Canal water based scheme Mahilpur

STANDARD BIDDING DOCUMENT FOR PROCUREMENT OF WORKS

Part- 2 Canal Water based Water Supply Project for Construction of 3.0 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 : Mahilpur, District : Hoshiarpur, Punjab

Project Value: Capital cost: Rs. 1087.75 Lakh 05 Years' O&M: Rs. 156 Lakh

Name of Work: Part- 2: Canal Water based Water Supply Project for Construction of 3.0 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 : Mahilpur, District : Hoshiarpur, Punjab

Name of Bidder:

1 Part- A, B & C : Construction of 3.0 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 3.0 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 : Mahilpur, District : Hoshiarpur, Punjab District Bathinda

S.no. Description Amt. (Rs.)

(A) Civil works :

1 Canal intake :

i) RCC Valve Chamber at Intake near Canal : 1.20 x 1.20 x 2.92 m 272071.2413730717

ii) Rising main from Canal to Concrete Channel : DI K -7 : 300 mm. i/d. 171135.2104099908

iii) RW Concrete Channel : 7.0 x 1.0 x 4.3 m 419181.3290000001

2 Raw Water Rising Main from Intake Sump to SS Tank at WTP

Rising Main of DI K -7 : 300 mm. i/d. 32973640.550594762

3 Nalla Crossing with Supporting Truss for RW-RM

4 RCC Valve Chamber at Raw water inlet Channel

i) Valve Chamber-I (2.0 x 1.2 m) 352487.3131269081

ii) Valve Chamber-II (1.2 x 1.0 m) 324651.7839269081

5 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

6 Raw Water & Clear Water Sump & Pumping Station

7 Water Treatment Plant

Capacity : 3.0 MLD at Rs.43.40 Lakh / MLD 56196000

8 Mixing Chamber, Valve Chamber & CCT :

i) Chlorine mixing chamber : 2.0 x 1.5 x 5.8 m 490466

ii) Valve Chamber to CWR : 2.0 x 1.5 x 4.35 m 1082153

iii) Chlorine Contact Tank with Compartment (02 No's): 12 X 2.5 X 4.4 m 2769967.14406975

9 Clear water reservoir : (CWR)

i) Clear Water Reservoir with Compartment (02 No's) : 13.0 X 12.0 X 4.40 m 10175916.25414

ii) Panel Room cum Operator Room 636909

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

11 State Highways Crossing Arrangements with Trenchless Crossing Method 995517.9976517707

12 Distribution line within WTP premises 363965.02178769605

13 Site Development Works at WTP :

i) Boundary wall with Barbed wire fencing 3990688

ii) Earth Filling in WTP Area 3535875.7455

iii) Stone Pitching of Depressed area adjacent to SS Tank 816988.9192515681

Capital Cost - (A) Civil Works

(B) Mechanical Works :

14 Intake Pumping Station 4984613.049773251

15 Raw Water Pumping Station including Floating Arms 8917452.459353251

16 S&S Tank - Dewatering Pumps 704975.9961025

17 Clear Water Pumping Station 7009091.548773251

18 Gate for outlet of CWR 352200

Sub Total - (B) Mechanical Works

(C) Electrical Works :

19 Raw & Clear Water Pumping Station 2342686.392025

20 Sub-Station for Intake, Raw & Clear Water Pumping Station and WTP 5212113.7219

21 SCADA for Raw Water & Clear Water Pumping Station, WTP & Sub-Station 7400640.70405

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 = 1 % of Dist.Pipeline Cost or shifing of utilities 0.05 1.1054983995681575

2 Price Escalation = 3.75 % of Capital Cost (@ 7.50 % per annum and average 3.75% per year) 0.0375 40.790755589563965

3 Contingencies = 1 % of Capital Cost 0.05 10.877534823883725

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

6 For Permission from Forest Department 10

Permission of BT Bill: State Highway (SH): Bank Guarantee, Application & Processing Fees, Supervision Charges, safety, signage boards, etc.: 1.0 Lakh (L.S.) License Fee: 1.0 Lakh (L.S.) SH Trenchless Crossing: 20 m x 1 m =20 sqm x Rs.5725/ sqm = Rs. 1.43 Lakhs 3.145

