Canal Water Based Water Supply Project for Construction of 5.00 MLD Water Treatment Plant WTP and other related works including 5 years O and M Part 2 at Samrala Town District Ludhiana Punjab under AMRUT 2 Scheme

STANDARD BIDDING DOCUMENT FOR PROCUREMENT OF WORKS

Part- 2 Canal Water based Water Supply Project for Construction of 5.0 MLD Water Treatment Plant and other related works including Operation and Maintenance for a period of 05 years; and Supplying, Installation, Testing of Solar Panels including other required equipment as per Guidelines of Punjab Energy Development Agency (PEDA) over Raw Water S&S Tanks of Water Treatment Plants with Operation and Maintenance for a period of 07 years under AMRUT 2.0 Scheme

Town : Samrala, District : Ludhiana, Punjab

Project Value: Capital cost: Rs. 1434.48 Lakh 05 Years' O&M: Rs. 393.69 Lakh

Name of Work: Part- 2: Canal Water based Water Supply Project for Construction of 5.0 MLD Water Treatment Plant and other related works including Operation and Maintenance for a period of 05 years; and Supplying, Installation, Testing of Solar Panels including other required equipment as per Guidelines of Punjab Energy Development Agency (PEDA) over Raw Water S&S Tanks of Water Treatment Plants with Operation and Maintenance for a period of 07 years under AMRUT 2.0 Scheme

Town : Samrala, District : Ludhiana, Punjab

Name of Bidder:

1 Part- A, B & C : Construction of 5.0 MLD Water Treatment Plant (WTP) and other related works

2 Part- D : 05 Years' Operation and Maintenance

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

Percentage Above/Below/At Par Select %

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

Amount In Words No Rupees and No Paise

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

Canal Water based Water Supply Project for Construction of 5.0 MLD Water Treatment Plant and other related works including Operation and Maintenance for a period of 05 years (Part-2) and Supplying, Installation, Testing of Solar Panels including other required equipment as per Guidelines of Punjab Energy Development Agency (PEDA) over Raw Water S&S Tanks of Water Treatment Plants with Operation and Maintenance for a period of 07 years under AMRUT 2.0 Scheme Town name Rampura Phul

Town : Samrala, District : Ludhiana, Punjab District Bathinda

S.no. Description Amt. (Rs.lakh)

(A) Civil works :

1 Canal intake :

i) Raw Water Gravity Main from Canal to RW Concrete Channel : DI K -7 : 300 mm. i/d. 171135.2104099908

ii) RCC Valve Chamber at Intake near Canal : 1.20 x 1.20 x 2.6 m 272071.2413730717

iii) RW Concrete Channel : 5.40 x 0.90 x 3.40 m 419181.3290000001

iv) Intake Sump, Pumping machinery room, Panel Room and Meter room: 1522637.7079684532

v) Construction of Toilet Block 218830.00733775832

vi) Septic Tank with Soak Pit 141136.71690088106

vii) Construction of BT Road (Approcah Road & inside Premises) 419852.40849999996

viii) Boundary Wall at Intake 507207.99999999994

2 Raw Water Rising Main from Intake Sump to SS Tank at WTP (Rising Main of DI K -7 : 300 mm.i/d. D.I.) 32973640.550594762

3 RCC Valve Chamber at Raw water inlet Channel

i) Valve Chamber-I (3.0 x 2.0 m) 352487.3131269081

ii) Valve Chamber-II (2.0 x 2.0 m) 324651.7839269081

4 Raw water S & S tank :

i) Raw Water Channel (at inlet of S&S Tank) 1174433.30497633

ii) Raw Water Storage and Sedimentation (S &S) Tank 56986624.6845

iii) Construction of RCC column for supporting Solar Panel. 2118375.693

iv) Raw Water & Clear Water Sump & Pumping Station

5 Water Treatment Plant

Capacity : 5 MLD at Rs.46.07 Lakh / MLD 56196000

6 Mixing Chamber, Valve Chamber & CCT :

i) Chlorine mixing chamber : 2.2x 1.80 x 5.40 m 490466

ii) Valve Chamber to CWR : 2.60 x 1.50 x 3.95 m 1082153

iii) Chlorine Contact Tank with Compartment (02 No's) 2769967.14406975

7 Clear water reservoir : (CWR)

i) Clear Water Reservoir with Compartment (02 No's) 10175916.25414

ii) Panel Room cum Operator Room 636909

8 Clear Water Rising Main (CW-RM) WTP To OHSRs (DI S & S IS ; 8329 DI K-7) 65457935.57131906

9 Road Works : (CW-RM)

Dismantling of Road & Restoration of Road

10 National Highways Crossing Arrangements with Trenchless Crossing Method 995517.9976517707

11 Distribution line within WTP premises 363965.02178769605

12 Boundary wall with Barbed wire fencing at WTP 3990688

Capital Cost - (A) Civil Works

(B) Mechanical Works :

13 Intake Pumping Station 4984613.049773251

14 Raw Water Pumping Station including Floating Arms 8917452.459353251

15 S&S Tank - Dewatering Pumps 704975.9961025

16 Clear Water Pumping Station 7009091.548773251

17 Gate for outlet of CWR 352200

Sub Total - (B) Mechanical Works

(C) Electrical Works :

18 Intake Pumping Station 2342686.392025

19 Raw & Clear Water Pumping Station 5212113.7219

20 Sub-Station for Raw & Clear Water Pumping Station and WTP 7400640.70405

21 SCADA for Intake, Raw Water & Clear Water Pumping Station, WTP & Sub-Station 4339666

Sub Total - (C) Electrical Works

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

05 years' O&M Charges

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

Provisional Sum

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

(A) Provisional Sum : (Capital Cost)

1 Any other work or pipeline = 5 % of Dist.Pipeline Cost or shifing of utilities 0.05 12.138659971514976

2 Price Escalation = 3.75 % of Capital Cost (@ 7.50 % per annum and average 3.75% per year) 0.0375 53.792854538788845

3 Contingencies = 5 % of Capital Cost 0.05 71.72380605171847

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

5 Department charges

For Permission from Forest Department 10

6 Permission of BT Bill: National Highway (NH): Bank Guaranttee: 2.20 Lakh License Fee: 1.20 Lakh NH Trenchless Crossing: 25 m x 1 m =25 sqm x Rs.5725/ sqm = Rs. 1.43125 Lakhs 4.831250000000001

7 Electrical connections charges :

a Intake Pumping Station 2.98853

b Sub-Station 9.8881

Sub Total (A) Provisional Sum 190.3632005620223

(B) PWSSB Charges and Cess :

8 Contingencies Charges on work @ 1% ( To be paid on actual limited to maximum @ 1% of Capital cost) 14.344761210343693

9 PWSSB ( Admin ) Charges @ 6 % on Capital Cost 86.06856726206215

10 Third Party Inspection Charges @ 0.92% 13.197180313516197

a Culture Cess @ 1% ( For works more than 15 Crore on PWSSB works and Nil for Local Govt.works ) 14.344761210343693

b Cancer Cess @ 1% ( For works more than 15 Crore) 14.344761210343693

Sub Total (B) PWSSB Charges and Cess 0.0% 142.30003120660942

Sub Total : Provisional Sum (A+B) (Not Part of Bidding)

Raw Water Gravity Main from Canal to Valve Chamber at Intake

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

1. Capital Works CSR based Items

Excavation : ( Manually)

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

(a) Earthwork upto 1.50 mt.Depth.

i All classes of soil except rocky Cum 15.78 169.03

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 15.78 99.1

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

A DI pipe as per IS 8329 DI-K7

Pipe lines laid complete.

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

a DI Specials : Up to 300 mm.i/d. Kg 27.039106294793196 115.81

Capital Works ' CSR based Items (In Rs)

Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 0.0535

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

RCC Valve Chamber at Intake near Canal

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

1. Capital Works CSR based Items

Earthwork in excavation :

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

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

i All classes of soil except rocky cum 4.860000000000001 83

Extra depth excavation :

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

Extra depth excavation : > 1.50 m.

6.19 Excavation in Soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting,trimming bottom and side slopes,in accordance with requirements of lines,grades and cross sections with all lifts and lead up to 60 m. cum 1.14 34

Rate for loading :

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

Rate for loading into wagons,trucks or boats within 15 metres lead. cum 1.14 19.48

Carriage of Earth :

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

1 st chain of 30 meters (0 - 30 m) cum 1.14 30.794600000000003

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

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

10.13 Cement concrete 1:2:4

a With stone ballast or shingle

ii mixing by mechanical means using concrete mixer volumetric type. cum 0.3240000000000001 4670

10.17 Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in foundation and plinth. cum 3.504465844472541 5698

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or Battering.) sqm 1.2800000000000002 210

C / shuttering :

9.2 Centering and shuttering for faces of walls,partitions,retaining walls and the like (vertical or battering) including attached pilasters,buttertsses etc. sqm 25.759999999999998 405

C / shuttering :

9.8 Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. sqm 2.418628330588459 532

18.18 Cold twisted deformed (Ribbed/Tor Steel Bars) Fe 500 grade as per IS 1786-2008 for RCC works,where not including in the complete rate of RCC including bending and placing in position complete. Qtl 2.9587726755780324 6497

PVC Foot Steps :

29.35 Providing orange colour safety footrest of minimum 6 mm. thick plastic encapsulated as per IS : 10910 on 12 mm. dia.steel bar conforming to IS : 1786 having minimum cross section as 23 mm. x 25 mm. and over all minimum length 263 mm. and width as 165 mm.with minimum 112 mm.space between protured legs having 2 mm.tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm.as per stanard drawing and suitable to withstand the bend rest and chemical resistance test asper specifications and having manufactureers permanent identification mark to be visible even after fixing ,including fixing in manholes with 230 x 150 x 75 cm. cement concrete block 1:2:4 ( 1 cement : 2 sand : 4 stone aggregate) complete as per design. each 7 209

RCC Manhole cover with frame :

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

A RCC Man hole cover with frame

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

ii Heavy duty Each 1 1942

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

B Class PN-1.6 as per ISI

(e ) Sluice Valves flanged.(250 mm.i/d) Each 1 22337.15

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

Pipe lines laid complete.

GI Pipe : ( Rising pipe for Valve Operation)

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

Diff.in Rates of Materials :

Extra rate for OPC Cement Bags 29 26.219683840000002

Carriage of Materials :

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

Capital Works ' CSR based Items (In Rs)

Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 0.0535

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

Raw Water Channel near Canal

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

1. Capital Works CSR based Items

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

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

i All classes of soil except rocky cum 13.6875 83

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

Extra depth excavation :

6.19 Excavation in Soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting,trimming bottom and side slopes,in accordance with requirements of lines,grades and cross sections with all lifts and lead up to 30 m. cum 10.493749999999999 34

4.1 ( A) Rate for loading in to wagons,trucks or boats within 15 meters lead. cum 10.493749999999999 19.48

Carriage of Earth : (Balance earth Qty)

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

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

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

10.13 Cement concrete 1:2:4

a With stone ballast or shingle

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

10.17 Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in foundation and plinth. cum 17.5121 5698

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

C / shuttering :

9.2 Centering and shuttering for faces of walls,partitions,retaining walls and the like (vertical or battering) including attached pilasters,buttertsses etc. sqm 76.84 405

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

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

18.18 Cold twisted deformed (Ribbed/Tor Steel Bars) Fe 500 grade as per IS 1786-2008 for RCC works,where not including in the complete rate of RCC including bending and placing in position complete. Qtl 14.796179999999998 6497

Safety foot rest :

29.35 Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230 x150 x75 cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design. Each 20 209

MS Railing for Operation platform Bar screen :

18.3 Providing and fixing stair case railing made out of M.S. Square bars 20x20m as vertical cost 0.70 metre high fixed with M.S. Base plate of 40mx40mmx6mm and flat iron 40mmx6mm as hand rail complete in all respects. m 3.6999999999999997 908

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

B Class PN-1.6 as per ISI

(d ) Sluice Valves flanged.(200 mm.i/d) Each 1 15521.35

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

Pipe lines laid complete.

