paise

Structural Steel MS Iron,Tees and angles Qtl 7.894857142857143 1430.968 One Thousand Four Hundred Thirty Rupees and Ninety Seven Paise

Carriage of Materials :

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

Bajri : Cum 0.33 680.948 Six Hundred Eighty Rupees and Ninety Five Paise

From Mirthal 204 km

Coarse sand : Cum 0.16 688.9730000000001 Six Hundred Eighty Eight Rupees and Ninety Seven Paise

From Lohand Khad 209 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)

Total : CSR Amount : ( Rs)

Clear Water Transmission Main DI K-7 100 mm.i /d. and uPVC Pipeline

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

1.Capital Works ' CSR based Items

Excavation : ( Manually)

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

(a) Earthwork upto 1.50 mt.Depth.

i All classes of soil except rocky Cum 146.02560000000003 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 146.02560000000003 99.1 Ninety Nine Rupees and Ten Paise

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

A DI pipe as per IS 8329 DI-K7

(f) 100 mm.i/d. m 50 1504.8491000000001 One Thousand Five Hundred Four Rupees and Eighty Five Paise

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

a 40 mm.i/d. m 250 132.6726 One Hundred Thirty Two Rupees and Sixty Seven Paise

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 22.739712460063902 115.81 One Hundred Fifteen Rupees and Eighty One Paise

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

(b ) 100 mm.i/d Each 3 6111.01 Six Thousand One Hundred Eleven Rupees and One Paise

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.

(b) 100 mm.i/d.pipe lines. Each 3 88.83 Eighty Eight Rupees and Eighty Three Paise

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 Sixty Eight Rupees and Thirty Two Paise

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 Two Hundred Thirty Nine Rupees and Thirty Nine Paise

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 Five Thousand Three Hundred Five Rupees and Ninety Six Paise

14 Diff.rates of materials :

Bajri : Cum 1.04 -227.86400000000003 Minus Two Hundred Twenty Seven Rupees and Eighty Six Paise

Coarse sand : Cum 0.77 -143.79679999999985 Minus One Hundred Forty Three Rupees and Eighty Paise

From Lohand Khad

Bricks : 1000 no 1.07 164.18000000000038 One Hundred Sixty Four Rupees and Eighteen Paise

Steel Qtl 0.22 1020.6500472 One Thousand Twenty Rupees and Sixty Five Paise

Extra rate for OPC Cement bags 7.9 26.22 Twenty Six Rupees and Twenty Two Paise

15 Carriage of materials :

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

Bajri : Cum 1.04 680.948 Six Hundred Eighty Rupees and Ninety Five Paise

From Mirthal 192 km

Coarse sand : Cum 0.77 688.9730000000001 Six Hundred Eighty Eight Rupees and Ninety Seven Paise

From Lohand Khad 199 km

Fine sand : (44 km) Dharamkot Cum 0.41 182.756 One Hundred Eighty Two Rupees and Seventy Six Paise

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 Nine Hundred Forty Seven Rupees and Eighty Two Paise

Capital Works ' CSR based Items ( In Rs)

Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 Capital Works ' CSR based Items after adding 5.35% ( In Rs)

Total : CSR Amount : ( Rs)

Sl.no. Reference Particulars of Items and details of works Unit Quantity Rate (Rs) Rate in words (Rs) Amount (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 249.12 34

10.13 a (ii) Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type. Cum 17.3 4670 Four Thousand Six Hundred Seventy Rupees and No Paise

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 119.31226666666666 5698 Five Thousand Six Hundred Ninety Eight Rupees and No Paise

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 101.5 6497 Six Thousand Four Hundred Ninety Seven Rupees and No Paise

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam ( vertical or battering ) Sqm 110.72000000000003 210 Two Hundred Ten Rupees and No Paise

C / shuttering : ( Columns)

9.4 Centering and Shuttering for columns ( square or rectangular or poly gonal in plan) Sqm 352.91999999999996 477 Four Hundred Seventy Seven Rupees and No Paise

C / shuttering : ( Beams)

9.6 Centering and Shuttering for columns ( square or rectangular or poly gonal in plan) Sqm 640.56 380 Three Hundred Eighty Rupees and No Paise

115 mm.thk.BBM :

11.36 115 mm. thick brick wall in cement sand mortar 1:4 without reinforcement in superstructure. Sqm 565.1999999999999 640 Six Hundred Forty Rupees and No Paise

CP 20 mm.thk. :

15.2 20 mm.thick cement plaster 1;4 in two coat work Sqm 1130.3999999999999 260 Two Hundred Sixty Rupees and No Paise

0.0 White washing ( Three coat) Sqm 1130.3999999999999 15 Fifteen Rupees and No Paise

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 1130.3999999999999 63 Sixty Three Rupees and No Paise

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 Four Thousand One Hundred Eighteen Rupees and Forty Paise

Diff.in rates of materials :

Bajri : Cum 116.99000000000001 -227.86400000000003 Minus Two Hundred Twenty Seven Rupees and Eighty Six Paise

Coarse sand : Cum 102.38 -143.79679999999985 Minus One Hundred Forty Three Rupees and Eighty Paise

From Lohand Khad

Bricks : 1000 no 31.086 164.1399999999997 One Hundred Sixty Four Rupees and Fourteen Paise

Steel Qtl 101.5 1020.6500472 One Thousand Twenty Rupees and Sixty Five Paise

Extra rate for OPC Cement Bags 1312.0500000000002 26.219683840000002 Twenty Six Rupees and Twenty Two Paise

Carriage of materials :

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

Bajri : Cum 116.99000000000001 680.948 Six Hundred Eighty Rupees and Ninety Five Paise

From Mirthal 204 km

Coarse sand : Cum 102.38 688.9730000000001 Six Hundred Eighty Eight Rupees and Ninety Seven Paise

From Lohand Khad 209 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)

1.Capital Works ' NON CSR based Items

Barbed wire fencing :

(Rate analysis based on CSR ) 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 470 276 Two Hundred Seventy Six Rupees and No Paise

Capital Works ' NON CSR based Items ( In Rs)

CSR based amount after adding 5.35% ( In Rs)

Non - CSR based amount ( In Rs)

Total : CSR + Non CSR Amount : ( Rs)

Total : CSR Amount : ( Rs)

Summary of Mechanical Work for WTP at Mudki ,District Firozpur

S. No. Description Amount (in Rs)

1 Intake Pumping Station

2 Raw Water Pumping Station including Floating Arms

3 S&S Tank - Dewatering Pumps

4 Clear Water Pumping Station

Intake Pumping Station ( for 24 Hours)

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

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

Mechanical Works:

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 123 Cum/hr and head 41 mtr Each 2 636387.5199999999

DI flanged Pipe

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

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

3 250mm dia DI K-9 grade flanged pipe conforming to I.S. 8329 Mtr 12 6580 Six Thousand Five Hundred Eighty 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.

4 250 mm dia Each 1 9380 Nine Thousand Three Hundred Eighty 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 coat of synthetic paint and as per the direction of the Engineer.

5 3 MT Capacity (Span 7 M and Lift 6 M) Each 1 591400 Five Lacs Ninety One Thousand Four Hundred Rupees and No Paise

SS Manual Coarse Bar Screen ( 0.9 X 3.5 ) M

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

6 Amount Per One set 1 187371.14400000003 One Lacs Eighty Seven Thousand Three Hundred Seventy One Rupees and Fourteen Paise

Motorized Sluice Valve :

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

Electrically Operated & SCADA Compatible class PN 1.6

7 250 mm dia Each 1 140900 One Lacs Forty Thousand Nine Hundred Rupees and No Paise

Motorized Butterfly Valve :

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

Electrically Operated & SCADA Compatible class PN 1.6

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

Rubber expansion bellows

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

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

RUIDP SOR 2023,19.63 Providing and fixing in position CI Puddle collar (approx. 1m length) inside the wall including all material labour as per Technical Specifications and as per direction of Engineer.