7 Road Restoration BT Bill : B&R

8 For Raw Water : L = 2500 Mtrs. x 1.20 Mtrs. x 1870/- per Sqm 56.1

9 For Clear Water : L = 2450 Mtrs. x 1.18 Mtrs. x 1870/- per Sqm 54.0617

10 Electrical connections charges :

A Sub-Station 8.2115

Sub Total (A) Provisional Sum 209.29198881301585

B (B) PWSSB Charges and Cess :

(i) Contingencies Charges on work @ 1% ( To be paid on actual limited to maximum @ 1% of Capital cost) 10.877534823883725

(ii) PWSSB ( Admin ) Charges @ 6 % on Capital Cost 65.26520894330235

Third Party Inspection Charges @ 0.92% 10.007332037973027

12 Sub Total (B) PWSSB Charges and Cess 0.0092

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

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 3.15 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 3.15 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 3.15 30.794600000000003

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

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

10.13 Cement concrete 1:2:4

a With stone ballast or shingle

ii mixing by mechanical means using concrete mixer volumetric type. cum 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 4.19886584447254 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 32.704 405

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 3.583732675578033 6497

PVC Foot Steps :

29.35 Providing orange colour safety footrest of minimum 6 mm. thick plastic encapsulated as per IS : 10910 on 12 mm. dia.steel bar conforming to IS : 1786 having minimum cross section as 23 mm. x 25 mm. and over all minimum length 263 mm. and width as 165 mm.with minimum 112 mm.space between protured legs having 2 mm.tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm.as per stanard drawing and suitable to withstand the bend rest and chemical resistance test asper specifications and having manufactureers permanent identification mark to be visible even after fixing ,including fixing in manholes with 230 x 150 x 75 cm. cement concrete block 1:2:4 ( 1 cement : 2 sand : 4 stone aggregate) complete as per design. each 9 209

RCC Manhole cover with frame :

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

A RCC Man hole cover with frame

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

ii Heavy duty Each 1 1942

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

B Class PN-1.6 as per ISI

Sluice Valves flanged.(mm.i/d)

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

Pipe lines laid complete.

GI Pipe : ( Rising 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 (Ordinary Portland Cement) Bags 34 26.219683840000002

Carriage of Materials :

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

Lohand Khad 75 Km.

Capital Works ' CSR based Items (In Rs)

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

Sub-Total Part - A (1) (i): CSR Amount after adding 5.35% (In Rs) Capital Works ' CSR based Items after adding 5.35% ( In Rs)

Rising main from Canal to Concrete Channel : DI K -7 : 300 mm. i/d.

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) (ii): CSR Amount after adding 5.35% : (Rs)

Raw Water Concrete Channel : 7.0 x 1.0 x 4.3 m

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

1. Capital Works CSR based Items

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

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

i All classes of soil except rocky cum 18.0225 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 27.033749999999994 34

4.1 ( A) Rate for loading in to wagons,trucks or boats within 15 meters lead. cum 27.033749999999994 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 26.09 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 1.80225 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 25.427100000000003 5698

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

> 4.0 mt.height

Walls concrete :

Shuttering : ( Raft foundation)

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering.) sqm 5.220000000000001 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 116 405

Extra rate for shuttering :

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

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

0.0 Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. sqm 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 23.050079999999998 6497

Safety foot rest :

29.35 Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230 x150 x75 cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design. Each 26 209

MS Railing for Operation platform Bar screen :

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

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

B Class PN-1.6 as per ISI

Sluice Valves flanged.(mm.i/d)

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

Pipe lines laid complete.

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 :

Lohand Khad 75 Km.

Extra rate for OPC (Ordinary Portland Cement) Bags 232 26.219683840000002

Carriage of materials :

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

Lohand Khad 75 Km.

Capital Works ' CSR based Items (In Rs)

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

CSR Amount after adding 5.35% : (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)

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 904 169.03

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 3614 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 3882.16 115.81

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 5 118.43

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 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 2 5305.96

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

b Size 0.9 x 0.9 mtr Each 5 7828.67

SV :above 150 mm.dia.