28.1 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

GI Pipe : ( Rising Pipe for Valve Operation)

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

Diff. Rates of materials :

Extra rate for OPC Bags 144 26.219683840000002

Carriage of materials :

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

Capital Works ' CSR based Items (In Rs)

Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 0.0535

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

2. Capital Works ' NON CSR based Items

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

Capital Works Non CSR based Items (In Rs)

Capital Works (Part - A) " Civil "

CSR based amount after adding 5.35% (In Rs)

Non - CSR based amount (In Rs)

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

Intake Sump with Pumping Station

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

1. Capital Works CSR based Items

A Pumping Machinery Room ( BGL)

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 61.4835 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 142.22 34

Loading by Mechanical means :

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

4.1 (A) Stone (building or pitching) Sand,Earth,Fly ash,Bajri,Shingle,Spalls,Brick bats,Brick ballast and Stone metal. cum 142.22 19.48

Carriage of Earth : ( Balance earth Qty)

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

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

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

10.13 Cement concrete 1:2:4

a With stone ballast or shingle

ii mixing by mechanical means using concrete mixer volumetric type. cum 3.6456 4670

M-30 : Plinth level

10.17 Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in foundation and plinth. cum 44.74338749999999 5698

M-30 : Plinth level > 4.0 m

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

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering.) sqm 7.237999999999999 210

C / Shuttering : ( Walls)

9.2 Centering and shuttering for faces of walls,partitions,retaining walls and the like (vertical or battering) including attached pilasters,buttertsses etc. sqm 148.64 405

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

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

C / Shuttering : (Columns)

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

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

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

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

C / Shuttering : (Slab)

9.8 Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. sqm 58.496999999999986 532

18.18 Cold twisted deformed (Ribbed/Tor Steel Bars) Fe 500 grade as per IS 1786-2008 for RCC works,where not including in the complete rate of RCC including bending,binding and placing in position complete. Qtl 76.3345005 6497

PVC Foot Steps :

29.35 Providing orange colour safety footrest of minimum 6 mm. thick plastic encapsulated as per IS : 10910 on 12 mm. dia.steel bar conforming to IS : 1786 having minimum cross section as 23 mm. x 25 mm. and over all minimum length 263 mm. and width as 165 mm.with minimum 112 mm.space between protured legs having 2 mm.tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm.as per stanard drawing and suitable to withstand the bend rest and chemical resistance test asper specifications and having manufactureers permanent identification mark to be visible even after fixing ,including fixing in manholes with 230 x 150 x 75 cm. cement concrete block 1:2:4 ( 1 cement : 2 sand : 4 stone aggregate) complete as per design. Each 34 209

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

RCC Manhole cover with frame :

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

A RCC Man hole cover with frame

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

ii Heavy duty Each 2 1942

Diff.rates of materials :

Coarse sand : Cum 33.4 -143.79679999999985

Extra rate for OPC Bags 592.47 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 66.07 647.1788

Coarse sand : Cum 33.4 409.23220000000003

B Pumping Machinery Room,Panel and Meter Room Combined

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 27.022854720193767 5151

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

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

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

10.13 Cement concrete 1:2:4

(a) with stone ballast or shingle

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

10.26 Damp proof course 4 cm. thick of cement concrete 1:2:4 with two coats of bitumen 20/30 penetration at 1.65 kg per sqm.laid hot and sanded. sqm 10.363800000000001 331

10.22 Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixture as per IS : 1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in superstructure. cum 26.243026944901928 6449

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

Extra height Concrete :

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

18.18 Cold twisted deformed (Ribbed/Tor Steel bar) Bars Fe 500 grade as per IS : 1786-2008, for R.C.C. works,where not including in the complete rate of R.C.C. including bending and binding,placing in position complete. Qtl 24.419999999999998 6497

C / Shuttering : (Columns)

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

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

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

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

C / Shuttering > 4.0 m.height : ( Columns) sqm 8.399999999999999 559

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

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

C / Shuttering > 4.0 m.height :

C/shuttering : ( Lintels)

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

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

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

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

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

White washing :

16.3 White washing (Three coat) sqm 402.46904868886577 15

Preparation of plastered surface :

16.6 Prepartion of plastered surfaces for distempering including surface,applying filling with approved quality filler consisting of plaster o Paris and chalk mitti,including finishing the surface to the required finish complete. sqm 287.63700000000006 61

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

Oil Bound Distemper :

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

Earth filling under floors :

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

Ironite flooring:

14.4 50 mm.thick ironite ( Metallic floor hardner to be mixed with Granolithic topping for heavy duty floors ) floor consisting of 40 mm.thick cement concrete 1:2:4 base and top layer 10 mm. thick laid with one part of ironite and grey cement mixed together in the ratio of 1:4 by weight to two parts of hard granite chippings 6 mm gauge by volume finished smooth with hard rubbing. sqm 48.364200000000004 781

CC 1:4:8 Base for Ironite flooring:

10.11 Cement concrete 1:4:8

(a) with stone ballast 20 mm.gauge

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

Steel windows and Ventilators :

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

(b) Above one sqm Area kg 54 108

18.23 Fixing steel windows in walls with lugs,embedded in 15 cm x 12 cm x 7.5 cm. of cement concrete block of 1:2:4 mix,including,cost of cement concrete for lugs. sqm 11.04 240

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

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

Doors Shutter :

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

(a) 40mm thick. sqm 2.4804 3878

Aluminium Fittings :

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

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

Steel Chowkats :

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

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

Rolling Shutter :

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

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

CC 1:2:4 : ( Coping )

10.13 Cement concrete 1:2:4

(a) with stone ballast or shingle

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

13.55 Cement concrete 1:2:4 gola 10 cm.x 10 cm. concave quadrant along junction of roofs with parapet wall finished smooth,where specially specified. Mtr 36.1 65

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

Bottom Khurra :

13.51 Bottom Khurra on ground 1.2 m x 0.6 m consisting of bricks on edge laid in cement mortar 1:3 over 7.5 cm.cement concrete 1:8:16, including 12.5 mm. thick cement plaster 1:3 Nos. 4 677

11.42 Providing 75 mm.first class brick drip course at junction of roof and walls laid in cement sand mortar 1:4 including dressing of bricks. Rmt 36.1 121

CI Rain water pipes :

13.41 Providing and fixing cast iron 100 mm dia, rain water pipe with screw and wooden plugs fixed on wall-face, including filling joints with spun yarn and cement mortar 1:2 excluding head and shoe etc. m 13.98 1154

13.42 Providing and fixing cast iron head for rain water pipe on wooden plugs fixed on wall-face including filling the joints with spun yarn and cement mortar 1:2. nos. 4 774

13.43 Providing and fixing cast iron shoe for rain water pipe on wooden plugs fixed on wall face including filling the joints with spun yarn and cement mortar 1:2. nos. 4 774

Embedding of CI Rain water pipes :

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

C Meter Room Above GL

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

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

10.13 Cement concrete 1:2:4

(a) With stone ballast or shingle

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

M-30 : Plinth level

10.17 Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in foundation and plinth. cum 0.6555833333333334 5698

18.18 Cold twisted deformed (Ribbed/Tor Steel Bars) Fe 500 grade as per IS 1786-2008 for RCC works,where not including in the complete rate of RCC including bending,binding and placing in position complete. Qtl 0.4448 6497

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

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

Difference rates of materials :

Coarse sand : Cum 35.26 -143.79679999999985

Extra rate for OPC Cement Bags 455.8 26.219683840000002

Carriage of materials :

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

Coarse sand : Cum 35.26 409.23220000000003

Fine sand : From Pathankot (67 km.) Cum 2.32 432.28000000000003

Capital Works ' CSR based Items (In Rs)

Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 0.0535

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

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

1. Capital Works CSR based Items

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

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

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

10.21 Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. Cum 1.86 6158

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

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

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

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

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

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

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

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

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

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

17.45 (a) Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate z sections and other sections conforming to Is: 733 and IS : 1285 of Jindal, Hindalco, Mahavir or equivalent make approved by Engineer in Charge , fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC Plug/neoprene felt etc. aluminum sections shall be smooth, rust free, straight, mitered and jointed mechanically wherever required including cleat angle, aluminum snap beading for glazing/paneling, C.P.brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer-In Charge. (Glazing and paneling to be paid for separately) : For fixed portion and chawkhats Kg 12.478500000000002 352

17.45 (b) Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate z sections and other sections conforming to Is: 733 and IS : 1285 of Jindal, Hindalco, Mahavir or equivalent make approved by Engineer in Charge , fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC Plug/neoprene felt etc. aluminum sections shall be smooth, rust free, straight, mitered and jointed mechanically wherever required including cleat angle, aluminum snap beading for glazing/paneling, C.P.brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer-In Charge. (Glazing and paneling to be paid for separately) : For shutters of doors, windows & ventilators including providing and fixing hinges/pivots and labour for fixing of fittings wherever required including the cost of PVC Plug / neoprene gasket required Kg 7.380999999999999 368

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

(i) Triple Layer Tanks Litre 500 10.8

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

(IV) 32mm i/d Each 1 909.32

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

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

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

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

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

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

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

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

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

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

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

Coarse Sand Cum 0.87 409.23220000000003

Stone Metal 40mm gauge Cum 1.01 647.1788

From Mirthal 134 km

Bajri Cum 1.64292 647.1788

Fine sand : From Pathankot (67 km.) Cum 5.02 432.28

Difference in Rates of materials

Coarse Sand Cum 0.87 -143.79679999999985

Stone Metal 40mm gauge Cum 1.01 -222.3424000000001

Extra rate for OPC Bags 45 26.219683840000002

Capital Works ' CSR based Items (In Rs)

Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 0.0535

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

Septic Tank with Soak Pit

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

1. Capital Works CSR based Items

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

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

i All classes of soil except rocky cum 7.14 83

Extra depth excavation :

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

6.19 Excavation in Soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting,trimming bottom and side slopes,in accordance with requirements of lines,grades and cross sections with all lifts and lead up to 30 m. cum 1.9 34

Loading by Mechanical means :

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

4.1 (A) Stone (building or pitching) Sand,Earth,Fly ash,Bajri,Shingle,Spalls,Brick bats,Brick ballast and Stone metal. cum 1.9 19.48

Carriage of Earth : ( Balance earth Qty)

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

1 st chain of 30 meters (0 - 30 m) cum 1.9 30.794600000000003

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

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

10.15 Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. Cum 4.8 5153

PVC Foot Steps :

29.35 Providing orange colour safety footrest of minimum 6 mm. thick plastic encapsulated as per IS : 10910 on 12 mm. dia.steel bar conforming to IS : 1786 having minimum cross section as 23 mm. x 25 mm. and over all minimum length 263 mm. and width as 165 mm.with minimum 112 mm.space between protured legs having 2 mm.tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm.as per stanard drawing and suitable to withstand the bend rest and chemical resistance test asper specifications and having manufactureers permanent identification mark to be visible even after fixing ,including fixing in manholes with 230 x 150 x 75 cm. cement concrete block 1:2:4 ( 1 cement : 2 sand : 4 stone aggregate) complete as per design. Each 12 209

Note : PVC foot Steps are provided at ( 1 location)

RCC Manhole cover with frame :

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

A RCC Man hole cover with frame

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

ii Heavy duty Each 1 1942

C / Shuttering : (Slab)

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

Slab 8.25 sqm/cum

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

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

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

b 100mm dia pipe lines laid complete m 2 1356.45

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

iv 110 mm o/d pipe of 10 kgf/sqcm m 6.2 678.4836

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

a For pipe lines laid inside habitation m 6.2 33.92418

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

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

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

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

Coarse Sand Cum 2.06 409.23220000000003

Stone Metal 40mm gauge Cum 0 647.1788

From Mirthal 134 km

Coarse Aggregate Bajri Cum 4.08 647.1788

From Mirthal 134 km

Fine sand : From Pathankot (67 km.) Cum 1.2 432.28

Difference in Rates of materials

Coarse Sand Cum 2.06 -143.79679999999985

Coarse Aggregate Bajri Cum 4.08 -222.3424000000001

Extra rate for OPC Cement Bags 40 26.219683840000002

Capital Works ' CSR based Items (In Rs)

Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 0.0535

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

2. Capital Works ' NON CSR based Items

CI Ventilator Cowl :

Chhattisgarh CSR June 2020 Item no.26.3 Providing,hoisting and fixing in position inverted "J" type 100 mm.dia.C.I.Cowl type ventilators with mosquito proof aluminium mesh at top including applying 2 coats of anti corrosive paint,etc.complete as directed by Engineer in charge,weighing not less than 35 kg. Each 1 1321

Capital Works Non CSR based Items (In Rs)

Capital Works (Part - A) " Civil "

CSR based amount after adding 5.35% (In Rs)

Non - CSR based amount (In Rs)

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

Construction of Road at Intake

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

1. Capital Works CSR based Items

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

(a) Kassi work undressed involving an average horizontal throw up to 2.0 meters and an average vertical lift up to 0.5 metre including breaking of clods. Cum 12 77

Compacting Original Ground below embankment :

24.4 (b) Loosening,leveling and compacting original ground below embankment to facilitate placement of first layer of embankment,scarified to a depth of 150 mm,mixed with water at OMC and then compacted by rolling so as to achive minimum dry density as given in Table 300-2 for embankment construction as per technical clause 305 of MORT & H specifications. Cum 12 28