10 250 mm dia Each 2 13700 Thirteen Thousand Seven Hundred Rupees and No Paise

NON CSR Items ( In 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 a D.I.specials up to 300 mm. i/d. Kg 527 115.81 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 , than 5% will be paid extra

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

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

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

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

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

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

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

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

Raw Water Pumping Station (Pump for 22 Hours)

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

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

Mechanical Works:

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 126 Cum/hr and head 15 mtr Each 2 494338.58

DI flanged Pipe

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

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

3 250mm dia DI K-9 grade flanged pipe conforming to I.S. 8329 Mtr 42 6580 Six Thousand Five Hundred Eighty 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.

4 250 mm dia Each 3 9380 Nine Thousand Three Hundred Eighty Rupees and No Paise

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

5 3 MT Capacity (Span 7 M and Lift 6 M) Each 1 591400 Five Lacs Ninety One Thousand Four 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.

6 250 mm dia Each 6 13700 Thirteen Thousand Seven Hundred Rupees and No Paise

Motorized Sluice Valve :

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

Electrically Operated & SCADA Compatible class PN 1.6

7 250 mm dia Each 1 140900 One Lacs Forty Thousand Nine Hundred Rupees and No Paise

Motorized Butterfly Valve :

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

Electrically Operated & SCADA Compatible class PN 1.6

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

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

9 Floating suction assly.(Floating arms) Dia- 250 mm, Metarial SS 304 Each 2 1158210 Eleven Lacs Fifty Eight Thousand Two Hundred Ten 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.

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

NON CSR Items ( In 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 a D.I.specials up to 300 mm. i/d. Kg 527 115.81 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 , than 5% will be paid extra

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

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

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

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

4 B(e) 250 mm. i/d. Sluice Valves flanged(PN-1.6) Each 3 22337.15 Twenty Two Thousand Three Hundred Thirty Seven Rupees and Fifteen 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 12 543.3348 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

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:

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 Items ( In Rs)

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 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

Clear Water Pumping Station (Pump for 22 Hours)

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

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

Mechanical Works:

Vertical Turbine (VT) Pump

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

1 Discharge 120 Cum/hr and head 45 mtr Each 2 815394.12

DI flanged Pipe

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

2 250mm dia DI K-9 grade flanged pipe conforming to I.S. 8329 Mtr 12 6580 Six Thousand Five Hundred Eighty Rupees and No Paise

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

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.

4 250 mm dia Each 1 9380 Nine Thousand Three Hundred Eighty Rupees and No Paise

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

5 3 MT Capacity (Span 7 M and Lift 6 M) Each 1 591400 Five Lacs Ninety One Thousand Four Hundred Rupees and No Paise

Motorized Sluice Valve :

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

Electrically Operated & SCADA Compatible class PN 16

6 250 mm dia Each 1 140900 One Lacs Forty Thousand Nine Hundred Rupees and No Paise

Motorized Butterfly Valve :

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

Electrically Operated & SCADA Compatible class PN 1.6

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

Rubber expansion bellows

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

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

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.

250 mm dia Each 2 13700 Thirteen Thousand Seven Hundred Rupees and No Paise

NON CSR Items ( In 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 a D.I.specials up to 300 mm. i/d. Kg 527 115.81 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 , than 5% will be paid extra

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

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

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

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

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

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

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

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

Summary of Electrical, Instrumentation & SCADA Work, Mudki

S. No. Description Amount (Rs.)

1 Intake Pumping Station

2 Raw Water Pumping Station

3 Clear Water Pumping Station

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

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

Total (in Lakhs)

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

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

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

1. Capital Works ' CSR based Items

A. HT Cables & Accessories:

34.36 XLPE INSULATED HT CABLES:

34.36 A XLPE INSULATED HT ARMOURED CABLES (UNDERGROUND):

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

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

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

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

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

B. LT Cables & Accessories:

34.10 A XLPE INSULATED ARMOURED CABLES (UNDERGROUND):

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

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

(xxvi) Overall size 95 sq.mm (3.5 Core) Armoured (underground) Metre 40 815 Eight Hundred Fifteen Rupees and No Paise 32600

34.10 B XLPE INSULATED ARMOURED CABLES (LOOSE):

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

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

(xi) Overall size 25sq.mm (3 Core) Armoured (Loose) Metre 70 161.25 One Hundred Sixty One Rupees and Twenty Five Paise 11287.5

(xxvi) Overall size 95sq.mm (3.5 Core) Armoured (Loose) Metre 10 462.5 Four Hundred Sixty Two Rupees and Fifty Paise 4625

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

34.25 CABLE TRAY:

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

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

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

34.37 DOUBLE WALLED CORRUGATED (DWC) HDPE PIPES:

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

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

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

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

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

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

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

(vi) Brass Gland for Aluminium cable 2/3/4 core size 25-35 sq. mm Each 4 136.8 One Hundred Thirty Six Rupees and Eighty Paise 547.2

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

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

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

(iii) Aluminium thimble cable Core size 25 - 35sq.mm Each 12 17 Seventeen Rupees and No Paise 204

(vi) Aluminium thimble cable Core size 95 sq.mm Each 8 35 Thirty Five Rupees and No Paise 280

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 98.8 Ninety Eight Rupees and Eighty Paise 14820

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

Supply and erection of sheet metal double door Phase segregated distribution boards IP 43-IK09 metal door (dust protected) as per IS:8623-1&3, IEC 61439-1&3 suitable for flush mounting with fully insulated copper busbars, shrouded neutral bars, earth bars, cement spill protector, color-coded interconnecting wire set, cable ties, blanking plates and circuit identifications label and of required no. of ways for mounting miniature circuit breakers/ RCBO's/ RCCB's in the distribution board (For SP&N distribution board with rovision DP MCB's/ RCCB's/ RCBO's as incomer and SP MCB's as outgoings and for TP&N horizontal distribution board with provision TPN/ FP MCB's/ RCCB's/RCBO's as incomer and SP MCB's as outgoings) as per PWD General Specifications including connections with suitable size of thimbles and bonding to existing earth etc.

(ii) SP&N Double Double Door Distribution Board 8 way each Each 2 1344.35 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 12 180.9 One Hundred Eighty Rupees and Ninety Paise 2170.8

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

34.29 B Single Arm Brackets for GI Pipe Pole:

(i) Supply and erection of GI pipe 40mm dia (A-class) Single arm bracket of suitable length give a total overhang at a tentative angle of 100/105 deg., the bracket should be fixed on top of the GI pipe pole having top outer dia. 80mm/100mm with GI reducer of suitable size with two coats of an approved aluminium paint complete in all respect approved by Engineer- in -charge at site:-

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

E. Outdoor Lighting:

34.31 3-STEPPED STEEL TUBULAR POLE:

Supply and erection of 3-Stepped steel tubular swaged and welded pole (410-SPMpa) of suitable length confirming to IS: 2713- (PART-II)-1980 (Steel tubes confirming to IS: 1161-1979, UTS 42 kgf/ Sq.mm) to fix up to a required planting depth below ground level in a hole of excavation about 45 cm dia. and suitable depth to fill up to 15 cm below G/L with 1:2:4 cement concrete mixture including painting of pole with two coats of approved aluminium paint as required:-