Difference in Rates of materials for valve chambers :

From Mirthal 102 km

Coarse sand : Cum 3.99 -143.79679999999985

From Lohand Khad 75 km

Extra rate for OPC (Ordinary Portland Cement) Bags 49.379999999999995 26.219683840000002

Carriage of Materials :

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

From Mirthal 102 km

Coarse sand : Cum 3.99 434.39860000000004

From Lohand Khad 75 km

Fine sand : From 67 km. Cum 1.3 400.84340000000003

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 8 947.82

Capital Works ' CSR based Items (In Rs)

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

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

2. Capital Works ' NON CSR based Items

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

6.6.1 Class PN 1.0

Capital Works Non CSR based Items (In Rs)

Capital Works (Part - A) " Civil "

CSR based amount after adding 5.35% (In Rs)

Non - CSR based amount (In Rs)

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

Nalla Crossing with Supporting Truss for RW-RM

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

1. Capital Works CSR based Items

32.4 Site clearance

25.7 Clearance of sarkanda, weed, jala, booti etc. from wet drains by machinery having bed width

(ii) More than 20 feet SqM 15 18

10.53 Boring, providing and installing bored cast-in situ reinforced cement concrete pile of specified diameter and length below the pile cap to carry a safe working load not less than specified, excluding the cost of concrete and steel reinforcement (The rates of concrete and steel reinforcement are to be taken for respective item of chapter No.10 & 18 respectively)but including thecost of boring with manual auger (without bentonite solution) and temporary casingof appropriate length for setting out and removal of same and the lengthof the pile to be embedded in the pile cap etc. all complete as per BIS specifications/ codes, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap)

e 450 mm Dia pile m 29 754

10.54 Extra for providing under reamed bulb asper BIS specifications/ codes.

e 450 mm Dia pile m 12.5 549

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 2.894 6497

10.18 Reinforced cement concrete M-35 mechanically batchmixed using batch type concretemixer asper IS:1791and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth cum 11.965 5974

Admixture for M-35

10.5 Extra for using admixture in designed mix concrete. kg 79.9262 60

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 2.9088 6497

21.24 Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) (The rates are for estimate purpose only.)

(b) Lateral load test MT 25 6852.85

18.53 Steel work in built up tubular pipes (round, square or rectangular hollow tubes etc. ISI Marked) for flat shed (ie.Where no truss work is involved) including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete qtl 29.773000000000003 9490

Add as per AC slip-4 for MS Flat and MS Sq bars Qtl 29.773000000000003 1306.54

Ref: 18.3 (b) Additional Hosting charges

AOR from CSR Additional cost for hoisting of trusses and placing in position including cost for machinery & labour. qtl 29.773000000000003 500

AOR CSR Based Supplying & fixing of M.S Clamp of size 150mm X 12mm made out of MS Flat 2.6 m long, suitable to fit Housing pipe including the cost Nut & Bolts of Suitable size complete in all respect. each 15 4488.77721314013

Extra rate for OPC (Ordinary Portland Cement) Bags 101.7025 26.219683840000002

Earth, Surkhi, Sand, earth, fly ash, bajri, ballast, stone boulders, kankar and building rubbish, earth

Lohand Khad 75 Km.

Capital Works ' CSR based Items (In Rs)

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

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

RCC Valve Chamber - 1 at Raw water inlet Channel

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

1. Capital Works CSR based Items

Earthwork in excavation :

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

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

i All classes of soil except rocky cum 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 (4) (i): CSR based Items after adding 5.35% ( In 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 Cement 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 (4) (ii): CSR based Items after adding 5.35% ( In 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 26.796 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 3.828 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 40.248400000000004 5698

Shuttering : ( Raft foundation)

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering.) sqm 19.02 210

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 273.6 405

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 2660

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 33.04172 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 Bags 335 26.219683840000002

Carriage of materials :

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

Lohand Khad 75 Km.