24.12 (ii) Water Bound Macadam Grading II (Without Screening for low volume Roads/ undesigned roads) Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness,hand packing, rolling with smooth wheeled roller 8 -10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregates, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications. Cum 6 1475.88

24.11 (ii) Water Bound Macadam Grading I (Without Screening for low volume Roads/ undesigned roads) Providing, laying, spreading and compacting stone aggregates of Grading I to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications Cum 6 1482.69

Carriage of materials :

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

Carriage of stone aggregate : (For WBM) Cum 15.960000000000003 647.1788

CSR ref. Less for difference in rates of materials :

For stone metal :

24.15 Providing and applying primer coat with bitumen emulsion SS on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm complete as per technical clause 502 of MORT&H specifications. Sqm 80 32.11

24.16 (b) Providing and applying Tack coat with penetration grade bitumen VG -10 using bitumen pressure distributor at the rate of 0.40 kg/sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications. Sqm 80 15.18

Surface dressing :

24.24 Providing and laying surface dressing in single coat using crushed stone aggregates of specified size on a layer of bituminous binder VG-10 @ 1 kg per sqm laid on prepared surface after cleaning the road surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 510 of MORTH & H specifications. Sqm 80 58.95

Open graded pre mix surface :

24.25 (b) Providing, laying and compaction of open - graded premix surfacing of 20 mm thickness consisting of crushed stone aggregates of specified grading premixed in a Continuous type hot mix plant with bituminous binder VG-30 @ 1.46 kg per sqm, and laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT&H specifications. Sqm 80 98.53

Seal coat type B :

24.28 (d) Providing and laying of premix sand seal coat premixed in Continous type hot mix plant using specified fine aggregates and penetration grade bitumen VG-30 @ 0.68 kg/sqm laid to the specified levels ,grade and cross fall complete as per technical clause 511 of MORT& H specifications. Sqm 80 39.17

Carriage of materials :

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

Carriage of stone aggregate : (For Surface dressing & Open graded pre mix surface) Crushed Bajri (12.5 / 13.2 mm ) : Cum 3.7199999999999998 647.1788

Carriage of stone aggregate : (For Surface dressing & Open graded pre mix surface) Crushed Bajri (10.0 / 11.2 mm ) : Cum 2.2800000000000002 409.23220000000003

Carriage of Coarse sand : (For seal coat type-B) Cum 0.48 409.23220000000003

CSR Ref. Less for difference in rates of materials :

For stone metal

iii) Coarse Sand Cum 0.48 -143.79679999999985

Carriage of materials :

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

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

Capital Works ' CSR based Items (In Rs)

Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 0.0535

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

Boundary Wall at Intake

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

1. Capital Works CSR based Items

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

10.13 Cement concrete 1:2:4

a With stone ballast or shingle

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

10.17 Reeinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS : 1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth cum 17.337733333333336 5698

18.18 Cold twisted deformed (Ribbed/Tor Steel bar) Bars Fe 500 grade as per IS : 1786-2008, for R.C.C. works,where not including in the complete rate of R.C.C. including bending and binding,placing in position complete. Qtl 14.77 6497

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

C / shuttering : ( Columns)

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

C / shuttering : ( Beams)

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

115 mm.thk.BBM :

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

CP 20 mm.thk. :

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

0.0 White washing ( Three coat) sqm 165.6 15

Dry distemper :

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

Sliding Shutters :

0.9 Providing and fixing G.I. Sheet 0.80mm thick sliding shutters with 40mmx40mmx6mm angle iron frame with diagonal braces 3.15mm gusset plates at the junctions, hooks at top and 25mm dia pulleys at bottom and 40mmx40mmx25mm dia pulleys at bottom and 40mx40mmx6mm angle iron top and bottom guides including locking arrangement with handles etc. complete. sqm 7.05 4118.4

Diff.in Rates of materials :

Coarse sand : Cum 14.93 -143.79679999999985

Extra for OPC Bags 190.9 26.219683840000002

Carriage of Materials :

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

Coarse sand : Cum 14.93 409.23220000000003

Capital Works ' CSR based Items (In Rs)

Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 0.0535

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

2. Capital Works ' NON CSR based Items

Barbed wire fencing :

1.2 Meter High G.I.Barbed Wire fencing

(Rate analysis based on CSR item no.24.43 ) 1.2 metre high G.I. barbed wire fencing with 1.8 metre angle iron posts 40x40x6mm placed every 3 metres centre to centre,every 15th post,end post,corner post,suitably strutted and provided with 9 horizontal lines and two diagonals interwoven with horizontal wires fixed with GI staples,turn buckles etc.complete as per technical clause 807 of MORT&H specifications m 70 276

Capital Works Non CSR based Items (In Rs)

Capital Works (Part - A) " Civil "

CSR based amount after adding 5.35% (In Rs)

Non - CSR based amount (In Rs)

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

Raw Water Rising Main from Intake Sump to Raw Water S&S Tank at WTP

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

1. Capital Works CSR based Items

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

(a) Earthwork upto 1.50 mt.Depth.

i All classes of soil except rocky Cum 492 169.03

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 1966.1388000000002 99.1

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

A DI pipe as per IS 8329 DI-K7

Pipe lines laid complete.

(b) 100 (for connecting scour valve) Mtr. 5 1504.85

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

a DI Specials : Up to 300 mm.i/d. Kg 2834.4 115.81

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

B Class PN-1.6 as per ISI :

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

B Class PN-1.6 as per ISI

Sluice Valves flanged.(mm.i/d)

Jointing of DI pipes : For Specials :

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

(f) 300 mm.i/d.pipe lines. Each 3 118.43

CI Surface Boxes :

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

C.I.Indicating Plates :

28.33 Providing & Fixing C.I. indicating plates of size 100 mm.x 100 mm.for SV/FH including synthetic enamel paint & letters in white enamel paint fixing in the ground with angle iron of size 25 x 25 x 5 mm.,230 mm.height from ground including concrete block complete in all respect as directed by Engineer-in-charge. Each 3 239.39

Masonary Sluice Valve Chamber :

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

a Size 0.6 x 0.6 mtr Each 1 5305.96

b Size 0.9 x 0.9 mtr Each 3 7828.67

Difference in Rates of materials for valve chambers :

From Mirthal 183 km

From Lohand Khad 69 km

Extra rate for OPC Bags 39.13 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 5.12 647.1788

From Mirthal 183 km

From Lohand Khad 69 km

Fine sand : From Pathankot (67 km.) Cum 0.76 400.84340000000003

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 5 947.82

Capital Works ' CSR based Items (In Rs)

Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 0.0535

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

2. Capital Works ' NON CSR based Items

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

6.6.1 Class PN 1.0

Capital Works Non CSR based Items (In Rs)

Capital Works (Part - A) " Civil "

CSR based amount after adding 5.35% (In Rs)

Non - CSR based amount (In Rs)

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

RCC Valve Chamber - 1 at Raw water inlet Channel

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

1. Capital Works CSR based Items

Earthwork in excavation :

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

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

i All classes of soil except rocky cum 6.6000000000000005 83

10.13 Cement concrete 1:2:4

a With stone ballast or shingle

ii mixing by mechanical means using concrete mixer volumetric type. cum 0.6600000000000001 4670

10.17 Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in foundation and plinth. cum 4.142865844472541 5698

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or Battering.) sqm 1.92 210

C / shuttering :

9.2 Centering and shuttering for faces of walls,partitions,retaining walls and the like (vertical or battering) including attached pilasters,buttertsses etc. sqm 23.76 405

C / shuttering :

9.8 Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. sqm 3.6986283305884595 532

18.18 Cold twisted deformed (Ribbed/Tor Steel Bars) Fe 500 grade as per IS 1786-2008 for RCC works,where not including in the complete rate of RCC including bending and placing in position complete. Qtl 3.3278926755780334 6497

PVC Foot Steps :

29.35 Providing orange colour safety footrest of minimum 6 mm. thick plastic encapsulated as per IS : 10910 on 12 mm. dia.steel bar conforming to IS : 1786 having minimum cross section as 23 mm. x 25 mm. and over all minimum length 263 mm. and width as 165 mm.with minimum 112 mm.space between protured legs having 2 mm.tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm.as per stanard drawing and suitable to withstand the bend rest and chemical resistance test asper specifications and having manufactureers permanent identification mark to be visible even after fixing ,including fixing in manholes with 230 x 150 x 75 cm. cement concrete block 1:2:4 ( 1 cement : 2 sand : 4 stone aggregate) complete as per design. each 5 209

RCC Manhole cover with frame :

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

A RCC Man hole cover with frame

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

ii Heavy duty Each 1 1942

GI Pipe : ( Rising pipe for Valve Operation)

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

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

a DI Specials : upto 300 mm.i/d. Kg 250 115.81

Diff.in Rates of Materials :

Extra rate for OPC Bags 36 26.219683840000002

Carriage of Materials :

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

Capital Works ' CSR based Items (In Rs)

Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 0.0535

Sub-Total Part - A (3) (i): CSR Amount after adding 5.35% : (Rs)

RCC Valve Chamber - 2 at Raw water inlet Channel

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

1. Capital Works CSR based Items

Earthwork in excavation :

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

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

i All classes of soil except rocky cum 4.4 83

10.13 Cement concrete 1:2:4

a With stone ballast or shingle

ii mixing by mechanical means using concrete mixer volumetric type. cum 0.44000000000000006 4670

10.17 Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in foundation and plinth. cum 2.7948658444725414 5698

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or Battering.) sqm 1.52 210

C / shuttering :

9.2 Centering and shuttering for faces of walls,partitions,retaining walls and the like (vertical or battering) including attached pilasters,buttertsses etc. sqm 17.159999999999997 405

C / shuttering :

9.8 Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. sqm 2.098628330588459 532

18.18 Cold twisted deformed (Ribbed/Tor Steel Bars) Fe 500 grade as per IS 1786-2008 for RCC works,where not including in the complete rate of RCC including bending and placing in position complete. Qtl 2.263492675578033 6497

PVC Foot Steps :

29.35 Providing orange colour safety footrest of minimum 6 mm. thick plastic encapsulated as per IS : 10910 on 12 mm. dia.steel bar conforming to IS : 1786 having minimum cross section as 23 mm. x 25 mm. and over all minimum length 263 mm. and width as 165 mm.with minimum 112 mm.space between protured legs having 2 mm.tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm.as per stanard drawing and suitable to withstand the bend rest and chemical resistance test asper specifications and having manufactureers permanent identification mark to be visible even after fixing ,including fixing in manholes with 230 x 150 x 75 cm. cement concrete block 1:2:4 ( 1 cement : 2 sand : 4 stone aggregate) complete as per design. each 5 209

RCC Manhole cover with frame :

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

A RCC Man hole cover with frame

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

ii Heavy duty Each 1 1942

GI Pipe : ( Rising pipe for Valve Operation)

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

Diff.in Rates of Materials :

Extra rate for OPC Bags 24 26.219683840000002

Carriage of Materials :

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

Capital Works ' CSR based Items (In Rs)

Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 0.0535

Sub-Total Part - A (3) (ii): CSR Amount after adding 5.35% : (Rs)

Raw Water Channel (SS Tank)

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

1. Capital Works CSR based Items

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

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

i All classes of soil except rocky cum 35.196000000000005 83

10.13 Cement concrete 1:2:4

a With stone ballast or shingle

ii mixing by mechanical means using concrete mixer volumetric type cum 5.0280000000000005 4670

10.17 Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in foundation and plinth. cum 52.2484 5698

Shuttering : ( Raft foundation)

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering.) sqm 25.02 210

C / shuttering : ( Walls)

9.2 Centering and shuttering for faces of walls,partitions,retaining walls and the like (vertical or battering) including attached pilasters,buttertsses etc. sqm 363.6 405

C /shuttering : (slab)

0.0 Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. sqm 17.819999999999997 532

Pre Cast Slab Cover :

Rate Analysis Based on CSR items Pre Cast Slab Cover over Channel sqm 6.8500000000000005 2677

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 42.941720000000004 6497

Safety foot rest :

29.35 Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230 x150 x75 cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design. Each 12 209

MS Railing for Operation platform Bar screen :

18.3 Providing and fixing stair case railing made out of M.S. Square bars 20x20m as vertical cost 0.70 metre high fixed with M.S. Base plate of 40mx40mmx6mm and flat iron 40mmx6mm as hand rail complete in all respects. m 3.4 908

Extra rate for OPC Cement Bags 435 26.219683840000002

Carriage of materials :

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

Capital Works ' CSR based Items (In Rs)

Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 0.0535

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

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

1. Capital Works CSR based Items

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 4089.675 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 9353.4675 34

Loading by Mechanical means :

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

4.1 (A) Stone (building or pitching) Sand,Earth,Fly ash,Bajri,Shingle,Spalls,Brick bats,Brick ballast and Stone metal. cum 9353.4675 19.48