(i) Overall length 7 metre, with planting depth 1.25 metre, length of sections 4 metre, 1.5 metre and 1.5 metre (Bottom, Middle and Top respectively), Outer dia and thickness of sections 114.3mm x 4.5mm, 88.9mm x 4.05mm and 76.1mm x 3.25mm (Bottom,Middle and Top respectively) with approximate weight 73 kg. (410 SP-2) and base Plate weight 7.5 kg. of size 12mm thick about 30 cm dia. Each 2 10111.5 Ten Thousand One Hundred Eleven Rupees and Fifty Paise 20223

34.33 CEMENT CONCRETE MUFFS:

(v) Making of cement concrete muff of overall size 450mmdia., suitable length (15cm below ground level) with 1:2:4 cement concrete mixture. The muff is to be made around the steel tubular pole/ GI pipe pole. The outer surface of the muff shall be finished with 1:2 cement plaster with two coats of white snowcem complete in all respect as approved and desired by the Engineer in- Charge at site:-

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

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

(i) Supply and erection of G.I. Pipe 50mm dia. (Medium) Single/ Double/ Triple arm bracket of suitable length welded with MS canopy 80mm inner dia., outer dia 89.5mm (Medium), 450mm long suitable for 3 stepped steel tubular swaged and welded pole with top outer section dia. 76.1mm. The MS canopy should have 3no. holes for fixing the bracket at the top end of the pole with the help of 3Nos.½" x 1½" size nut bolt fully threaded. The bracket should have MS sheet (1.62mm thick) ring of 89.5mm dia. for covering the top end of the canopy. The MS canopy and GI bracket should be welded at tentative angle 105º (105 degree) inclination with MS sheet 5mm thick triangular in shape having dimensions 225/300/375mm x 150mm x 5mm thick (225mm for 1.5m, 300mm for 2m & 375mm for 2.5m long bracket) with two coats of an approved aluminium paint as desired by Engineer-in-charge at site:-

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

34.12 PVC, HDPE PIPES & PVC FLEXIBLE PIPES:

(ISI marked) as per IS9537:Part-III & HDPE pipes (ISI marked) as per IS:4984:1995 for wiring purposesincluding bends, junction boxes, Steel hooks, M.S. saddle clamps and other petty materials etc., as per PWD General Specifications:-

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

34.33 (vii) Supply and erection of SMC Junction Box (Glass Fibre reinforced polyester sheet moulding compound) confirm to IS:14772 (Recessed/ On surface), robustly constructed, safe & shock proof, rust & tamper proof of suitable inner & outer dimensions with ± 10% tolerance in size & hinged water tight cover with locking arrangement having 1No. terminal strip with 4Nos. terminals & 1No. Single pole MCB of required capacity fixed on din bar (Din Bar Provision for 2Nos. MCB's) complete in all respect as approved and desired by the Engineer In-Charge at site:-

(a) SMC Junction Box (Glass Fibre reinforced polyester sheet moulding compound) confirm to IS:14772, inner dimensions 140mm x 140mm x 95mm with hinged water tight cover with locking arrangement Each 2 724 Seven Hundred Twenty Four Rupees and No Paise 1448

34.09 (xii) Supply and erection of PVC insulated PVC sheathed FR (2Core) round flexible wire with copper conductor cable (ISI marked) confirm to IS:694/1990 left bare in pipe or on surface with cleats of suitable size complete in all respect as desired by the Engineer-in-charge:-

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

Capital Works 'CSR based Electrical, Instrumentation & 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, 72.4 Supply and fixing Substation structure for mounting 11/0.4 Kv Transformer on Double pole as per DISCOM specification complete in all respect as required including nuts and bolts etc (excluding the cost of poles) made of MS channel of 4 nos 100 x 50 x 6mm and 4 nos 75 x 40 x 6mm and MS flat 50 x 6mm etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . Each 1 18701 Eighteen Thousand Seven Hundred One Rupees and No Paise 18701

RUIDP ISOR 2023, 72.2 SITC of star rated Aluminium wound distribution Transformer of following rating 11/0.433KV Delta-Star Connected, Vector Group Dyn 11,ONAN Cooled & as per BEE star - 1 & BIS approved as per IS 2026- 1977 & losses as defined as per 2014 (Fourth Revision) Level-1 . including standard accessories like conservator, silica gel breather, radiator, fins, HT cable box & LT cable boxes, temperature rise in winding/oil 35-40 degree C upto 200 KVA & 40-45 degree C for above 200 KVA, ISI marked drain valve, Dial type Temperature gauge, first filling of transformer oil as per IS :335-1953, Epoxy based paint, including carrying of pre-commission Testing & Charging of Transformer complete in all respect . The Transformer shall be subjected to routine factory tests (as per IS:2026 and IS:1180) including testing from CTL of discom before charging of transformer & complete installaion must be certified from Electrical Inspectorate office as per Indian Electricity rule, (CTL testing charges and Electrical Inspection charges shall be reimbursed by the department to the contractor). All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

100 KVA (Ref: 72.2.2) Each 1 261516 Two Lacs Sixty One Thousand Five Hundred Sixteen Rupees and No Paise 261516

B. LT Panel with Starter:

NS LT Panel 415 V indoor IP-42 compartmentalized, 1.6 mm CRCA sheet for non load bearing member & 2 mm for load bearing member, front lockable hinged door, wall mountable, dust & vermin proof, epoxy coated, detachable gland plate, 100A TPN Al. bus-bar, SCADA compatible (sufficient interposing relays, 2NO+2NC Aux. contactors, potential free contacts etc. as required) complete with all accessories and as below: Incomer: 200 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 - 2Set b) 22 KVAR (4x5+2x1) heavy duty Capacitor with 8 step APFC relay, MCCB, capacitor duty contactor, indication lamps, selector switch, push button, aux. contactor, MCB etc. complete with all accessories and as required - 1 set c) 32A TPN MCCB 25 KA - 2 set d) 32 A TPN MCB - 5 No's for Actuated Valve e) 32 A SPN MCB - 3 No’s Each 1 308400 Three Lacs Eight Thousand Four Hundred Rupees and No Paise 308400

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.

30 KW (Ref: 44.6.2) Each 2 109242 One Lacs Nine Thousand Two Hundred Forty Two Rupees and No Paise 218484

C. LT Cables & Accessories:

RUIDP ISOR 2023, 60.4 Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Armoured Copper cable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV with electrolytic grade Copper made of copper rods confirming to IS 613-1964, of purity >99.7 %, round / flat strip armouring, Inner / outer sheath confirming to IS:5831 in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray(with cable tie) including testing etc. as required of following size. OEM must have it's own in house NABL accrediated Laboratory for testing procedure as per IS:10810 For additional technical parameters of product / work refer Annexure 'A' attached with this BSR

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

RUIDP ISOR 2023, 63.5 Supply & Laying following size earth strip in horizontal or vertical run in surface by means of Earth strip DMC Insulator including riveting/ soldering/ welding, Jointing shall be done by overlapping and with 2 set of Brass (for Cu strip) / GI (for GI Strip) nut bolt & spring washer spaced at 50cm making connection etc. as required.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

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

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:

250 mm (Ref; 43.28.13) Each 1 277852 Two Lacs Seventy Seven Thousand Eight Hundred Fifty Two Rupees and No Paise 277852