Capital Works ' CSR based Items (In Rs)

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

Sub-Total Part - A (5) (i): CSR Amount after adding 5.35% : (Rs)

Raw Water Channel (SS Tank)

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

1. Capital Works CSR based Items

Earthwork excavation :

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

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

i All classes of soil except rocky cum 3100.9275 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 7079.348250000001 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 7079.348250000001 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 218.406 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 1350.0633636521743 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 34.526349999999994 5833

Shuttering : ( Raft foundation - S & S tank)

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering.) sqm 73.16000000000001 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 2183.5 405

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 1325.567853652174 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 327.52000000000004 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 12831.654720121744 26.219683840000002

Carriage of Materials :

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

Lohand Khad 75 Km.

Capital Works ' CSR based Items (In Rs)

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

Sub-Total Part - A (5) (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 75.89184643185031 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 607.1347714548025 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 117.66717474296057 6497

Diff.rates of materials :

Extra rate for OPC Bags 906.0372455207964 26.219683840000002

Carriage of materials :

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

Lohand Khad 75 Km.

Capital Works ' CSR based Items (In Rs)

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

Sub-Total Part - A (5) (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 131.385 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 459.3770999999998 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 459.3770999999998 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 6.499600000000001 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 95.7807 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 24.579974999999997 5408

10.5 Extra for using admixture in designed mix concrete. kg 569.9 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 102.61536552 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 571.4159999999999 405

9.8 Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. sqm 87.402 532

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 146 209

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 5.839719999999999 6449

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 52.344421999999994 5071

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

15.59 cement Pointing 1:2 deep variety Sqm 469.42799999999994 260

White washing :

0.0 White washing (three coat) sqm 469.42799999999994 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 234.71399999999997 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 234.71399999999997 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 31.88 65

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

Rain water pipes :

13.74 Providing and fixing 110 mm. dia. SWR U.P.V.C. Rain water pipe ( ring fitted type-A) sa per IS : 13592 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-in-charge.( If fixed on wall face clamp to be paid seperately as per respective items). m 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 82.67 -143.79679999999985

Extra rate for OPC Bags 1174.85 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 82.67 434.39860000000004

Lohand Khad 75 Km.

Capital Works ' CSR based Items (In Rs)

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

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

2. Capital Works ' NON CSR based Items

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

19.63.7 300mm dia each 2 17400

Providing and Applying Food grade Epoxy based water proof coat :

Telengana CSR 2023 - 24 Buildings ( Part -III ) Sl.no.886 / TBSC - Q -VII -12 Providing and applying food grade Epoxy based water proof coat over existing RCC / Concrete flooring surfaces in three - part applications,containg low solvent - coloured,epoxy resin - based coating with lowVOC properties,specially formulated for food grade application for portable water storage tanks in ambient temperatures. kg 748.2869999999999 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) : CSR + Non CSR Amount : ( Rs)

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

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

Water Treatment Plant 3.0 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 @545.42 KLH) Note: The rates of following components are not included in this item of WTP and are payable under other items of BoQ in Price bid: 1. Chlorine Mixing Chamber 2. Valve Chamber at Chlorine Contact Tank 3. Chlorine Contact Tank 4. SCADA System but amount of PLC of WTP is included in this item of WTP The detailed scope of WTP is given in Vol-2 of DNIT doc. Rs per MLD 3 4340000

Sub-Total Part - A (7) : 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 17.76 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 26.048000000000002 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 26.048000000000002 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 1.116 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 12.290575222039234 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 4.02 210

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 65.6 405

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 5 532

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 17.43593416276211 6497

PVC Foot Steps :

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

RCC Manhole cover with frame :

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

A RCC Man hole cover with frame

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

ii Heavy duty Each 1 1942

Food Grade Epoxy Paint Work :

Prepartion of Concrete surface :

16.65 Prepartion of plastered or concrete surface for painting ( including sand papering the surface),using ready mixed cement based wall putty by applying two or more coats to get required fnish. sqm 107.056 80

Cement Primer :

16.31 Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surface. sqm 107.056 21

Difference in rates of materials :

Extra for OPC Bags 134 26.219683840000002

Carriage of materials :

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

Lohand Khad 75 Km.