Carriage of Earth : ( Balance earth Qty)

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

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

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

10.13 Cement concrete 1:2:4

a With stone ballast or shingle

ii mixing by mechanical means using concrete mixer volumetric type. cum 286.41725 4670

10.17 Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in foundation and plinth. cum 1662.8839136521742 5698

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

6.0 - 7.0 m ( Jack pully coloumns) cum 46.27247499999999 5833

Shuttering : ( Raft foundation - S & S tank)

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering.) sqm 81.96000000000001 210

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

9.2 Centering and shuttering for faces of walls,partitions,retaining walls and the like (vertical or battering) including attached pilasters,buttertsses etc. sqm 2393 405

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

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

18.18 Cold twisted deformed (Ribbed/Tor Steel Bars) Fe 500 grade as per IS 1786-2008 for RCC works,where not including in the complete rate of RCC including bending,binding and placing in position complete. Qtl 1573.811718652174 6497

PVC Foot Steps :

29.35 Providing orange colour safety footrest of minimum 6 mm. thick plastic encapsulated as per IS : 10910 on 12 mm. dia.steel bar conforming to IS : 1786 having minimum cross section as 23 mm. x 25 mm. and over all minimum length 263 mm. and width as 165 mm.with minimum 112 mm.space between protured legs having 2 mm.tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm.as per stanard drawing and suitable to withstand the bend rest and chemical resistance test asper specifications and having manufactureers permanent identification mark to be visible even after fixing ,including fixing in manholes with 230 x 150 x 75 cm. cement concrete block 1:2:4 ( 1 cement : 2 sand : 4 stone aggregate) complete as per design. each 144 209

C / Shuttering : (Columns - Ramp)

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

C / Shuttering : (Beam)

9.6 Centering and shuttering for sides and soffits of beam,beams,launching girders,bressumers,lintels. sqm 78.14320000000001 380

C / Shuttering : (Slab - Ramp)

9.8 Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. sqm 334.88 532

Sliding Shutters : ( At Ramp Approach)

18.9 Providing and fixing G.I. Sheet 0.80mm thick sliding shutters with 40mmx40mmx6mm angle iron frame with diagonal braces 3.15mm gusset plates at the junctions, hooks at top and 25mm dia pulleys at bottom and 40mmx40mmx25mm dia pulleys at bottom and 40mx40mmx6mm angle iron top and bottom guides including locking arrangement with handles etc. complete. sqm 12.6 4118.4

Difference in Rates of materials :

Extra Rate for OPC Bags 15779.37223637174 26.219683840000002

Carriage of Materials :

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

Capital Works ' CSR based Items (In Rs)

Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 0.0535

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

Supporting RCC Column 300mm dia for Solar Panel

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

1. Capital Works CSR based Items

10.17 Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in foundation and plinth. cum 58.94138326940659 5698

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

C / Shuttering : ( Columns)

9.5 Centering and shuttering for columns ( Circular or curved in plain) sqm 471.53106615525274 482

C / Shuttering > 4.0 m.height :

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

18.18 Cold twisted deformed (Ribbed/Tor Steel Bars) Fe 500 grade as per IS 1786-2008 for RCC works,where not including in the complete rate of RCC including bending,binding and placing in position complete. Qtl 91.38618139935517 6497

Diff.rates of materials :

Extra rate for OPC Cement Bags 703.6735967750348 26.219683840000002

Carriage of materials :

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

Capital Works ' CSR based Items (In Rs)

Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 0.0535

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

Raw Water & Clear Water Sump & Pumping Station

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

1. Capital Works CSR based Items

Earthwork excavation :

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

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

i All classes of soil except rocky cum 146.73000000000002 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 514.5075 34

Loading by Mechanical means :

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

4.1 (A) Stone (building or pitching) Sand,Earth,Fly ash,Bajri,Shingle,Spalls,Brick bats,Brick ballast and Stone metal. cum 514.5075 19.48

Carriage of Earth : ( Balance earth Qty)

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

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

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

10.13 Cement concrete 1:2:4

a With stone ballast or shingle

ii mixing by mechanical means using concrete mixer volumetric type. cum 7.225000000000001 4670

10.17 Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS : 1791 and vibrated by needle vibrator but excluding steel reinforcement, centering and shuttering in foundation and plinth. cum 104.81850000000001 5698

10.16 Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth cum 26.337675 5408

10.5 Extra for using admixture in designed mix concrete. kg 623.67 60

18.18 Cold twisted deformed (Ribbed / Tor steel) Bars (Fe 500 grade as per IS : 1786-2008) for R.C.C. works,where not including in the complete rate of R.C.C. including bending and binding, placing in position complete. Qtl 112.56232752000001 6497

9.2 Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering) including attached pilasters,buttertsses etc. sqm 613.44 405

9.8 Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. sqm 99.12 532

PVC Foot Steps :

29.35 Providing orange colour safety footrest of minimum 6 mm. thick plastic encapsulated as per IS : 10910 on 12 mm. dia.steel bar conforming to IS : 1786 having minimum cross section as 23 mm. x 25 mm. and over all minimum length 263 mm. and width as 165 mm.with minimum 112 mm.space between protured legs having 2 mm.tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm.as per stanard drawing and suitable to withstand the bend rest and chemical resistance test asper specifications and having manufactureers permanent identification mark to be visible even after fixing ,including fixing in manholes with 230 x 150 x 75 cm. cement concrete block 1:2:4 ( 1 cement : 2 sand : 4 stone aggregate) complete as per design. each 144 209

Manhole Cover :

29.36 Providing and fixing RCC manhole covers only

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

(ii) Heavy Duty each 2 1110

Pump Chamber above GL

10.22 Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure cum 6.096399999999999 6158

11.5 First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. cum 4.513175 5013

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

11.4 (i) First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level. cum 50.283621999999994 5071

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

15.59 cement Pointing 1:2 deep variety Sqm 451.50800000000004 260

White washing :

0.0 White washing (three coat) sqm 451.50800000000004 22.5

Distempering (OBD) : Inside Painting :

16.11 Distempering with Acrylic washable oil bound distemper (of approved manufacture) two coats over one priming coat to give an even shade. sqm 225.75400000000002 33

Exterior paint :

16.14 Finishing walls with cement based water soluble exterior paint such as snowcem, robbiacem etc.on old work two coat to give an even shade. sqm 225.75400000000002 39

Cement Concrete 1:2:4 gola :

13.55 Cement concrete 1:2:4 gola 10 cm.*10 cm. concave quadrant along junction of roofs with parapet wall finished smooth,where specially specified. m 35.6 65

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

Rain water pipes :

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

Rain Water Pipe bend :

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

Rain Water Pipe coupling/socket :

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

40 mm.Thick Grey Polished Floor :

14.4 50 mm thick ironite ( Metallic Floor Hardner to be mixed with Granolithic topping for heavy duty floors) floor consisiting of 40mm thick cement concrete 1:2:4 base and top layer 10mm thick laid with one part of ironite and grey cement mixed together in the ratio of 1:4 by weight to two parts of hard granite chippings 6mm gauge by volume finished smooth with hard rubbing sqm 70.11 472

Diff. rates of materials :

Coarse sand : Cum 86.81 -143.79679999999985

Carriage of Materials :

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

Coarse sand : Cum 86.81 409.23220000000003

Capital Works ' CSR based Items (In Rs)

Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 0.0535

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

2. Capital Works ' NON CSR based Items

RUIDP- ISOR 2023 Providing and fixing in position CI Puddle collar (approx. 1m length) inside the wall including all material labour as per Technical Specifications and as per direction of Engineer.

19.63.7 300mm dia each 2 17400

Providing and Applying Food grade Epoxy based water proof coat :

Telengana CSR 2023 - 24 Buildings ( Part -III ) Sl.no.886 / TBSC - Q -VII -12 Providing and applying food grade Epoxy based water proof coat over existing RCC / Concrete flooring surfaces in three - part applications,containg low solvent - coloured,epoxy resin - based coating with lowVOC properties,specially formulated for food grade application for portable water storage tanks in ambient temperatures. kg 809.3700000000001 332

Capital Works Non CSR based Items (In Rs)

Capital Works (Part - A) " Civil "

CSR based amount after adding 5.35% (In Rs)

Non - CSR based amount (In Rs)

Sub-Total Part - A (4) (iv): CSR + Non CSR Amount : ( Rs)

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

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

Water Treatment Plant 5.0 MLD Capacity

1 13.2.1 PHED, Raj. BSR (2023-24) Design, construction, testing and commissioning of Rapid Gravity Filter Treatment Plant including all relevant Civil, Electrical, Mechanical, Instrumentation, automization and SCADA works, Chemical Building and Stores along with ancillary civil works as defined in Scope of work, Technical Specification and provisions of CPHEEO Manuals for the 2 MLD capacity (22 Hrs @227.08 KLH) Note: The rates of following components are not included in this item of WTP and are payable under other items of BoQ in Price bid: 1. Chlorine Mixing Chamber 2. Valve Chamber at Chlorine Contact Tank 3. Chlorine Contact Tank 4. SCADA System but amount of PLC of WTP is included in this item of WTP The detailed scope of WTP is given in Vol-2 of DNIT doc. Rs per MLD 5 4607000

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

CWR- Mixing Chamber

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

1. Capital Works CSR based Items

Excavation : (Mech.)

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

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

i All classes of soil except rocky cum 20.475 83

Extra depth excavation :

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

6.19 Excavation in Soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting,trimming bottom and side slopes,in accordance with requirements of lines,grades and cross sections with all lifts and lead up to 30 m. cum 30.03 34

Loading by Mechanical means :

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

4.1 (A) Stone (building or pitching) Sand, Earth, Fly ash, Bajri, Shingle, Spalls, Brick bats, Brick ballast and Stone metal. cum 30.03 19.48

Carriage of Earth : ( Balance earth Qty)

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

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

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

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

10.13 Cement concrete 1:2:4

a With stone ballast or shingle

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

10.17 Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in foundation and plinth. cum 14.006575222039235 5698

M-30 : Plinth level > 4.0 m

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

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

C / Shuttering : ( walls)

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

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

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

C / Shuttering : ( slab)

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

18.18 Cold twisted deformed (Ribbed/Tor Steel Bars) Fe 500 grade as per IS 1786-2008 for RCC works,where not including in the complete rate of RCC including bending,binding and placing in position complete. Qtl 19.83473416276211 6497

PVC Foot Steps :

29.35 Providing orange colour safety footrest of minimum 6 mm. thick plastic encapsulated as per IS : 10910 on 12 mm. dia.steel bar conforming to IS : 1786 having minimum cross section as 23 mm. x 25 mm. and over all minimum length 263 mm. and width as 165 mm.with minimum 112 mm.space between protured legs having 2 mm.tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm.as per stanard drawing and suitable to withstand the bend rest and chemical resistance test asper specifications and having manufactureers permanent identification mark to be visible even after fixing ,including fixing in manholes with 230 x 150 x 75 cm. cement concrete block 1:2:4 ( 1 cement : 2 sand : 4 stone aggregate) complete as per design. each 18 209

RCC Manhole cover with frame :

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

A RCC Man hole cover with frame

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

ii Heavy duty Each 1 1942

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 121.066 80

Cement Primer :

16.31 Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surface. sqm 121.066 21

Difference in rates of materials :

Carriage of materials :

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

Capital Works ' CSR based Items (In Rs)

Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 0.0535

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

2. Capital Works ' NON CSR based Items

Providing and Applying Food grade Epoxy based water proof coat :

Telengana CSR 2023 - 24 Buildings ( Part -III ) Sl.no.886 / TBSC - Q -VII -12 Providing and applying food grade Epoxy based water proof coat over existing RCC / Concrete flooring surfaces in three - part applications,containg low solvent - coloured,epoxy resin - based coating with lowVOC properties,specially formulated for food grade application for portable water storage tanks in ambient temperatures. kg 90.7995 332

Capital Works Non CSR based Items (In Rs)

Capital Works (Part - A) " Civil "

CSR based amount after adding 5.35% (In Rs)

Non - CSR based amount (In Rs)

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

Inlet Valve Chamber to CWR

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

1. Capital Works CSR based Items

Earthwork in excavation : (Mechanically)

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

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

i All classes of soil except rocky cum 14.430000000000001 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 20.202 34

Loading by Mechanical means :

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

4.1 (A) Stone (building or pitching) Sand, Earth, Fly ash, Bajri, Shingle, Spalls, Brick bats, Brick ballast and Stone metal. cum 20.202 19.48

Carriage of Earth : ( Balance earth Qty)

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

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

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

10.13 Cement concrete 1:2:4

a With stone ballast or shingle

ii mixing by mechanical means using concrete mixer volumetric type. cum 0.9 4670

10.17 Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in foundation and plinth. cum 8.788612409914709 5698