RUIDP ISOR 2023, 47.12 Compact RTU complete with DI, DO, AI and modbus communication ports and power supply. // Compact RTU for variable power supply using batteries, rechargeable batteries, solar or 10.8 V DC to 28.8 V DC with integrated modem; connection to control center via Tele Control Basic, DNP3, IEC60870-5-104 and Communcation protocols, on-board I/O (8 DI, 4 DQ, 4 AI), configuration and diagnostics per web interface, RJ45 port, mobile communications antenna (GSM/UMTS), Mini SIM card, with adapter Micro SIM card also, GPRS (Multi-slot Class 10), 35 mm DIN rail mounting, TCP/IP, DNP 3, Open VPN-Client. Panel Enclosure for Compact RTU Location, wall/floor mounted along with wiring and related accessories and arrangement of mounting of RTU, Modem and having IP-5X Protection. Panels shall be self-fabricate type only with Canopy. Each 1 123570 One Lacs Twenty Three Thousand Five Hundred Seventy Rupees and No Paise 123570

RUIDP ISOR 2023, 73.41 Providing & fixing Stainless Steel pressure gauge with dial of 150 mm dia size and range 0 to 20 kg/sq.cm with 3 / 8 " BSP bottom entry , Ball valve , SS Syphon tube all fittings etc, duly calibrated before installation in MKS and FPS units, Accuracy Level +/- 1% including Making Drilling in Existing MS Pipe Etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . Each 3 2698 Two Thousand Six Hundred Ninety Eight Rupees and No Paise 8094

RUIDP ISOR 2022, E111500 Providing and laying Stranded/ Flexible Annealede Bare copper conductor XLPE/PVC insulated suitably laid up together overall polyster taped Al (Mylar tape wrapped) along with ATC Drain wire overall PVC sheathed (ST-1) overall screened Pair armoured instrumentation Cables generally confirming to PAS 5308- Part-2-2009.

1.5 sq.mm (Ref; E111540)

1 pair (Ref; E111540A) Metre 35 121 One Hundred Twenty One Rupees and No Paise 4235

RUIDP ISOR 2022, E111400 Providing and laying Stranded/ Flexible Annealede Bare copper conductor XLPE/PVC insulated suitably laid up together overall polyster taped Al (inner sheated GI Steel wire Mylar/Drain wire) along with ATC drain wire , round/steel armoured overall PVC sheathed (ST-1) overall screened Core armoured instrumentation Cables generally confirming to PAS 5308- Part-2-2009.

1.5 sq.mm (Ref; E111440)

6 core (Ref; E111440E) Metre 175 186 One Hundred Eighty Six Rupees and No Paise 32550

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

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

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

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 95 450 42750

(ix) Overall size 10 sq.mm (3 Core) Armoured (underground) Metre 240 465 Four Hundred Sixty Five Rupees and No Paise 111600

(xxvii) Overall size 120 sq.mm (3.5 Core) Armoured (underground) Metre 90 957.5 Nine Hundred Fifty Seven Rupees and Fifty Paise 86175

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 50 110 One Hundred Ten Rupees and No Paise 5500

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

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

(xxvii) Overall size 120sq.mm (3.5 Core) Armoured (Loose) Metre 30 591.25 Five Hundred Ninety One Rupees and Twenty Five Paise 17737.5

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 5 95 Ninety Five Rupees and No Paise 475

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

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

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

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

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

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

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

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

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

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

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

34.13 (xiv) Earthing with G.I. wire/ rope in G.I. pipe partly recessed and partly on surface complete with 150cm long 50mm dia. G.I. earth pipe (Cutting threads and 36 Nos. holes, 1cm dia. To make a mesh around the GI Pipe) and with G.I. reducing socket including erection of the same, 10.50 metre (34.44 feet) below ground level with 20Kg. charcoal & salt mixture etc., up to 14 metre in length (including boring & refilling).

(b) Earthing with 7/14 S.W.G. (7/2.18mm dia.) G.I. rope in 20mm dia G.I. pipe with G.I. reducing socket 50mm x 20mm (upto 14 Metre in length) Each 6 5373.75 Five Thousand Three Hundred Seventy Three Rupees and Seventy Five Paise 32242.5

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

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

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

Wiring in PVC insulated copper conductor single core FR cable (ISI marked) overall 1.5sq. mm, 1100 volts grade to be laid in heavy gauge welded conduit pipe 20 mm./25 mm. dia.(1.6 mm. thick) ISI Marked reccessed in wall etc., complete with powder coated/anodised concealed metal boxes (1.6mm thick with Brass lugs) required for having (Flush/ Piano type accessories) Step type electronic fan regulators 100watts ( socket size), bell push, 5Pin 6Amp. sockets (4Module Box), 16Amp. universal sockets (6Module Box), 6/16/20 Amp. Switches etc. and covered with brown bakelite white glazed translucent backside painted sheet 3 mm.thick etc. PVC connector (For Fan Box and Call Bell), PVC Bush, Steel Hooks, Sheet metal fan box (1.6mm thick shape hexagonal), CI Circular junction Boxes (Four way 1.5" deep for walls and 3" deep for ceiling), bonding to earth with PVC insulated copper conductor single core FR cable (ISI marked) 1sq. mm, 1100 volts grade (For 6Amp. wall socket & plug control point) and other petty material etc., including the cost of above material, cutting and filling up of chases (with finishing the surface):-

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

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

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

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

34.09 (xiii) Supply and erection of PVC insulated PVC sheathed (3 core) round flexible wire with copper conductor (FR) cable (ISI marked) confirm to IS:694/1990 left bare in pipe or casing of suitable size complete in all respect as desired by the Engineer-in-charge:-

(c.) Overall size 2.5sq.mm (50/0.25mm), 3Core Metre 150 98.8 Ninety Eight Rupees and Eighty Paise 14820

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

Supply and erection of sheet metal double door Phase segregated distribution boards IP 43-IK09 metal door (dust protected) as per IS:8623-1&3, IEC 61439-1&3 suitable for flush mounting with fully insulated copper busbars, shrouded neutral bars, earth bars, cement spill protector, color-coded interconnecting wire set, cable ties, blanking plates and circuit identifications label and of required no. of ways for mounting miniature circuit breakers/ RCBO's/ RCCB's in the distribution board (For SP&N distribution board with rovision DP MCB's/ RCCB's/ RCBO's as incomer and SP MCB's as outgoings and for TP&N horizontal distribution board with provision TPN/ FP MCB's/ RCCB's/RCBO's as incomer and SP MCB's as outgoings) as per PWD General Specifications including connections with suitable size of thimbles and bonding to existing earth etc.

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

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

34.16 A MINIATURE CIRCUIT BREAKERS:

Supply and erection of Miniature Circuit Breaker MCB's for circuit protection against overload and short circuit current fault suitable for 240/ 415 volts 50cycles AC supply with breaking capacity of 10KA, Curve-C and low watt losses as per IS/IEC 60898-1, energy limitation class-3, true contact indication, label holder facility in the existing MCB distribution board as per PWD General Specifications including connections with suitable size of thimbles/lugs:-

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

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

34.29 B Single Arm Brackets for GI Pipe Pole:

(i) Supply and erection of GI pipe 40mm dia (A-class) Single arm bracket of suitable length give a total overhang at a tentative angle of 100/105 deg., the bracket should be fixed on top of the GI pipe pole having top outer dia. 80mm/100mm with GI reducer of suitable size with two coats of an approved aluminium paint complete in all respect approved by Engineer- in -charge at site:-

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

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

Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 Capital Works 'CSR based Electrical, Instrumentation & PLC Items after adding 5.35% (In Rs)