Capital Works ' CSR based Items (In Rs)

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

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

2. Capital Works ' NON CSR based Items

Providing and Applying Food grade Epoxy based water proof coat :

Telengana CSR 2023 - 24 Buildings ( Part -III ) Sl.no.886 / TBSC - Q -VII -12 Providing and applying food grade Epoxy based water proof coat over existing RCC / Concrete flooring surfaces in three - part applications,containg low solvent - coloured,epoxy resin - based coating with lowVOC properties,specially formulated for food grade application for portable water storage tanks in ambient temperatures. kg 80.292 332

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 (8) (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 12.09 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 16.926000000000002 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 16.926000000000002 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 0.75 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 7.052612409914709 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 1.8799999999999997 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 63.18 405

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 4.2315674459488255 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 2660

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 59 26.219683840000002

Carriage of materials :

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

Lohand Khad 75 Km.

Capital Works ' CSR based Items (In Rs)

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

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

Inlet Valve Chamber to CWR

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

1. Capital Works CSR based Items

Earthwork excavation :

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

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

i All classes of soil except rocky cum 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 : ( Beam )

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

C / Shuttering > 4.0 m.height :

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

C / Shuttering : ( Slab )

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

C / Shuttering > 4.0 m.height :

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

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 76.96258125 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 2233

Food Grade Epoxy Paint Work :

Prepartion of Concrete surface :

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

Lohand Khad 75 Km.

Capital Works ' CSR based Items (In Rs)

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

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

2. Capital Works ' NON CSR based Items

Providing and Applying Food grade Epoxy based water proof coat :

Telengana CSR 2023 - 24 Buildings ( Part -III ) Sl.no.886 / TBSC - Q -VII -12 Providing and applying food grade Epoxy based water proof coat over existing RCC / Concrete flooring surfaces in three - part applications,containg low solvent - coloured,epoxy resin - based coating with lowVOC properties,specially formulated for food grade application for portable water storage tanks in ambient temperatures. kg 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 (8) (iii): CSR + Non CSR Amount : ( Rs)

Clear Water Reservoir

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 306.6 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 361.78999999999996 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 361.78999999999996 19.48

Carriage of Earth : ( Balance earth Qty)

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

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

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

10.13 Cement concrete 1:2:4

a With stone ballast or shingle

ii mixing by mechanical means using concrete mixer volumetric type. cum 20.440000000000005 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 156.23623332698222 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 176.53160489901774 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 579.2800000000001 405

9.8 Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. sqm 205.35 532

9.6 Centering and shuttering for sides and soffits of beam,beams,launching girders,bressumers,lintels. sqm 19.379999999999995 380

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

Lohand Khad 75 Km.

Fine sand : From 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 192.59999999999997 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 369.78000000000003 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 (9) (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 28.31272 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 9.081205 4670

10.27 Damp proof course 4cm thick of cement concrete 1:2:4 with water proofing compound as per manufactures guidelines. SqM 8.2524 244

11.5 First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. cum 14.438882499999998 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 31.3122 5071

15.9 12.5 mm thick cement plaster 1:4 SqM 287.03999999999996 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 13.723751999999998 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 49.76 472

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 49.76 706

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 32.879999999999995 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 10.979001599999997 6497

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam ( vertical or battering ) sqm 16.5048 210

9.8 Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc sqm 65.6336 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 287.03999999999996 75

Diff.in Rates of materials :

Coarse sand : Cum 17.34 16.620800000000145

Extra rate for OPC Bags 201.05 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 17.34 371.4933000000001

Lohand Khad 75 Km.

Fine sand : From 67 km. Cum 4.3589784 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 (9) (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 658 169.03

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 2633.0096000000003 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 2828.86 115.81

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 :

Jointing of DI pipes : For Specials :

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

(j) 250 mm.i/d.pipe lines. Each 6 106.59

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 264 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 8 239.39

Masonary Sluice Valve Chamber :

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

a Size 0.6 x 0.6 mtr Each 2 5305.96

b Size 0.9 x 0.9 mtr Each 8 7828.67

Valve for Scouring Purpose :

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 102 km

Coarse sand : Cum 5.06 -143.79679999999985

From Lohand Khad 75 km

Extra rate for OPC Bags 60.82 26.219683840000002

Carriage of Materials :