10.5 Extra for using admixture in designed mix concrete cum 0.000 60

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering.) sqm 2.4400000000000004 210

C / Shuttering : ( walls)

9.2 Centering and shuttering for faces of walls,partitions,retaining walls and the like (vertical or battering) including attached pilasters,buttertsses etc. sqm 72.89999999999999 405

18.18 Cold twisted deformed (Ribbed/Tor Steel Bars) Fe 500 grade as per IS 1786-2008 for RCC works,where not including in the complete rate of RCC including bending,binding and placing in position complete. Qtl 9.432734891897649 6497

PVC Foot Steps :

29.35 Providing orange colour safety footrest of minimum 6 mm. thick plastic encapsulated as per IS : 10910 on 12 mm. dia.steel bar conforming to IS : 1786 having minimum cross section as 23 mm. x 25 mm. and over all minimum length 263 mm. and width as 165 mm.with minimum 112 mm.space between protured legs having 2 mm.tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm.as per stanard drawing and suitable to withstand the bend rest and chemical resistance test asper specifications and having manufactureers permanent identification mark to be visible even after fixing ,including fixing in manholes with 230 x 150 x 75 cm. cement concrete block 1:2:4 ( 1 cement : 2 sand : 4 stone aggregate) complete as per design. each 14 209

Pre Cast Slab Cover :

(Rate Analysis Attached) Providing & Laying of Pre Cast Slab for Chamber complete in all respect and as per direction of Engineer in- Charge. Sqm 6.2 2677

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

B Class PN-1.6 as per ISI

Sluice Valves flanged.(mm.i/d)

(f) 300 mm dia Each 2 27999

GI Pipe : ( Rising Pipe for Valve Operation)

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

Diff. rates of materials :

Cement Bags 74 26.219683840000002

Carriage of materials :

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

Capital Works ' CSR based Items (In Rs)

Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 0.0535

Sub-Total Part - A (6) (ii): CSR Amount after adding 5.35% : (Rs)

Chlorine Contact Tank

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

1. Capital Works CSR based Items

Earthwork excavation :

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

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

i All classes of soil except rocky cum 66.30468749999999 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 99.45703124999999 34

Loading by Mechanical means :

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

4.1 (A) Stone (building or pitching) Sand,Earth,Fly ash,Bajri,Shingle,Spalls,Brick bats,Brick ballast and Stone metal. cum 99.45703124999999 19.48

Carriage of Earth : ( Balance earth Qty)

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

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

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

10.13 Cement concrete 1:2:4

a With stone ballast or shingle

ii mixing by mechanical means using concrete mixer volumetric type. cum 4.0593125 4670

10.17 Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in foundation and plinth. cum 59.73234375 5698

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

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering.) sqm 30.33843749999999 210

C / Shuttering : ( Walls)

9.2 Centering and shuttering for faces of walls,partitions,retaining walls and the like (vertical or battering) including attached pilasters,buttertsses etc. sqm 343.34000000000003 405

C / Shuttering > 4.0 m.height :

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

C / Shuttering > 4.0 m.height :

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

C / Shuttering > 4.0 m.height :

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

18.18 Cold twisted deformed (Ribbed/Tor Steel Bars) Fe 500 grade as per IS 1786-2008 for RCC works,where not including in the complete rate of RCC including bending,binding and placing in position complete. Qtl 80.45346375 6497

Pre Cast Slab Cover over Chamber :

CSR based item (Rate Analysis Atatched) Providing & Laying of Pre Cast Slab Cover s cover R.c.c M-30Chamber complete in all respect and as per direction of Engineer in- Charge. Sqm 33.599999999999994 2250

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 366.2735 80

Cement Primer :

16.31 Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surface. sqm 366.2735 21

Diff.rates of materials :

Carriage of materials :

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

Capital Works ' CSR based Items (In Rs)

Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 0.0535

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

2. Capital Works ' NON CSR based Items

Providing and Applying Food grade Epoxy based water proof coat :

Telengana CSR 2023 - 24 Buildings ( Part -III ) Sl.no.886 / TBSC - Q -VII -12 Providing and applying food grade Epoxy based water proof coat over existing RCC / Concrete flooring surfaces in three - part applications,containg low solvent - coloured,epoxy resin - based coating with lowVOC properties,specially formulated for food grade application for portable water storage tanks in ambient temperatures. kg 274.705125 332

Capital Works Non CSR based Items (In Rs)

Capital Works (Part - A) " Civil "

CSR based amount after adding 5.35% (In Rs)

Non - CSR based amount (In Rs)

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

Clear Water Reservoir (CWR)

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

1. Capital Works CSR based Items

Earthwork excavation :

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

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

i All classes of soil except rocky cum 502.20000000000005 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 669.6 34

Loading by Mechanical means :

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

4.1 (A) Stone (building or pitching) Sand,Earth,Fly ash,Bajri,Shingle,Spalls,Brick bats,Brick ballast and Stone metal. cum 669.6 19.48

Carriage of Earth : ( Balance earth Qty)

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

1 st chain of 30 meters (0 - 30 m) cum 382.6 30.794600000000003

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

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

10.13 Cement concrete 1:2:4

a With stone ballast or shingle

ii mixing by mechanical means using concrete mixer volumetric type. cum 33.480000000000004 4670

10.17 Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in foundation and plinth. cum 225.0362333269822 5698

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

Brick Masonary Work :

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

Steel beading :

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

Steel Chowkats :

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

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

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

SS Tower Bolts :

17.77 Providing & fixing 8" stainless steel tower bolts ISI marked on door & window frames complete in all respect as per the directions of Engineer in charge. No 4 312

15.7 12.5 mm.thick cement plaster 1:2 . sqm 77.6408 213

White washing :

16.3 White washing (Three coat) sqm 77.6408 15

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

Staircase Railing :

18.3 Providing and fixing stair case railing made out of M.S. Square bars 20x20m as vertical cost 0.70 metre high fixed with M.S. Base plate of 40mx40mmx6mm and flat iron 40mmx6mm as hand rail complete in all respects. m 40 908

18.18 Cold twisted deformed (Ribbed/Tor Steel Bars) Fe 500 grade as per IS 1786-2008 for RCC works,where not including in the complete rate of RCC including bending,binding and placing in position complete. Qtl 259.8547915040177 6497

9.2 Centering and shuttering for faces of walls, partitions ,retaining walls and the like (vertical or battering) including attached pilasters, buttertsses etc. sqm 799.336 405

9.8 Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. sqm 322.55 532

9.6 Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels. sqm 21.779999999999998 380

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

Fine sand : From Pathankot (67 km.) Cum 1.0869712 432.28000000000003

Capital Works ' CSR based Items (In Rs)

Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 0.0535

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

2. Capital Works ' NON CSR based Items

Providing and fixing PVC Water Stops :

RUIDP SOR 2017/Chapter No.38/Water Proofing/Sr.no.38.4/38.4.1 Providing and Placing in position suitable PVC water stops conforming to IS : 12200 for construction/expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete. Meter 252.59999999999997 362.5

38.4.1 Serrated with central bulb (225 mm. wide,8-11 mm. thick).

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

CI Ventilator Cowl :

Chhattisgarh CSR June 2020 Item no.26.3 Providing,hoisting and fixing in position inverted "J" type 100 mm.dia.C.I.Cowl type ventilators with mosquito proof aluminium mesh at top including applying 2 coats of anti corrosive paint,etc.complete as directed by Engineer in charge,weighing not less than 35 kg. Each 24 1321

Providing and Applying Food grade Epoxy based water proof coat :

Telengana CSR 2023 - 24 Buildings ( Part -III ) Sl.no.886 / TBSC - Q -VII -12 Providing and applying food grade Epoxy based water proof coat over existing RCC / Concrete flooring surfaces in three - part applications,containg low solvent - coloured,epoxy resin - based coating with lowVOC properties,specially formulated for food grade application for portable water storage tanks in ambient temperatures. kg 502.3335 332

Capital Works Non CSR based Items (In Rs)

Capital Works (Part - A) " Civil "

CSR based amount after adding 5.35% (In Rs)

Non - CSR based amount (In Rs)

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

Constrcution of Panel Room cum Operator Room

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

1. Capital Works CSR based Items

6.19 Excavation in Soil ( any type) using hydraulic Excavator CK 90 with hydraulic excavator of 0.90 cum bucket capacity,including,cutting,trimming bottom and side slopes,in accordance with requirements of lines,grades and cross sections,including all lifts and combined lead up to 30 m. cum 30.676840000000002 34

10.13 Cement concrete 1:4:8

a With stone ballast or shingle

ii mixing by mechanical means using concrete mixer volumetric type cum 10.139885 4670

10.27 Damp proof course 4cm thick of cement concrete 1:2:4 with water proofing compound as per manufactures guidelines. SqM 9.1678 244

11.5 First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. cum 15.514477499999998 5013

11.4 (i) First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level. cum 34.9738 5071

0.0 12.5 mm thick cement plaster 1:4 SqM 318.88 189

10.16 Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS : 1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth cum 15.552164 5408

40 mm.Thick Grey Polished Floor :

14.4 50 mm thick ironite ( Metallic Floor Hardner to be mixed with Granolithic topping for heavy duty floors) floor consisiting of 40mm thick cement concrete 1:2:4 base and top layer 10mm thick laid with one part of ironite and grey cement mixed together in the ratio of 1:4 by weight to two parts of hard granite chippings 6mm gauge by volume finished smooth with hard rubbing sqm 57.72 472

14.1 Conglomerate floor 50mm thick cement concrete 1:2:4 on 100mm thick cement concrete 1:8:16 and 100mm sand filling using mechanical mixer for mixing of material SqM 16.495 749

Floating Coat :

14.4 Floating coat of 1.5 mm thick neat cement laid in one operation to the topping. SqM 16.495 29

13.13 (i) Terracing consisting of tiles 22.86 x 11.43 x 3.83 cm. laid over 25 mm. mud plaster 7.5 cm. mud filling on another layer of 25 mm. mud plaster including two coats of bitumen laid hot at 1.65 kg./sqm. Top of RCC slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing etc. SqM 57.72 706

13.55 Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified. m 36.86 65

Rain water pipe :

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

13.45 Top Khurra 0.6 m.x 0.6 m. for rain water pipe in 25 mm. thick cement concrete 1:2:4 over 50 mm.thick cement concrete 1:8:16. no. 2 95

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

A UPVC Pipe 10 Kgf/cm2

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

(a) UPVC 110 mm bend each 2 135

Upvc Coupling/socket :

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

(a) UPVC 110 mm bend each 4 84

17.45 (a) Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate z sections and other sections conforming to Is: 733 and IS : 1285 of Jindal, Hindalco, Mahavir or equivalent make approved by Engineer in Charge , fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC Plug/neoprene felt etc. aluminum sections shall be smooth, rust free, straight, mitered and jointed mechanically wherever required including cleat angle, aluminum snap beading for glazing/paneling, C.P.brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer-In Charge. (Glazing and paneling to be paid for separately) : For fixed portion and chawkhats kg 51.25919999999999 352

17.45 (b) Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate z sections and other sections conforming to Is: 733 and IS : 1285 of Jindal, Hindalco, Mahavir or equivalent make approved by Engineer in Charge , fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC Plug/neoprene felt etc. aluminum sections shall be smooth, rust free, straight, mitered and jointed mechanically wherever required including cleat angle, aluminum snap beading for glazing/paneling, C.P.brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer-In Charge. (Glazing and paneling to be paid for separately) : For shutters of doors, windows & ventilators including providing and fixing hinges/pivots and labour for fixing of fittings wherever required including the cost of PVC Plug / neoprene gasket required kg 15.79 368

17.46 (ii) Providing and fixing 12mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in paneling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of Engineer-In-Charge. Pre laminated particle board with decorative lamination on Both side. Sqm 2.2260000000000004 1148

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 12.4417312 6497

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam ( vertical or battering ) sqm 18.3356 210

9.8 Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc sqm 74.5886 532

16.1 Distempering with Acrylic washable oil bound distemper (of approved manufacture) two or more coats over one priming coat to give an even shade SqM 318.88 75

Diff.in Rates of materials :

Coarse sand : Cum 19.31 16.620800000000145

Extra rate for OPC Bags 225.33999999999997 26.219683840000002

Carriage of Materials :

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

Coarse sand : Cum 19.31 371.4933000000001

Capital Works ' CSR based Items (In Rs)

Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 0.0535

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

Clear Water Rising Main Pipeline

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

1. Capital Works CSR based Items

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

(a) Earthwork upto 1.50 mt.Depth.

i All classes of soil except rocky Cum 1198 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 4792.733632000001 99.1

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

A DI pipe as per IS 8329 DI-K7

Pipe lines laid complete.