2.Capital Works ' Non-CSR based Items

A. LT Panel with Starter:

NS LT Panel 415 V indoor IP-42 compartmentalized, 1.6 mm CRCA sheet for non load bearing member & 2 mm for load bearing member, front lockable hinged door, wall mountable, dust & vermin proof, epoxy coated, detachable gland plate, 100A TPN Al. bus-bar, SCADA compatible (sufficient interposing relays, 2NO+2NC Aux. contactors, potential free contacts etc. as required) complete with all accessories and as below: Incomer: 100 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 (15 HP pump set) compliant to type-2 coordination chart (MCCB, contactor, overload relay with single phase protection), electronic timer, On-Off-Trip indication lamp, start-stop push button, auto/manual selector switch complete as required - 2 Set b) DOL starter (5 HP pumpset) compliant to type-2 coordination chart with MCCB, power contactor, overload relay, On-Off-Trip indication lamp, start-stop push button, auto/manual selector switch complete as required - 2 Set. c) 16 KVAR (2x5+2x2+2x1) heavy duty Capacitor with 8 step APFC relay, MCCB, capacitor duty contactor, indication lamps, selector switch, push button, aux. contactor, MCB etc. complete with all accessories and as required - 1 set d) 32A TPN MCCB 25 KA - 3 set e) 32 A TPN MCB - 5 No's for Actuated Valve f) 32 A SPN MCB - 3 No’s Each 1 391700 Three Lacs Ninety One Thousand Seven Hundred Rupees and No Paise 391700

B. LT Cables & Accessories:

RUIDP ISOR 2023, 60.4 Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Armoured Copper cable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV with electrolytic grade Copper made of copper rods confirming to IS 613-1964, of purity >99.7 %, round / flat strip armouring, Inner / outer sheath confirming to IS:5831 in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray(with cable tie) including testing etc. as required of following size. OEM must have it's own in house NABL accrediated Laboratory for testing procedure as per IS:10810 For additional technical parameters of product / work refer Annexure 'A' attached with this BSR

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

RUIDP ISOR 2023, 63.5 Supply & Laying following size earth strip in horizontal or vertical run in surface by means of Earth strip DMC Insulator including riveting/ soldering/ welding, Jointing shall be done by overlapping and with 2 set of Brass (for Cu strip) / GI (for GI Strip) nut bolt & spring washer spaced at 50cm making connection etc. as required.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

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

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

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

RUIDP ISOR 2023, 66.4 Providing & Fixing of IP20, 2'x2' LED Surface/ Recessed mounting Mid power SMD type LED Light fixture not less than 50mm housing depth made from CRCA sheet steel housing, high purity / transmisivity UV stabilized Non -yellowish diffuser for uniform light distribution. High efficiency with 4 KV internal/external surge protection BIS certified isolated driver having efficiency > 85% , with Short & Open circuit protection (Integral with light fixture). System lumen efficacy of ≥ 120 lm/Watt ,THD < 10 % , p.f.≥0.95,CRI >80 , life time of minimum 50000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80) certificate / Report from OEM shall be submitted. All as per pre approved by Engineer in- charge. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

Surface Mounting (Ref: 66.4.2)

Minimum lumen output 4200 lm (Ref: 66.4.2.3) Each 8 3391 Three Thousand Three Hundred Ninety One Rupees and No Paise 27128

RUIDP ISOR 2023, 64.12 Providing & Fixing of Heavy duty capacitor start, copper wound Double ball bearing 900/1400 RPM single phase Exhaust fan conforming to IS:2312 ISI marked in existing opening including making connections testing etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

380 mm sweep(900/1400 RPM) (Ref: 64.12.2) Each 6 4361 Four Thousand Three Hundred Sixty One Rupees and No Paise 26166

RUIDP ISOR 2023, 64.11 Providing & Fixing of of Double ball bearing, copper wounded capacitor start single phase metallic blade fresh air fan, in existing opening including cost of hardware , flexible 3 core copper conductor ,making connections, testing etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

225 mm sweep (Ref: 64.11.1) Each 2 1729 One Thousand Seven Hundred Twenty Nine Rupees and No Paise 3458

RUIDP ISOR 2023, 67.12 Providing & Fixing of IK08, IP 66 protected LED Street Light Luminaire on existing bracket/pole. Fixture made of powder coated single piece pressure die cast aluminum material with heat dissipation fins on housing with UV stabilized PC (UV stablization report submitted for UV cover ) /Toughened Glass cover and secondary lens on each LED & should be SMD type of 3 to 5 watt each . The System efficacy >=125 lm/ wt and potted driver & has a unique BIS R number with Input Voltage AC 120 to 270 V AC with High voltage Cutoff @>=300 V AC and Auto resetting Safety , Power Factor >0.95 driver Efficiency >85% ,THD(I) <10% Humidity 10% to 90% RH Working Temp -5C to 45C . driver current <750mA. The luminaire shall be BIS certified and Trade mark certified. Life Expectancy Equal or more than 50000 burning hrs with Minimum 70% lumen maintened , CRI >70 and CCT 5700K +355K. Surge protection shall be min ≥ 4 KV internal and min 10 KV external inside driver compartment. driver should be Phase to phase protection of 440 V for 4 Hrs. Manufactures Word Mark/Name Engraved/Embossing on die cast housing to allow traceability/authenticity. Fixture shall be AS PER IS 10322 Complianced.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR.

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

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

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

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

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

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

RUIDP ISOR 2023, 73.41 Providing & fixing Stainless Steel pressure gauge with dial of 150 mm dia size and range 0 to 20 kg/sq.cm with 3 / 8 " BSP bottom entry , Ball valve , SS Syphon tube all fittings etc, duly calibrated before installation in MKS and FPS units, Accuracy Level +/- 1% including Making Drilling in Existing MS Pipe Etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . Each 5 2698 Two Thousand Six Hundred Ninety Eight Rupees and No Paise 13490

RUIDP ISOR 2022, E111500 Providing and laying Stranded/ Flexible Annealede Bare copper conductor XLPE/PVC insulated suitably laid up together overall polyster taped Al (Mylar tape wrapped) along with ATC Drain wire overall PVC sheathed (ST-1) overall screened Pair armoured instrumentation Cables generally confirming to PAS 5308- Part-2-2009.

1.5 sq.mm (Ref; E111540)

1 pair (Ref; E111540A) Metre 300 121 One Hundred Twenty One Rupees and No Paise 36300

RUIDP ISOR 2022, E111400 Providing and laying Stranded/ Flexible Annealede Bare copper conductor XLPE/PVC insulated suitably laid up together overall polyster taped Al (inner sheated GI Steel wire Mylar/Drain wire) along with ATC drain wire , round/steel armoured overall PVC sheathed (ST-1) overall screened Core armoured instrumentation Cables generally confirming to PAS 5308- Part-2-2009.