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

From Mirthal 102 km

Coarse sand : Cum 5.06 434.39860000000004

From Lohand Khad 75 km

Fine sand : From 67 km. Cum 1.7711 432.28

Bailing out of water :

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

a Connection with pipe line Upto 300mm i/d Each 6 947.82

CSR Based item Construction of Thrust Block for pipeline using Reinforced Cement Concrete (RCC) M-25 grade, including supply, cutting, bending, placing and tying of Cold Twisted Deformed (CTD) / Ribbed / Tor Steel Bars of Fe-500 grade conforming to IS 1786:2008; shuttering, formwork, mixing, laying, compacting, curing, and all incidental works required for proper completion of the structure. The work shall be executed complete in all respects as per approved drawings, relevant specifications, and directions of the Engineer-in-Charge (EIC). Each 5 9761

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.

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 (10) : CSR + Non CSR Amount : ( Rs)

Trenchless Crossing of State Highway

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. 500 mm i/d of thickness 8.0 mm for laying DI K-7 of dia. 250 mm i/d. with specials (Commercial Quality) below State Highway/National Highway, etc. with Trenchless Crossing Method as per NH/SH/WRD/Respective deparment standards and specifications including excavation & filling of Pit, Dewatering arrangement, Supporting system for soil, as required and jointing the same inside the trench / over ground by means of electric arc welding using standard electrodes as per I.S. specification including gas cutting to required size with automatic welding machine and pipes as per IS : 3589 and IS : 5504 as applicable specifications, complete as per direction of the Engineer-in-charge. (No negative tolerance in thickness is permissible). MS casing pipe shall be externally coated with 3-Layer Polyethylene (3LPE) coating of minimum 3.0 mm thickness suitable for trenchless crossing, conforming to relevant Indian/International standards. Also, providing cement concrete 1:2:4 inside MS Casing for cushioning of carrier pipe, with stone ballast or shingle, mixing by Mechanical means using concrete mixer volumetric type all required materials & labours, Tools & Plants, equipments, etc. with required all necessary accessories to complete the work in all respect as per Guidelines & specification of NH department and as per specification given in the bid documents including for proper completion of work as per instruction of Engineer-in-charge. Mtrs. 20 44030.58

Sub-Total Part - A (11): NON CSR Amount (in Rs.)

Pipeline works at WTP Premises

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

1. Capital Works CSR based Items

Excavation : ( Manually)

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

(a) Earthwork upto 1.50 mt.Depth.

i All classes of soil except rocky Cum 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

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

C.I.Indicating Plates :

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

Valve chambers :

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

a Size 0.6 x 0.6 m. Each 3 5305.96

Diff.rates of materials :

Coarse sand : Cum 0.77 -143.79679999999985

Extra rate for OPC bags 7.9 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 0.77 434.39860000000004

Fine sand : From 67 km. Cum 0.41 432.28000000000003

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 (12): 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 285.12 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 19.8 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 136.65 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 116.25999999999999 6497

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam ( vertical or battering ) sqm 126.72 210

C / shuttering : ( Columns)

9.4 Centering and Shuttering for columns ( square or rectangular or poly gonal in plan) sqm 403.91999999999996 477

C / shuttering : ( Beams)

9.6 Centering and Shuttering for columns ( square or rectangular or poly gonal in plan) sqm 734.4 380

115 mm.thk.BBM :

11.36 115 mm. thick brick wall in cement sand mortar 1:4 without reinforcement in superstructure. sqm 648 640

CP 20 mm.thk. :

15.2 20 mm.thick cement plaster 1;4 in two coat work sqm 1296 260

0.0 White washing ( Three coat) sqm 1296 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 1296 63

Sliding Shutters :

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

Diff.in Rates of materials :

Extra rate for OPC (Ordinary Portland Cement) Bags 1502.97 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

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 540 276

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 (13) (i) : CSR + Non CSR Amount : ( Rs)

Earth Filling in WTP Area

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 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 20787.100000000006 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 20787.100000000006 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