(b) 100 (Scouring purpose) Mtr. 5 1504.85

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

a DI Specials : Up to 300 mm.i/d. Kg 1970.72 115.81

b DI Specials : Above 300 mm.i/d. Kg 2951.79 174.8

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

B Class PN-1.6 as per ISI :

(b) 100 mm.i/d. Each 1 6111.01

Jointing of DI pipes : For Specials :

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

(b) 100 mm.i/d.pipe lines. Each 1 88.83

(g) 350 mm.i/d.pipe lines. Each 2 130.28

CI Surface Boxes :

28.32 Providing ,fixing and jointing Cast Iron surface boxes for sluice valve,Air valve,Fire hydrant etc.including all carriages complete. Kg 165 68.32

C.I.Indicating Plates :

28.33 Providing & Fixing C.I. indicating plates of size 100 mm.x 100 mm.for SV/FH including synthetic enamel paint & letters in white enamel paint fixing in the ground with angle iron of size 25 x 25 x 5 mm.,230 mm.height from ground including concrete block complete in all respect as directed by Engineer-in-charge. Each 5 239.39

Masonary Sluice Valve Chamber :

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

a Size 0.6 x 0.6 mtr Each 1 5305.96

b Size 0.9 x 0.9 mtr Each 4 7828.67

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

B Class PN-1.6 as per ISI

Sluice Valves flanged.(mm.i/d)

Difference in Rates of materials for valve chambers :

From Mirthal 183 km

Coarse sand : Cum 3.38 -143.79679999999985

From Lohand Khad 69 km

Extra rate for OPC Bags 42.940000000000005 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 5.65 647.1788

From Mirthal 183 km

Coarse sand : Cum 3.38 409.23220000000003

From Lohand Khad 69 km

Fine sand : From Pathankot (67 km.) Cum 0.96 400.84340000000003

Bailing out of water :

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

a Connection with pipe line Upto 300mm i/d Each 11 947.82

Construction of Thrust Blocks

6.19 Excavation in Soil (any type) using Hydraulic Excavator CK 90 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, including all lifts and combined lead upto 30m. cum 17.67 34

10.15 Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS : 1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in foundation and plinth. cum 29.629999999999995 5153

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 29.63 6497

C / shuttering :

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) Sqm 98.38399999999999 532

Diff. rates of materials :

Coarse sand : Cum 12.74 -143.79679999999985

Extra rate for OPC Bags 198.52 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 25.19 647.1788

Coarse sand : Cum 12.74 409.23220000000003

Capital Works ' CSR based Items (In Rs)

Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 0.0535

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

2. Capital Works ' NON CSR based Items

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

6.6.1 Class PN 1.0

Capital Works Non CSR based Items (In Rs)

Capital Works (Part - A) " Civil "

CSR based amount after adding 5.35% (In Rs)

Non - CSR based amount (In Rs)

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

Road Works for Clear Water Rising Main

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

1. Capital Works CSR based Items

A Dismantling of Road Work

Flexible pavements :

24.3 (a) Dismantling of flexible pavements thickness above 50 mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials seperately as per technical clause 202 of MORT& H specifications. Cum 351.45 292

8.6 (a) Lime concrete,cement concrete 1:6:12 or leaner mix. Cum 79 412

Inter Locking Paver Blocks :

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 788 107

B Restoration of Road Work

Restoration of CC.Road Base course : CC.1:8:16

10.7 Cement concrete 1:8:16

b With stone aggregates 20 mm gauge

ii mixing by mechanical means using concrete mixer volumetric type.

At Through Rate : 40% cum 36 3139

Through Rate without stone aggregates cost: 60% cum 54 2399.8165939046003

CSR based Item Providing and filling coarse sand grading as per specifications or coarse grade around the various sizes of G.I.pipes in exteranal work. cum 25.2 890.8185990799998

28.48 Providing and filling fine sand grading as per specifications or coarse grade around the various sizes of G.I.pipes in exteranal work. cum 13.229999999999999 652.9

Carriage of materials :

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

From Mirthal 183 km Cum 36 647.1788

From Lohand Khad 69 km Cum 25.2 409.23220000000003

Fine sand : (51 km) Philaur Cum 58.23 333.74370000000005

CSR Ref. Difference in rates of materials :

i) Coarse sand Cum 25.2 -143.79679999999985

iii) Extra rate for OPC Cement Bag 162 26.219683840000002

Interlock Paver Block :

14.138 Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-35 grade machine made rubber moulded smooth finish with strong vibratory process or with vibrohydraulic compaction machine and of approved size and design / shape laid in Ordinary Grey and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge for Non traffic Areas and streets having width less than 3.05 mt.( Also not to used over footoaths).

At Through Rate : 30% Sqm 270 645

At Labour Rate : 70% Sqm 630 134

Compacting Original Ground below embankment :

24.4 (b) Loosening,leveling and compacting original ground below embankment to facilitate placement of first layer of embankment,scarified to a depth of 150 mm,mixed with water at OMC and then compacted by rolling so as to achive minimum dry density as given in Table 300-2 for embankment construction as per technical clause 305 of MORT & H specifications. Cum 234 28

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

At Through Rate : 40% Cum 46.98 1475.88

At Labour Rate : 60% Cum 70.46999999999998 460.13

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

At Through Rate : 40% Cum 46.98 1482.69

At Labour Rate : 60% Cum 70.46999999999998 460.13

Carriage of materials :

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

Carriage of stone aggregate : (For WBM)

From Mirthal 183 km Cum 124.9668 409.23220000000003

CSR ref. Less for difference in rates of materials :

For stone metal :

24.15 Providing and applying primer coat with bitumen emulsion SS on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm complete as per technical clause 502 of MORT&H specifications. Sqm 4311 32.11

24.16 (b) Providing and applying Tack coat with penetration grade bitumen VG -10 using bitumen pressure distributor at the rate of 0.40 kg/sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications. Sqm 4311 15.18

Surface dressing :

24.24 Providing and laying surface dressing in single coat using crushed stone aggregates of specified size on a layer of bituminous binder VG-10 @ 1 kg per sqm laid on prepared surface after cleaning the road surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 510 of MORTH & H specifications. Sqm 1781 58.95

Open graded pre mix surface :

24.25 (b) Providing, laying and compaction of open - graded premix surfacing of 20 mm thickness consisting of crushed stone aggregates of specified grading premixed in a Continuous type hot mix plant with bituminous binder VG-30 @ 1.46 kg per sqm, and laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT&H specifications. Sqm 4311 98.53

Seal coat type B :

24.28 (d) Providing and laying of premix sand seal coat premixed in Continous type hot mix plant using specified fine aggregates and penetration grade bitumen VG-30 @ 0.68 kg/sqm laid to the specified levels ,grade and cross fall complete as per technical clause 511 of MORT& H specifications. Sqm 4311 39.17

Carriage of materials :

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

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

From Mirthal 183 km Cum 142.263 647.1788

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

From Lohand Khad 69 km Cum 38.799 409.23220000000003

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

From Lohand Khad 69 km Cum 25.866 409.23220000000003

CSR Ref. Less for difference in rates of materials :

For stone metal

iii) Coarse Sand Cum 25.866 -143.79679999999985

Carriage of materials :

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

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

Capital Works ' CSR based Items (In Rs)

Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 0.0535

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

Trenchless Crossing Arrangements

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

Capital Works NON CSR based Items

NS/CSR Based item Providing & Fixing/Lowering, Testing & Commissioning of spirally welded / ERW /SAW / fabricated M.S.Casing Pipes of dia. 1200 mm i/d of thickness 16.0 mm for laying DI K-7 of dia. 300 mm i/d. & 350 mm i/d. with specials (Commercial Quality) below National Highway with Trenchless Crossing Method as per NH/SH deparment standards and specifications including excavation & filling of Pit, Dewatering arrangement, Supporting system for soil, as required and jointing the same inside the trench / over ground by means of electric arc welding using standard electrodes as per I.S. specification including gas cutting to required size with automatic welding machine and pipes as per IS : 3589 and IS : 5504 as applicable specifications, complete as per direction of the Engineer-in-charge. (No negative tolerance in thickness is permissible). Also, providing cement concrete 1:2:4 inside MS Casing for cushioning of carrier pipe, with stone ballast or shingle, mixing by Mechanical means using concrete mixer volumetric type all required materials & labours, Tools & Plants, equipments, etc. with required all necessary accessories to complete the work in all respect as per Guidelines & specification of NH department and as per specification given in the bid documents including for proper completion of work as per instruction of Engineer-in-charge. Mtrs. 35 72656.2

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

Pipeline at WTP Premises

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

1. Capital Works CSR based Items

Excavation : ( Manually)

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

(a) Earthwork upto 1.50 mt.Depth.

i All classes of soil except rocky Cum 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

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

A DI pipe as per IS 8329 DI-K7

Pipe lines laid complete.

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

B uPVC Pipe 6 kgf /cm2

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

a DI Specials : Up to 300 mm.i/d. Kg 22.739712460063902 115.81

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

B Class PN-1.6 as per ISI

Sluice Valves flanged.(mm.i/d)

Jointing of DI pipes : ( for specials)

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

(b) 100 mm.i/d.pipe lines. Each 3 88.83

CI Surface Boxes :

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

C.I.Indicating Plates :

28.33 Providing & Fixing C.I. indicating plates of size 100 mm.x 100 mm.for SV/FH including synthetic enamel paint & letters in white enamel paint fixing in the ground with angle iron of size 25 x 25 x 5 mm.,230 mm.height from ground including concrete block complete in all respect as directed by Engineer-in-charge. Each 3 239.39

Valve chambers :

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

a Size 0.6 x 0.6 m. Each 3 5305.96

14 Diff.rates of materials :

Coarse sand : Cum 0.77 -143.79679999999985

Extra rate for OPC bags 7.9 26.219683840000002

15 Carriage of materials :

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

Bajri : Cum 1.04 647.1788

Coarse sand : Cum 0.77 409.23220000000003

16 Bailing out of water :

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

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

Capital Works ' CSR based Items (In Rs)

Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 0.0535

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

Boundary wall at WTP

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

1. Capital Works CSR based Items

6.19 Excavation in Soil ( any type) using hydraulic Excavator CK 90 with hydraulic excavator of 0.90 cum bucket capacity,including,cutting,trimming bottom and side slopes,in accordance with requirements of lines,grades and cross sections,including all lifts and combined lead up to 30 m. cum 264.96 34

10.13 Cement concrete 1:2:4

a With stone ballast or shingle

ii mixing by mechanical means using concrete mixer volumetric type cum 18.4 4670

10.17 Reeinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS : 1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth cum 126.90393333333333 5698

18.18 Cold twisted deformed (Ribbed/Tor Steel bar) Bars Fe 500 grade as per IS : 1786-2008, for R.C.C. works,where not including in the complete rate of R.C.C. including bending and binding,placing in position complete. Qtl 107.96000000000001 6497

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam ( vertical or battering ) sqm 117.75999999999999 210

C / shuttering : ( Columns)

9.4 Centering and Shuttering for columns ( square or rectangular or poly gonal in plan) sqm 375.35999999999996 477

C / shuttering : ( Beams)

9.6 Centering and Shuttering for columns ( square or rectangular or poly gonal in plan) sqm 681.3599999999999 380

115 mm.thk.BBM :

11.36 115 mm. thick brick wall in cement sand mortar 1:4 without reinforcement in superstructure. sqm 601.1999999999999 640

CP 20 mm.thk. :

15.2 20 mm.thick cement plaster 1;4 in two coat work sqm 1202.3999999999999 260

0.0 White washing ( Three coat) sqm 1202.3999999999999 15

Dry distemper :

0.9 Distempering with dry distemper of approved manufacture two or more coats over one priming coat to give an even shade sqm 1202.3999999999999 63

Sliding Shutters :

0.9 Providing and fixing G.I. Sheet 0.80mm thick sliding shutters with 40mmx40mmx6mm angle iron frame with diagonal braces 3.15mm gusset plates at the junctions, hooks at top and 25mm dia pulleys at bottom and 40mmx40mmx25mm dia pulleys at bottom and 40mx40mmx6mm angle iron top and bottom guides including locking arrangement with handles etc. complete. sqm 7.05 4118.4

Diff.in Rates of materials :

Coarse sand : Cum 108.9 -143.79679999999985

Extra rate for OPC Bags 1395.55 26.219683840000002

Carriage of Materials :

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

Coarse sand : Cum 108.9 409.23220000000003

Capital Works ' CSR based Items (In Rs)

Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 0.0535

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

2. Capital Works ' NON CSR based Items

Barbed wire fencing :

1.2 Meter High G.I.Barbed Wire fencing

(Rate analysis based on CSR item no.24.43 ) 1.2 metre high G.I. barbed wire fencing with 1.8 metre angle iron posts 40x40x6mm placed every 3 metres centre to centre,every 15th post,end post,corner post,suitably strutted and provided with 9 horizontal lines and two diagonals interwoven with horizontal wires fixed with GI staples,turn buckles etc.complete as per technical clause 807 of MORT&H specifications m 500 276

Capital Works Non CSR based Items (In Rs)

Capital Works (Part - A) " Civil "

CSR based amount after adding 5.35% (In Rs)

Non - CSR based amount (In Rs)

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

MECHANICAL WORKS

Bar Screens & Sluice Valve at Intake

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

1. Capital Works CSR based Items

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.

a D.I.specials up to 300 mm. i/d. Kg 938 115.81

Double Flanged Tee : 300x300x250-2 nos. (110 kg/no.) ,Reducer (250x200) - 2nos ( 37kg/no),Blind flange 300mm - 1nos( 24 kg/no),D/F 90 Degree Bend 250 mm. -4 no.( 50 kg/no.),D/F 90 Degree Bend 300 mm. -6 no.( 70 kg/no.),

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

f 250 mm. i/d. Non Return Valve Each 2 25195.5165

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)

B(e) 250 mm. i/d. Sluice Valves flanged(PN-1.6) Each 2 22337.15

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.