1.5 sq.mm (Ref; E111440)

6 core (Ref; E111440E) Metre 760 186 One Hundred Eighty Six Rupees and No Paise 141360

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

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

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

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

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

1. Capital Works ' CSR based Items

B. LT Cables & Accessories:

34.10 A XLPE INSULATED ARMOURED CABLES (UNDERGROUND):

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

(ii) Overall size 10 sq.mm (2 Core) Armoured (underground) Metre 95 450 Four Hundred Fifty Rupees and No Paise 42750

(xxx) Overall size 240 sq.mm (3.5 Core) Armoured (underground) Metre 70 1447.5 One Thousand Four Hundred Forty Seven Rupees and Fifty Paise 101325

34.10 B XLPE INSULATED ARMOURED CABLES (LOOSE):

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

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

(xi) Overall size 25sq.mm (3 Core) Armoured (Loose) Metre 70 161.25 One Hundred Sixty One Rupees and Twenty Five Paise 11287.5

(xxx) Overall size 240sq.mm (3.5 Core) Armoured (Loose) Metre 40 1078.75 One Thousand Seventy Eight Rupees and Seventy Five Paise 43150

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

34.25 CABLE TRAY:

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

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

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

34.37 DOUBLE WALLED CORRUGATED (DWC) HDPE PIPES:

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

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

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

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

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

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

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

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

(vi) Brass Gland for Aluminium cable 2/3/4 core size 25-35 sq. mm Each 4 136.8 One Hundred Thirty Six Rupees and Eighty Paise 547.2

(xii) Brass Gland for Aluminium cable 3/3.5/4 core size 240 sq. mm Each 2 427.2 Four Hundred Twenty Seven Rupees and Twenty Paise 854.4

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

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

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

(iii) Aluminium thimble cable Core size 25 - 35sq.mm Each 12 17 Seventeen Rupees and No Paise 204

(xii) Aluminium thimble cable Core size 240 sq.mm Each 8 100 One Hundred Rupees and No Paise 800

34.13 (xiv) Earthing with G.I. wire/ rope in G.I. pipe partly recessed and partly on surface complete with 150cm long 50mm dia. G.I. earth pipe (Cutting threads and 36 Nos. holes, 1cm dia. To make a mesh around the GI Pipe) and with G.I. reducing socket including erection of the same, 10.50 metre (34.44 feet) below ground level with 20Kg. charcoal & salt mixture etc., up to 14 metre in length (including boring & refilling).

(b) Earthing with 7/14 S.W.G. (7/2.18mm dia.) G.I. rope in 20mm dia G.I. pipe with G.I. reducing socket 50mm x 20mm (upto 14 Metre in length) Each 4 5373.75 Five Thousand Three Hundred Seventy Three Rupees and Seventy Five Paise 21495

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

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

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

Wiring in PVC insulated copper conductor single core FR cable (ISI marked) overall 1.5sq. mm, 1100 volts grade to be laid in heavy gauge welded conduit pipe 20 mm./25 mm. dia.(1.6 mm. thick) ISI Marked reccessed in wall etc., complete with powder coated/anodised concealed metal boxes (1.6mm thick with Brass lugs) required for having (Flush/ Piano type accessories) Step type electronic fan regulators 100watts ( socket size), bell push, 5Pin 6Amp. sockets (4Module Box), 16Amp. universal sockets (6Module Box), 6/16/20 Amp. Switches etc. and covered with brown bakelite white glazed translucent backside painted sheet 3 mm.thick etc. PVC connector (For Fan Box and Call Bell), PVC Bush, Steel Hooks, Sheet metal fan box (1.6mm thick shape hexagonal), CI Circular junction Boxes (Four way 1.5" deep for walls and 3" deep for ceiling), bonding to earth with PVC insulated copper conductor single core FR cable (ISI marked) 1sq. mm, 1100 volts grade (For 6Amp. wall socket & plug control point) and other petty material etc., including the cost of above material, cutting and filling up of chases (with finishing the surface):-

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

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

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

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

34.09 (xiii) Supply and erection of PVC insulated PVC sheathed (3 core) round flexible wire with copper conductor (FR) cable (ISI marked) confirm to IS:694/1990 left bare in pipe or casing of suitable size complete in all respect as desired by the Engineer-in-charge:-

(c.) Overall size 2.5sq.mm (50/0.25mm), 3Core Metre 150 98.8 Ninety Eight Rupees and Eighty Paise 14820

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

Supply and erection of sheet metal double door Phase segregated distribution boards IP 43-IK09 metal door (dust protected) as per IS:8623-1&3, IEC 61439-1&3 suitable for flush mounting with fully insulated copper busbars, shrouded neutral bars, earth bars, cement spill protector, color-coded interconnecting wire set, cable ties, blanking plates and circuit identifications label and of required no. of ways for mounting miniature circuit breakers/ RCBO's/ RCCB's in the distribution board (For SP&N distribution board with rovision DP MCB's/ RCCB's/ RCBO's as incomer and SP MCB's as outgoings and for TP&N horizontal distribution board with provision TPN/ FP MCB's/ RCCB's/RCBO's as incomer and SP MCB's as outgoings) as per PWD General Specifications including connections with suitable size of thimbles and bonding to existing earth etc.

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

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

34.16 A MINIATURE CIRCUIT BREAKERS:

Supply and erection of Miniature Circuit Breaker MCB's for circuit protection against overload and short circuit current fault suitable for 240/ 415 volts 50cycles AC supply with breaking capacity of 10KA, Curve-C and low watt losses as per IS/IEC 60898-1, energy limitation class-3, true contact indication, label holder facility in the existing MCB distribution board as per PWD General Specifications including connections with suitable size of thimbles/lugs:-

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

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

34.29 B Single Arm Brackets for GI Pipe Pole:

(i) Supply and erection of GI pipe 40mm dia (A-class) Single arm bracket of suitable length give a total overhang at a tentative angle of 100/105 deg., the bracket should be fixed on top of the GI pipe pole having top outer dia. 80mm/100mm with GI reducer of suitable size with two coats of an approved aluminium paint complete in all respect approved by Engineer- in -charge at site:-

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

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

Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 Capital Works 'CSR based Electrical, Instrumentation & PLC Items after adding 5.35% (In Rs)

2.Capital Works ' Non-CSR based Items

A. LT Panel with Starter:

NS LT Panel 415 V indoor IP-42 compartmentalized, 1.6 mm CRCA sheet for non load bearing member & 2 mm for load bearing member, front lockable hinged door, wall mountable, dust & vermin proof, epoxy coated, detachable gland plate, 160 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: 160 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 - 2Set b) 22 KVAR (4x5+2x1) heavy duty Capacitor with 8 step APFC relay, MCCB, capacitor duty contactor, indication lamps, selector switch, push button, aux. contactor, MCB etc. complete with all accessories and as required - 1 set c) 32A TPN MCCB 25 KA - 3 set d) 32 A TPN MCB - 5 No's for Actuated Valve e) 32 A SPN MCB - 3 No’s Each 1 315000 Three Lacs Fifteen Thousand Rupees and No Paise 315000

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.

30 KW (Ref: 44.6.2) Each 2 109242 One Lacs Nine Thousand Two Hundred Forty Two Rupees and No Paise 218484

B. LT Cables & Accessories:

RUIDP ISOR 2023, 60.4 Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Armoured Copper cable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV with electrolytic grade Copper made of copper rods confirming to IS 613-1964, of purity >99.7 %, round / flat strip armouring, Inner / outer sheath confirming to IS:5831 in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray(with cable tie) including testing etc. as required of following size. OEM must have it's own in house NABL accrediated Laboratory for testing procedure as per IS:10810 For additional technical parameters of product / work refer Annexure 'A' attached with this BSR

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

RUIDP ISOR 2023, 63.5 Supply & Laying following size earth strip in horizontal or vertical run in surface by means of Earth strip DMC Insulator including riveting/ soldering/ welding, Jointing shall be done by overlapping and with 2 set of Brass (for Cu strip) / GI (for GI Strip) nut bolt & spring washer spaced at 50cm making connection etc. as required.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

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

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

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

RUIDP ISOR 2023, 66.4 Providing & Fixing of IP20, 2'x2' LED Surface/ Recessed mounting Mid power SMD type LED Light fixture not less than 50mm housing depth made from CRCA sheet steel housing, high purity / transmisivity UV stabilized Non -yellowish diffuser for uniform light distribution. High efficiency with 4 KV internal/external surge protection BIS certified isolated driver having efficiency > 85% , with Short & Open circuit protection (Integral with light fixture). System lumen efficacy of ≥ 120 lm/Watt ,THD < 10 % , p.f.≥0.95,CRI >80 , life time of minimum 50000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80) certificate / Report from OEM shall be submitted. All as per pre approved by Engineer in- charge. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