24.5 Compaction

b ( i ) Extra for laying earth / fly ash as per specifications in 20 cm.Layers and dressing but excluding cost of rolling. cum 20787.100000000006 62

b ( ii ) Extra for watering the earth / fly ash laid in 20 cm.Layers as per specifications for compaction. cum 20787.100000000006 15

b ( iii ) Extra for rolling to specifications. cum 20787.100000000006 17

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 (13) (ii): CSR Amount after adding 5.35% : (Rs)

Stone Pitching of Depressed area adjacent to SS Tank

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

1. Capital Works CSR based Items

22.25 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. Cum 1015 1884.38

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

Stone Boulder :

Stone Boulder upto 18 kg Cum 203 510.2509

Stone Boulder 18 kg to 40 kg Cum 1015 510.2509

Difference in Rates of materials

Stone Boulder upto 18 kg Cum 203 -240.40800000000002

Stone Boulder 18 kg to 40 kg Cum 1015 -428.34400000000005

24.43 (b) 1.8 meter high G.I. barbed wire fencing with 2.4 meter angle iron posts 50x50x6mm placed every 3 meters centre to centre 0.6 meter below ground level, every 15th post, end post, corner post suitably strutted and provided with 12 horizontal lines and two diagonals interwoven with horizontal wires fixed with GI staples, turn buckles etc. including foundation concrete 1:2:4 of size 0.30x0.30x0.75m for each post complete as per technical clause 808 of MORT&H specifications Mtr 210 645.12

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 (13) (iii): CSR Amount after adding 5.35% : (Rs)

Site Clearance at WTP

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

1. Capital Works CSR based Items

Removing of Trees:

26.11 Cutting down trees, filling holes and levelling of ground, lopping branches trimming, removal not exceeding 100 m stacking clearing site

(a) girth up to 60 cm each 42 170

(b) girth more than 60 cm. but up to 120 cm. each 58 303

Clearing jungle

32.4 Clearing jungle manually including uprooting rank vegetation, grass,woody vegetation upto 30cm girth measured at height of 1maboveground level and removal of rubbish upto distance of 50m outside the periphery of the area cleared SqM 4837 7.96

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 (13) (iv): CSR Amount after adding 5.35% : (Rs)

Intake Raw Water Channel

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

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

Mechanical Works:

SS Manual Coarse Bar Screen ( 0.9 X 5.0 ) M

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

1 Amount Per One set 1 Two Lacs Sixty Eight Thousand Eight Hundred Thirty Seven Rupees and Eighty Three Paise

SS Manual Bar Screen ( 0.9 X 5.0 ) M

NS Supply,fabrication,fixing and Testing of stainless steel (SS-304) Manual Coarse Bar Screen with flat bar 50 mm x 8 mm, spacing of bars 10 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

2 Amount Per One set 1 349626.93 Three Lacs Forty Nine Thousand Six Hundred Twenty Six Rupees and Ninety Three Paise

NON CSR ITEMS AMOUNT (RS)

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

Raw Water Pumping Station

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

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

Mechanical Works:

Vertical Turbine (VT) Pump

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

1 Discharge 111 Cum/hr and head 21 mtr Each 2 527794.9199999999

DI flanged Pipe

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

2 250mm dia DI K-9 grade flanged pipe conforming to I.S. 8329 Mtr 42 6580 Six Thousand Five Hundred Eighty Rupees and No Paise

3 150mm dia DI K-9 grade flanged pipe conforming to I.S. 8329 Mtr 15 3695 Three Thousand Six Hundred Ninety Five Rupees and No Paise

Dismantling joint

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

4 250 mm dia Each 3 9380 Nine Thousand Three Hundred Eighty Rupees and No Paise

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

5 3 MT Capacity (Span 7 M and Lift 6 M) Each 1 591400 Five Lacs Ninety One Thousand Four Hundred Rupees and No Paise

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

6 250 mm dia Each 6 13700 Thirteen Thousand Seven Hundred Rupees and No Paise

Motorized Sluice Valve :

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

Electrically Operated & SCADA Compatible class PN 1.6

7 250 mm dia Each 1 140900 One Lacs Forty Thousand Nine Hundred Rupees and No Paise

Motorized Butterfly Valve :