Capital Works ' CSR based Items (In Rs)

Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 0.0535

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

2. Capital Works ' NON CSR based Items

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.

Discharge 210 Cum/hr and head 15 mtr Each 2 604339.46

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.

250mm dia DI K-9 grade flanged pipe conforming to I.S. 8329 Mtr 18 6580

300mm dia DI K-9 grade flanged pipe conforming to I.S. 8329 Mtr 12 8120

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.

300 mm dia Each 1 11900

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

5 MT Capacity (Span 7 M and Lift 6 M) Each 1 689700

SS Manual Coarse Bar Screen ( 0.9 X 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

Amount Per One set 1 280379.13

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

300 mm dia Each 1 154700

Motorized Butterfly Valve :

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

Electrically Operated & SCADA Compatible class PN 1.6

250 mm dia Each 2 131700

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.

250 mm dia PN 16 Each 2 14099.4

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.

300 mm dia Each 2 17400

Sub-Total Part - B (14) : NON CSR Amount : (Rs)

Capital Works (Part - B) " Mechanical "

CSR based amount after adding 5.35% (In Rs)

Non - CSR based amount (In Rs)

Sub-Total Part - B (13) : CSR + Non CSR Amount : ( Rs)

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

1. Capital Works CSR based Items

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.

a D.I.specials up to 300 mm. i/d. Kg 1078 115.81

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

f 250 mm. i/d. Non Return Valve Each 2 25195.5165

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)

B (f) 300 mm. i/d. Sluice Valves flanged(PN-1.6) Each 3 27999.03

B (e) 250 mm. i/d. Sluice Valves flanged(PN-1.6) Each 2 22337.15

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.

Capital Works ' CSR based Items (In Rs)

Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 0.0535

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

2. Capital Works ' NON CSR based Items

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.

Discharge 210 Cum/hr and head 20 mtr Each 2 636146.8

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.

250mm dia DI K-9 grade flanged pipe conforming to I.S. 8329 Mtr 18 6580

300mm dia DI K-9 grade flanged pipe conforming to I.S. 8329 Mtr 42 8120

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.

300 mm dia Each 3 11900

(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.

NS 5 MT Capacity (Span 7 M and Lift 6 M) Each 1 689700

RUIDP 2023,19.63 Providing and fixing in position CI Puddle collar (approx. 1m length) inside the wall including all material labour as per Technical Specifications and as per direction of Engineer.

300 mm dia Each 6 17400

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

300 mm dia Each 1 154700

Motorized Butterfly Valve :

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

Electrically Operated & SCADA Compatible class PN 1.6

250 mm dia Each 2 131700

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.

Floating suction assly.(Floating arms) Dia- 300 mm, Metarial SS 304 Each 2 1389852

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.

250 mm dia PN 16 Each 2 15218.4

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

Capital Works (Part - B) " Mechanical "

CSR based amount after adding 5.35% (In Rs)

Non - CSR based amount (In Rs)

Sub-Total Part - B (14) : CSR + Non CSR Amount : ( Rs)

Dewatering Pump

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

1. Capital Works CSR based Items

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.

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.

a D.I.specials upto 300 mm. i/d. Kg 385 115.81

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

d 150 mm. i/d. Non Return Valve Each 2 9166.8675

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)

B(c) 150 mm. i/d. Sluice Valves flanged(PN-1.6) Each 2 9058.04

Lifting arrangement for pumps

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

a R S Joists(I Beam 200 mm ) Qtl 4 6496

Capital Works ' CSR based Items (In Rs)

Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 0.0535

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

2. Capital Works ' NON CSR based Items

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

Discharge 42 Cum/hr and head 10 mtr Each 2 163600

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.

150 mm dia Each 2 4505

Lifting arrangement for pumps

NS Slings ( Capacity- 2 ton,Dia-16 mm, length - 1.5 M) & D shackle( Capacity- 2 Ton ) set 2 8000

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.

2 MT Capacity Set 2 41100

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

Capital Works (Part - B) " Mechanical "

CSR based amount after adding 5.35% (In Rs)

Non - CSR based amount (In Rs)

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

Clear Water Pump

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

1. Capital Works CSR based Items

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.

b D.I.specials above 300 mm. i/d. Kg 975 174.8

Double Flanged Tee : 350x350x250-2 nos. (138 kg/no.) ,Reducer (250x200) - 2nos ( 37kg/no),Blind flange 350mm - 1nos( 37 kg/no),D/F 90 Degree Bend 250 mm. -4 no.( 50 kg/no.),D/F 90 Degree Bend 350 mm. -4 no.( 97 kg/no.),

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

e 250 mm. i/d. Non Return Valve Each 2 25195.5165

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)

B(d) 250 mm. i/d. Sluice Valves flanged(PN-1.6) Each 2 22337.15

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.

Capital Works ' CSR based Items (In Rs)

Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 0.0535

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

2. Capital Works ' NON CSR based Items

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.

Discharge 198 Cum/hr and head 55 mtr Each 2 1029685.24

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.

350mm dia DI K-9 grade flanged pipe conforming to I.S. 8329 Mtr 12 10450

250mm dia DI K-9 grade flanged pipe conforming to I.S. 8329 Mtr 18 6580

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.

350 mm dia Each 1 14450

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

5 MT Capacity (Span 7 M and Lift 6 M) Each 1 689700

Motorized Sluice Valve :

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

Electrically Operated & SCADA Compatible class PN 16

350 mm dia Each 1 251200

Motorized Butterfly Valve :

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

Electrically Operated & SCADA Compatible class PN 1.6

250 mm dia Each 2 131700

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.

250 mm dia PN 16 Each 2 15218.4

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.

350 mm dia Each 2 22500

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

Capital Works (Part - B) " Mechanical "

CSR based amount after adding 5.35% (In Rs)

Non - CSR based amount (In Rs)

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

Clear Water Pump

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

Capital Works ' NON CSR based Items

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

Up to 5 MLD Nos 2 110600

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

ELECTRICAL WORKS

Electrical, Instrumentation & RTU Works for Intake Pump House

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 1846.4

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

(iii) Heat Shrinkable End Termination for cable size 120-185 sq. mm, 3Core (indoor Type) Each 1 3581.2

(vii) Heat Shrinkable End Termination for cable size 120-185 sq. mm, 3Core (Outdoor Type) Each 3 4361

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 60 452.4

(xxv) Overall size 70 sq.mm (3.5 Core) Armoured (underground) Metre 40 1004.7

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 60 144.4

(ix) Overall size 10sq.mm (3 Core) Armoured (Loose) Metre 140 190

(xxv) Overall size 70sq.mm (3.5 Core) Armoured (Loose) Metre 10 604.5

(xxxv) Overall size 6sq.mm (4 Core) Armoured (Loose) Metre 35 172.9

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

(ii) Cable Tray Size 300mm x 50mm x 50mm (2mm thick) Metre 40 1381.8

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

(iii) Double Walled Corrugated HDPE Pipe 90/ 76mm (Outer/ Inner dia.) Metre 10 157

(iv) Double Walled Corrugated HDPE Pipe 120/ 103.5mm (Outer/ Inner dia.) Metre 10 244

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

(iii) Brass Gland for Aluminium cable 2/3/4 core size 6 sq. mm Each 8 73.2

(v) Brass Gland for Aluminium cable 2/3/4 core size 16 sq. mm Each 8 123.6

(viii) Brass Gland for Aluminium cable 2/3/4 core size 70 sq. mm Each 2 181.2

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

(ii) Aluminium thimble cable Core size 10 - 16sq.mm Each 24 14

(v) Aluminium thimble cable Core size 70sq.mm Each 8 30

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

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

34.13 (xx) Bonding to existing earth with 8S.W.G. (4mm dia) G.I. wire fixed with stapples on wall. Metre 250 15

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

(ii) Wiring light point Each 15 1029.6

(iv) Wiring 6Amp. Wall socket point Each 6 739.2

(vi) Wiring 16/20Amp. Power plug control point Each 6 472.8

34.09 (xiii) Supply and erection of PVC insulated PVC sheathed (3 core) round flexible wire with copper conductor (FR) cable (ISI marked) confirm to IS:694/1990 left bare in pipe or casing of suitable size complete in all respect as desired by the Engineer-in-charge:-

(c.) Overall size 2.5sq.mm (50/0.25mm), 3Core Metre 150 136.8

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

34.16 A MINIATURE CIRCUIT BREAKERS:

Supply and erection of Miniature Circuit Breaker MCB's for circuit protection against overload and short circuit current fault suitable for 240/ 415 volts 50cycles AC supply with breaking capacity of 10KA, Curve-C and low watt losses as per IS/IEC 60898-1, energy limitation class-3, true contact indication, label holder facility in the existing MCB distribution board as per PWD General Specifications including connections with suitable size of thimbles/lugs:-

(ii) MCB Single Pole 6-32amp. (10KA, Curve-C) Each 12 201

(vi) MCB Double Pole 6-32amp. (10KA, Curve-C) Each 2 612

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

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

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

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

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

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

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 63

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 0.0535

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

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

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 .

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, 125A TPN Al. bus-bar, SCADA compatible (sufficient interposing relays, 2NO+2NC Aux. contactors, potential free contacts etc. as required) complete with all accessories and as below: Incomer: 125 A TPN MCCB 25 KA with O/L, S/C, Surge Protection Device, digital multi-function meter with RS485, indication lamps for R-Y-B, On-Off-Trip complete as required - 1 Set Outgoing: a) Automatic star-delta starter (20 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) 14 KVAR (2x5+4x1) 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 305900

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

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

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

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

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

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

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

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:

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

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

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

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

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

Capital Works (Part - C) " Electrical "

CSR based amount after adding 5.35% (In Rs)

Non - CSR based amount (In Rs)

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

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

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 125 468

(ix) Overall size 10 sq.mm (3 Core) Armoured (underground) Metre 220 632.4

(xxxi) Overall size 300 sq.mm (3.5 Core) Armoured (underground) Metre 250 2278

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 50 167.2

(ix) Overall size 10sq.mm (3 Core) Armoured (Loose) Metre 40 190

(x) Overall size 16sq.mm (3 Core) Armoured (Loose) Metre 120 201.4

(xiv) Overall size 70sq.mm (3 Core) Armoured (Loose) Metre 80 524.55

(xxv) Overall size 70sq.mm (3.5 Core) Armoured (Loose) Metre 30 604.5

(xxxi) Overall size 300sq.mm (3.5 Core) Armoured (Loose) Metre 50 2037.75

(xxxv) Overall size 6sq.mm (4 Core) Armoured (Loose) Metre 40 172.9

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

(ii) Cable Tray Size 300mm x 50mm x 50mm (2mm thick) Metre 40 1381.8

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

(iii) Double Walled Corrugated HDPE Pipe 90/ 76mm (Outer/ Inner dia.) Metre 5 157

(iv) Double Walled Corrugated HDPE Pipe 120/ 103.5mm (Outer/ Inner dia.) Metre 5 244

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 12 61.2

(iii) Brass Gland for Aluminium cable 2/3/4 core size 6 sq. mm Each 2 73.2

(iv) Brass Gland for Aluminium cable 2/3/4 core size 10 sq. mm Each 10 99.6

(v) Brass Gland for Aluminium cable 2/3/4 core size 16 sq. mm Each 8 123.6

(viii) Brass Gland for Aluminium cable 3/3.5/4 core size 70 sq. mm Each 4 181.2

(xiii) Brass Gland for Aluminium cable 3/3.5/4 core size 300 sq. mm Each 4 488.4

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 44 13

(ii) Aluminium thimble cable Core size 10 - 16sq.mm Each 44 14

(v) Aluminium thimble cable Core size 70 sq.mm Each 28 30

(xi) Aluminium thimble cable Core size 300 sq.mm Each 16 116

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

34.13 (xx) Bonding to existing earth with 8S.W.G. (4mm dia) G.I. wire fixed with stapples on wall. Metre 100 15