Surface Mounting (Ref: 66.4.2)

Minimum lumen output 4200 lm (Ref: 66.4.2.3) Each 8 3391 Three Thousand Three Hundred Ninety One Rupees and No Paise 27128

RUIDP ISOR 2023, 64.12 Providing & Fixing of Heavy duty capacitor start, copper wound Double ball bearing 900/1400 RPM single phase Exhaust fan conforming to IS:2312 ISI marked in existing opening including making connections testing etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

380 mm sweep(900/1400 RPM) (Ref: 64.12.2) Each 6 4361 Four Thousand Three Hundred Sixty One Rupees and No Paise 26166

RUIDP ISOR 2023, 64.11 Providing & Fixing of of Double ball bearing, copper wounded capacitor start single phase metallic blade fresh air fan, in existing opening including cost of hardware , flexible 3 core copper conductor ,making connections, testing etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

225 mm sweep (Ref: 64.11.1) Each 2 1729 One Thousand Seven Hundred Twenty Nine Rupees and No Paise 3458

RUIDP ISOR 2023, 67.12 Providing & Fixing of IK08, IP 66 protected LED Street Light Luminaire on existing bracket/pole. Fixture made of powder coated single piece pressure die cast aluminum material with heat dissipation fins on housing with UV stabilized PC (UV stablization report submitted for UV cover ) /Toughened Glass cover and secondary lens on each LED & should be SMD type of 3 to 5 watt each . The System efficacy >=125 lm/ wt and potted driver & has a unique BIS R number with Input Voltage AC 120 to 270 V AC with High voltage Cutoff @>=300 V AC and Auto resetting Safety , Power Factor >0.95 driver Efficiency >85% ,THD(I) <10% Humidity 10% to 90% RH Working Temp -5C to 45C . driver current <750mA. The luminaire shall be BIS certified and Trade mark certified. Life Expectancy Equal or more than 50000 burning hrs with Minimum 70% lumen maintened , CRI >70 and CCT 5700K +355K. Surge protection shall be min ≥ 4 KV internal and min 10 KV external inside driver compartment. driver should be Phase to phase protection of 440 V for 4 Hrs. Manufactures Word Mark/Name Engraved/Embossing on die cast housing to allow traceability/authenticity. Fixture shall be AS PER IS 10322 Complianced.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

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

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

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

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

RUIDP ISOR 2023, 43.28 Supply, Installation, testing and commissioning of Battery powered Electromagnetic flow meters with GSM/GPRS based with an accuracy of ± 1% of measured value, ingress protection Electronics IP 66 and flow tube IP 68, MOC: lining Neoprene rubber/Hard rubber/PTFE, Flange - SS316/SS304/MS/CS, Electrode - SS 316/Hastalloy, Coil Housing - SS, battery life of min. 5 years, LCD display 5 digit for instantaneous flow and 9 digit for Totalized flow as per technical specifications of following sizes:

200 mm (Ref; 43.28.12) Each 2 188645 One Lacs Eighty Eight Thousand Six Hundred Forty Five Rupees and No Paise 377290

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

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

RUIDP ISOR 2023, 73.41 Providing & fixing Stainless Steel pressure gauge with dial of 150 mm dia size and range 0 to 20 kg/sq.cm with 3 / 8 " BSP bottom entry , Ball valve , SS Syphon tube all fittings etc, duly calibrated before installation in MKS and FPS units, Accuracy Level +/- 1% including Making Drilling in Existing MS Pipe Etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . Each 3 2698 Two Thousand Six Hundred Ninety Eight Rupees and No Paise 8094

RUIDP ISOR 2022, E111500 Providing and laying Stranded/ Flexible Annealede Bare copper conductor XLPE/PVC insulated suitably laid up together overall polyster taped Al (Mylar tape wrapped) along with ATC Drain wire overall PVC sheathed (ST-1) overall screened Pair armoured instrumentation Cables generally confirming to PAS 5308- Part-2-2009.

1.5 sq.mm (Ref; E111540)

1 pair (Ref; E111540A) Metre 270 121 One Hundred Twenty One Rupees and No Paise 32670

RUIDP ISOR 2022, E111400 Providing and laying Stranded/ Flexible Annealede Bare copper conductor XLPE/PVC insulated suitably laid up together overall polyster taped Al (inner sheated GI Steel wire Mylar/Drain wire) along with ATC drain wire , round/steel armoured overall PVC sheathed (ST-1) overall screened Core armoured instrumentation Cables generally confirming to PAS 5308- Part-2-2009.

1.5 sq.mm (Ref; E111440)

6 core (Ref; E111440E) Metre 560 186 One Hundred Eighty Six Rupees and No Paise 104160

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

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

Electrical Works for Sub-Station, Water Suppy- Mudki

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

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

1. Capital Works ' CSR based Items

A. HT Cables & Accessories:

34.36 XLPE INSULATED HT CABLES:

34.36 A XLPE INSULATED HT ARMOURED CABLES (UNDERGROUND):

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

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

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

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

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

B. LT Cables & Accessories:

34.10 A XLPE INSULATED ARMOURED CABLES (UNDERGROUND):

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

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

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

34.10 B XLPE INSULATED ARMOURED CABLES (LOOSE):

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

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

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

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

34.25 CABLE TRAY:

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

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

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

34.37 DOUBLE WALLED CORRUGATED (DWC) HDPE PIPES:

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

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

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

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

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

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

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

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

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

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

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

34.13 (xiv) Earthing with G.I. wire/ rope in G.I. pipe partly recessed and partly on surface complete with 150cm long 50mm dia. G.I. earth pipe (Cutting threads and 36 Nos. holes, 1cm dia. To make a mesh around the GI Pipe) and with G.I. reducing socket including erection of the same, 10.50 metre (34.44 feet) below ground level with 20Kg. charcoal & salt mixture etc., up to 14 metre in length (including boring & refilling).

(b) Earthing with 7/14 S.W.G. (7/2.18mm dia.) G.I. rope in 20mm dia G.I. pipe with G.I. reducing socket 50mm x 20mm (upto 14 Metre in length) Each 14 5373.75 Five Thousand Three Hundred Seventy Three Rupees and Seventy Five Paise 75232.5

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

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

Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 Capital Works 'CSR based Electrical, Instrumentation & PLC Items after adding 5.35% (In Rs)

2.Capital Works ' Non-CSR based Items

RUIDP ISOR 2023, 72.4 Supply & Installation of D.P. Structure With AIR BREAK SWITCH having following specifications A, B, C, D, E. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . A) Double pole structure on 2 no ISMB ( I beam ) of size 150 x 75 mm, 10 mtr length using 7 no MS channel each of size 100 mm x 50 mm x 2500 mm complete in all respect with nuts, springs washers, clamps as required. B) Off load type gang operated 3-pole vertical flute type switch suitable for 11KV ; 400A ,3-ø, central post rotating double break isolator complete with MS hardware , copper moving & fixed contact ,assembly of 9 nos pin insulator ,GI pipe of suitable length for operation. C) 3nos Vertical / Horizontal mounted 11kv horn gap fuse set /drop out 11kv barrel fuses mounted on 6no pin insulators D) 3 piece non linear resistor type. lighting arrestor of approved make suitable for 3 wire, 11kv Overhead line with rated voltage of 9kv rms & nominal discharge current rating of 5 ka & complete with galvanized clamping arrangement GI bolts, nuts, washer etc as required. E) 3 no 11kv ACSR conductors mounted on pin type insularors as required. 6.GENERAL:The go shall be operated by hand operated liver properly earthed with provision for locking mounted at 3’ Set 1 104718 One Lacs Four Thousand Seven Hundred Eighteen Rupees and No Paise 104718