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

(ii) Wiring light point Each 12 1029.6

(iv) Wiring 6Amp. Wall socket point Each 6 739.2

(vi) Wiring 16/20Amp. Power plug control point Each 6 472.8

34.09 (xiii) Supply and erection of PVC insulated PVC sheathed (3 core) round flexible wire with copper conductor (FR) cable (ISI marked) confirm to IS:694/1990 left bare in pipe or casing of suitable size complete in all respect as desired by the Engineer-in-charge:-

(c.) Overall size 2.5sq.mm (50/0.25mm), 3Core Metre 150 136.8

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

(iii) SP&N Double Double Door Distribution Board 12 way each Each 1 1706.6

34.16 A MINIATURE CIRCUIT BREAKERS:

Supply and erection of Miniature Circuit Breaker MCB's for circuit protection against overload and short circuit current fault suitable for 240/ 415 volts 50cycles AC supply with breaking capacity of 10KA, Curve-C and low watt losses as per IS/IEC 60898-1, energy limitation class-3, true contact indication, label holder facility in the existing MCB distribution board as per PWD General Specifications including connections with suitable size of thimbles/lugs:-

(ii) MCB Single Pole 6-32amp. (10KA, Curve-C) Each 12 201

(vi) MCB Double Pole 6-32amp. (10KA, Curve-C) Each 3 612

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

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 0.0535

Capital Works 'CSR based Electrical, Instrumentation & RTU Items after adding 5.35% (In Rs)

2. Capital Works ' Non-CSR based Items

A. LT Panel with Starter:

LT Panel (Raw Water PS) 415 V indoor IP-42 compartmentalized, 1.6 mm CRCA sheet for non load bearing member & 2 mm for load bearing member, front lockable hinged door, wall mountable, dust & vermin proof, epoxy coated, detachable gland plate, 160A 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) Automatic star-delta starter (25 HP pump set) compliant to type-2 coordination chart (MCCB, contactor, overload relay with single phase protection), electronic timer, On-Off-Trip indication lamp, start-stop push button, auto/manual selector switch complete as required - 2 Set b) 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) 20 KVAR (2x5+4x2+2x1) heavy duty Capacitor with 10 step APFC relay, MCCB, capacitor duty contactor, indication lamps, selector switch, push button, aux. contactor, MCB etc. complete with all accessories and as required - 1 set d) 32A TPN MCCB 25 KA - 1 set e) 32 A TPN MCB - 5 No's for Actuated Valve f) 32 A SPN MCB - 3 No’s Each 1 399700

NS LT Panel (Clear Water PS) 415 V indoor IP-42 compartmentalized, 1.6 mm CRCA sheet for non load bearing member & 2 mm for load bearing member, front lockable hinged door, wall mountable, dust & vermin proof, epoxy coated, detachable gland plate, 315 A TPN Al. bus-bar, SCADA compatible (sufficient interposing relays, 2NO+2NC Aux. contactors, potential free contacts etc. as required) complete with all accessories and as below: Incomer: 315 A TPN MCCB 25 KA with O/L, S/C, Surge Protection Device, digital multi-function meter with RS485, indication lamps for R-Y-B, On-Off-Trip complete as required - 1 Set Outgoing: a) 160 A TPN MCCB 25 KA with O/L, S/C, Device, digital multi-function meter with RS485, indication lamps for R-Y-B complete as required - 2Set b) 36 KVAR (2x15+2x2+2x1) heavy duty Capacitor with 8 step APFC relay, MCCB, capacitor duty contactor, indication lamps, selector switch, push button, aux. contactor, MCB etc. complete with all accessories and as required - 1 set c) 32A TPN MCCB 25 KA - 2 set d) 32 A TPN MCB - 5 No's for Actuated Valve e) 32 A SPN MCB - 3 No’s Each 1 339200

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.

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 210 109

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

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

NS SITC of Single Phase 30A Automatic Changeover Switch between two sources (Main & DG) for Emergency Lighting complete as required. Each 1 7670

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

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

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

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

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

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

0 to 6 Mtr. (Ref; 43.27.1) Each 3 82215

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:

RUIDP ISOR 2023, 47.2 Design, Manufacture, Supply, Installation, Testing and Commissioning of Indoor type PLC Panel of size approx. 800 mm X500 mm X 2000mm (LBH) , Fabricated out of min. 2 mm thick CRCA sheet complete with latest configuration, necessary programming software for PLC & SCADA and comprising of all accessories not limited to the following: DI No. 46 DO No. 42 AI No. 10 AO No. 4 MCB 16A DP No. 2 MCB 6A DP No. 6 SMPS 100-240VAC/ 4.5A / 24 VDC No. 1 Selector Switch (Auto/Manual) & Local / Remote No. 2 Control Relays Lot 1 Annunciator with 24 Windows NO to NC Type Microprocessor Based, Window Size 75*42mm, 110VAC, with No. 1 Electronic Hooter No. 1 Control Transformer 200VA No. 1 Emergency STOP Push Button No. 1 Panel Cooling Fan & Filter No. 2 Panel Light with Door Switch, 7W No. 1 Control Indication Lamp for 24VDC, 220VAC No. 3

Control Indication Lamp for 24VDC, 220VAC No. 3 Push Button No. 3 Power Wiring+Control Wiring + Control TB/ Fuse 2A,TB etc Lot 1 Panel Hardware, lugs, terminations, ferrules, name plate Etc. Lot 1 UTILITY SOCKET 16A, 3 PIN No. 2 HMI Display 10 Inch, Colour No. 1 Isolators Dual Output, 24VDC Lot 1 Lot 1 867933

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 6 2698

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 490 121

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 1980 186

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

Capital Works (Part - C) " Electrical "

CSR based amount after adding 5.35% (In Rs)

Non - CSR based amount (In Rs)

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

Electrical Works for Sub-Station

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

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

1. Capital Works ' CSR based Items

A. HT Cables & Accessories:

34.36 XLPE INSULATED HT CABLES:

34.36 A XLPE INSULATED HT ARMOURED CABLES (UNDERGROUND):

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

(viii) HT Cable Overall size 240sq.mm (3Core) Metre 75 2584

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

(viii) Heat Shrinkable End Termination for cable size 240-400 sq. mm, 3Core (Outdoor Type) Each 2 5195.4

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 225 523.9

(xxxi) Overall size 300sq.mm (3.5 Core) Armoured (underground) Metre 50 2613

34.10 B XLPE INSULATED ARMOURED CABLES (LOOSE):

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

(i) Overall size 6sq.mm (2 Core) Armoured (Loose) Metre 40 144.4

(xxxvii) Overall size 16sq.mm (4 Core) Armoured (Loose) Metre 85 233.7

(xxxi) Overall size 300sq.mm (3.5 Core) Armoured (Loose) Metre 30 2037.75

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

(ii) Cable Tray Size 300mm x 50mm x 50mm (2mm thick) Metre 50 1381.8

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

(iv) Double Walled Corrugated HDPE Pipe 120/ 103.5mm (Outer/ Inner dia.) Metre 20 244

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

(v) Brass Gland for Aluminium cable 2/3/3.5/4 core size 16 sq. mm Each 8 123.6

(xiii) Brass Gland for Aluminium cable 3/3.5/4 core size 300 sq. mm Each 6 488.4

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 4 13

(ii) Aluminium thimble cable Core size 10-16sq.mm Each 32 14

(xi) Aluminium thimble cable core size 300 sq. mm Each 24 116

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

34.13 (xx) Bonding to existing earth with 8S.W.G. (4mm dia) G.I. wire fixed with stapples on wall. Metre 250 15

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 0.0535

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

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

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

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.

NS PCC (Main) 415 V indoor IP-42 , compartmentalized, 1.6 mm CRCA sheet for non-load bearing 2 mm for load bearing member, front lockable hinged door, floor mounted, dust & vermin proof, epoxy coated, detachable gland plate, TPN Al. bus-bar complete with all accessories and as below: Incomer: TPN 315A MCCB with multi-function meter, SPD, indication lamps for R-Y-B, On-Off-Trip complete as required -2 Sets Bus-Coupler: TPN 315A MCCB with indication lamps for R-Y-B, On-Off-trip complete as required -1 Set Mechanical & Electrical interlock to be provided between incomers & bus-coupler Outgoing: a) 315 A TPN MCCB 25 KA with O/L, S/C protection, multi-function meter, indication lamps for R-Y-B, On-Off-Tripcomplete as required - 2 set (Bus-Section 1) b) 32A TPN MCCB 25 KA - 1 set (Bus-Section 1) c) 32A SPN MCB 10 KA - 1 set (Bus-Section 1) d) 160 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) 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) f) 32A TPN MCCB 25 KA - 2 set (Bus-Section 2) g) 32A TPN MCB 10 KA - 3 set (Bus-Section 2) h) 32A SPN MCB 10 KA - 3 set (Bus-Section 2) Each 1 554000

NS PCC (DG) 415 V indoor IP-42 , compartmentalized, 1.6 mm CRCA sheet for non-load bearing 2 mm for load bearing member, front lockable hinged door, floor mounted, dust & vermin proof, epoxy coated, detachable gland plate, TPN Al. bus-bar complete with all accessories and as below: Incomer: TPN 63A MCCB 25KA with multi-function meter, Surge Protection Device, indication lamps for R-Y-B, On-Off-Trip complete as required - 1 Set Outgoing: a) 32 A TPN MCCB 25 KA with O/L, S/C protection,indication lamps for R-Y-B complete as required - 3 set b) 32 A SPN MCCB 25 KA with O/L, S/C protection, indication lamps for R-Y-B complete as required - 3 set Each 1 141600

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

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

NS SITC of Single Phase 30A Automatic Changeover Switch between two sources (Main & DG) for Emergency Lighting complete as required. Each 1 7670

RUIDP ISOR 2023, 63.5 Supply & Laying following size earth strip in horizontal or vertical run in surface by means of Earth strip DMC Insulator including riveting/ soldering/ welding, Jointing shall be done by overlapping and with 2 set of Brass (for Cu strip) / GI (for GI Strip) nut bolt & spring washer spaced at 50cm making connection etc. as required.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

25mm x 3mm G.I. ( Hot Dipped ) Strip (Ref: 63.5.14) Metre 200 108

50mm x 6mm G.I. ( Hot Dipped ) Strip (Ref: 63.5.17) Metre 100 416

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

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

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

Capital Works (Part - C) " Electrical "

CSR based amount after adding 5.35% (In Rs)

Non - CSR based amount (In Rs)

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

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

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

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

Capital Works ' Non-CSR based Items

RUIDP ISOR 2023, 47.14 Supply, Installation, testing and commissioning of SCADA System at Master Control Centre complete with PC server, monitor, communication modules, printers, 2 Nos. of 60"LED Display of latest resolution and configuration, 4 Nos of 32'' Operator console ( 1 No. of Engineering, 1 No. of operator console, 1 No. of Historical and 1 No. of Web Server) including control desk, chairs, storage racks etc., required hardware, software complete with all accessories and in line with Technical Specification. Lot 1 4339666 Forty Three Lacs Thirty Nine Thousand Six Hundred Sixty Six Rupees and No Paise 4339666

Capital Works 'Non CSR based SCADA Items (In Rs)

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

05 years’ Operation and Maintenance

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

(In Rs) (In Rs)

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

2 1st Year. Rs per month. 12 452188.575 Fifty Four Lacs Twenty Six Thousand Two Hundred Sixty Two Rupees and Ninety Paise

3 2nd Year. Rs per month. 12 632376.921077409 Seventy Five Lacs Eighty Eight Thousand Five Hundred Twenty Three Rupees and Five Paise

4 3rd Year. Rs per month. 12 679805.190158215 Eighty One Lacs Fifty Seven Thousand Six Hundred Sixty Two Rupees and Twenty Eight Paise

5 4th Year. Rs per month. 12 730790.579420081 Eighty Seven Lacs Sixty Nine Thousand Four Hundred Eighty Six Rupees and Ninety Five Paise

6 5th Year. Rs. per month. 12 785599.872876587 Ninety Four Lacs Twenty Seven Thousand One Hundred Ninety Eight Rupees and Forty Seven Paise

Total (PART - D) 05 Years' O&M in Rs. Three Crores Ninety Three Lacs Sixty Nine Thousand One Hundred Thirty Three Rupees and Sixty Five Paise