RUIDP ISOR 2023, 72.4 Supply and fixing Substation structure for mounting 11/0.4 Kv Transformer on Double pole as per DISCOM specification complete in all respect as required including nuts and bolts etc (excluding the cost of poles) made of MS channel of 4 nos 100 x 50 x 6mm and 4 nos 75 x 40 x 6mm and MS flat 50 x 6mm etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . Each 1 18701 Eighteen Thousand Seven Hundred One Rupees and No Paise 18701

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

RUIDP ISOR 2023, 72.7.3 Outgoing Panel comprising of following: - VCB 630 Amps . VI of VCB should be sealed for 30000 operation. VCB operationg mechanism should be of M2 duty for minimum 10000 mechanical operation. - Closing & tripping coil of VCB should be of continious rating to achive minimal failure. - Resin Cast type CT having Ratio : 400-200A/ 1-1 A, Core1: 5P20, 5 VA; Core 2: 0.5, 5 VA (How ever CT Ratio shall be decided as per load requirement) - Numerical relay (should be VCB manufacturer's own make) having protections of 50,51, 50N,51N,TCS. The relay shall have programable 4 digital Input , programable 6 Digital Output and programable 4 nos. LED at HMI. - Ammeter with Selectorswitch and Volt meter with Selector switch - Multifunction Meter of Acc Class 0.5, having facility to monitor KW, KVA, KVAR, PF, KWH, KVARH, KVAH, A,V etc. - Trip circuit supervision relay (feature of numerical relay) - LR, TNC switch, indication lamp - CB ON/OFF, spring charge, Auto trip, TCS healthy etc., Space heaters - Power Pack (230V AC- 110V DC) Set 2 598691 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.

100 KVA (Ref: 72.2.2) Each 2 261516 Two Lacs Sixty One Thousand Five Hundred Sixteen Rupees and No Paise 523032

NS PCC (Main) 415 V indoor IP-42 , compartmentalized, 1.6 mm CRCA sheet for non-load bearing 2 mm for load bearing member, front lockable hinged door, floor mounted, dust & vermin proof, epoxy coated, detachable gland plate, TPN Al. bus-bar complete with all accessories and as below: Incomer: TPN 200A MCCB with multi-function meter, SPD, indication lamps for R-Y-B, On-Off-Trip complete as required -2 Sets Bus-Coupler: TPN 200A MCCB with indication lamps for R-Y-B, On-Off-trip complete as required -1 Set Mechanical & Electrical interlock to be provided between incomers & bus-coupler Outgoing: a) 160 A TPN MCCB 25 KA with O/L, S/C protection, multi-function meter, indication lamps for R-Y-B, On-Off-Tripcomplete as required - 2 set (Bus-Section 1) b) 32A TPN MCCB 25 KA - 3 set (Bus-Section 1) c) 32A SPN MCB 10 KA - 2 set (Bus-Section 1) d) 125 A TPN MCCB 25 KA with O/L, S/C protection, multi-function meter, indication lamps for R-Y-B, On-Off-Trip complete as required - 2 set (Bus-Section 2) e) 100 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 - 2 set (Bus-Section 2) f) 32A TPN MCCB 25 KA - 1 set (Bus-Section 2) g) 32A TPN MCB 10 KA - 4 set (Bus-Section 2) h) 32A SPN MCB 10 KA - 1 set (Bus-Section 1) Each 1 446600 Four Lacs Forty Six Thousand Six Hundred Rupees and No Paise 446600

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

C. DG Set & AMF Panel:

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

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

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

RUIDP ISOR 2023, 72.29 SITC of PLC Based Auto main failure (AMF) Panel fabricated from CRCA sheet steel 2 mmThick , Powder coated finish , Engine Start & Stop commands, control Relays , Ammeter & Voltmeter with selector switches, Control & 2 nos 4 pole Power Contactors with 2 no. of required size 4 pole MCCB, Timers, Electronic Hooter ,Visual & Alarm indication for faults, UPS, operator interface panel complete in all respect suitable for following capacity DG sets: Appropriate Test Certificate/ report of product/accessories from OEM/Panel Manufecturer shall be submitted. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

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

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

RUIDP ISOR 2023, 63.5 Supply & Laying following size earth strip in horizontal or vertical run in surface by means of Earth strip DMC Insulator including riveting/ soldering/ welding, Jointing shall be done by overlapping and with 2 set of Brass (for Cu strip) / GI (for GI Strip) nut bolt & spring washer spaced at 50cm making connection etc. as required.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

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

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

E. Outdoor Lighting:

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

20.0 Mtr Hm (in 2 section) suitable for 12 No. Luminaries (Ref; 67.7.3) Each 2 338738 Three Lacs Thirty Eight Thousand Seven Hundred Thirty Eight Rupees and No Paise 677476

RUIDP ISOR 2023, 67.11 Providing & Fixing of IK08 IP-66 protected high power LED flood light system with single piece Pressure diecast aluminium housing, toughened glass diffuser with suitable lenses on LED to achieve various beam angles, of high power LED of 3 to 5 watt each . Integrated potted driver as a unique BIS R number having efficiency more than 85 % and in compliance to BIS certified and Trade mark certificate. The System level Luminaire efficacy >=125 lm/ wt. LED driver Input Voltage AC 120 to 270 V AC with High voltage Cutoff @>=300 V AC and Auto resetting Safety .Power Factor >0.95 , THD(I) <10% , driver current <=750mA. driver should be Phase to phase protection of 440 V for 4 Hrs. Electrical Connector , Surge Protection Min >=4KV internal and 10KV external but inside driver compartment, System life of 50000 Burning hours with 70% of Initial Lumens maintained, CRI>70 and CCT 5700K ±355K. Manufactures Word Mark/Name Engraved/Embossing/Screen printing on die cast housing to allow traceability/authenticity. Fixture shall be IS 10322 Complianced.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR.

High Power LED Flood Light Minimum lumen output 37500 lm (Ref; 67.11.11) Each 24 21993 Twenty One Thousand Nine Hundred Ninety Three Rupees and No Paise 527832

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

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

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

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 'SCADA Items (In Rs)

Total : Part - C (SCADA ) Non CSR Amount : (Rs)

5 years’ Operation and Maintenance (Part-2) at Mudki Town, District Ferozepur, Punjab under AMRUT 2.0 Scheme

5 Years' Operation & Maintenance Cost (PART 2)

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

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

2 1st Year. Rs per month. 12 206658.541666667 Twenty Four Lacs Seventy Nine Thousand Nine Hundred Two Rupees and Fifty Paise

3 2nd Year. Rs per month. 12 247251.724299583 Twenty Nine Lacs Sixty Seven Thousand Twenty Rupees and Sixty Nine Paise

4 3rd Year. Rs per month. 12 265795.603622051 Thirty One Lacs Eighty Nine Thousand Five Hundred Forty Seven Rupees and Twenty Four Paise

5 4th Year. Rs per month. 12 285730.273893705 Thirty Four Lacs Twenty Eight Thousand Seven Hundred Sixty Three Rupees and Twenty Nine Paise

6 5th Year. Rs. per month. 12 307160.044435733 Thirty Six Lacs Eighty Five Thousand Nine Hundred Twenty Rupees and Fifty Three Paise

Total 5 Years' O&M in Rs One Crores Fifty Seven Lacs Fifty One Thousand One Hundred Fifty Four Rupees and Twenty Five Paise