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

Electrically Operated & SCADA Compatible class PN 1.6

8 150 mm dia Each 2 93100 Ninety Three Thousand One Hundred Rupees and No Paise

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

9 Floating suction assly.(Floating arms) Dia- 250 mm, Metarial SS 304 Each 2 1100299.5 Eleven Lacs Two Hundred Ninety Nine Rupees and Fifty Paise

Rubber expansion bellows

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

10 150 mm dia PN 16 Each 2 9928 Nine Thousand Nine Hundred Twenty Eight Rupees and No Paise

Non CSR ITEMS AMOUNT (RS)

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

1 a D.I.specials up to 300 mm. i/d. Kg 517 115.81 One Hundred Fifteen Rupees and Eighty One Paise

Non Return Valve

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

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

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

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

3 B(e) 250 mm. i/d. Sluice Valves flanged(PN-1.6) Each 2 22337.15 Twenty Two Thousand Three Hundred Thirty Seven Rupees and Fifteen Paise

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

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

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

5 e 40 mm i/d Mtr 30 543.3348 Five Hundred Forty Three Rupees and Thirty Three Paise

CSR ITEMS AMOUNT (RS)

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

TOTAL Non CSR & CSR ITEMS

Sub-Total Part - B (15) : Non CSR & CSR ITEMS : (Rs)

Dewatering Pumps

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

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

Mechanical Works:

Non -Clog Submersible pump

RUIDP 2023,18.1 Supply delivery at site with necessary packing, receiving, unloading, shifting, storing, installation, testing and commissioning of Non clog submersible pumping set of 2% Ni CI Cascading, Impeller CF 8M ,Shaft SS 410,mechanical seal with 10M Power & Control cable , 5M SS Chain,,10M, 50mm SS Guide pipe, Duck Foot Bend, with Guide wire SS 304 etc. complete with all respect as per specification

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

Dismantling joint

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

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

Lifting arrangement for pumps

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

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

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

Non CSR ITEMS AMOUNT (RS) 434410

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 allcartage.

1 d 150mm i/d pipe lines laid complete Mtr 55 2723.73 Two Thousand Seven Hundred Twenty Three Rupees and Seventy Three Paise

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

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

Non Return Valve

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

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

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

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

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

Lifting arrangement for pumps

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

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

CSR ITEMS AMOUNT (RS) 256825.815

AC Slip no.5 /02-03-2023 Add for GST Diff.betw.from 12% to 18% on CSR items amount : (Rs) 270565.9961025

TOTAL NS & CSR ITEMS 704975.9961025

Sub-Total Part - B (16) : Non CSR & CSR ITEMS : (Rs)

Clear Water Pumping Station

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

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

Mechanical Works:

Vertical Turbine (VT) Pump

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

1 Discharge 106 Cum/hr and head 45 mtr Each 2 715147.84

DI flanged Pipe

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

2 300mm dia DI K-9 grade flanged pipe conforming to I.S. 8329 Mtr 12 8120 Eight Thousand One Hundred Twenty Rupees and No Paise

3 150mm dia DI K-9 grade flanged pipe conforming to I.S. 8329 Mtr 15 3695 Three Thousand Six Hundred Ninety Five Rupees and No Paise

Dismantling joint

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

4 300 mm dia Each 2 11900 Eleven Thousand Nine Hundred Rupees and No Paise

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

5 3 MT Capacity (Span 7 M and Lift 6 M) Each 1 591400 Five Lacs Ninety One Thousand Four Hundred Rupees and No Paise

Motorized Sluice Valve :

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

Electrically Operated & SCADA Compatible class PN 16

6 300 mm dia Each 1 154700 One Lacs Fifty Four Thousand Seven Hundred Rupees and No Paise

Motorized Butterfly Valve :

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

Electrically Operated & SCADA Compatible class PN 1.6

7 150 mm dia Each 2 93100 Ninety Three Thousand One Hundred Rupees and No Paise

Rubber expansion bellows

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

8 150 mm dia PN 16 Each 2 9928 Nine Thousand Nine Hundred Twenty Eight Rupees and No Paise

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

9 300 mm dia Each 2 17400 Seventeen Thousand Four Hundred Rupees and No Paise

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

10 25. sl no -2 300mm (20 kgs/cm2) Nos 1 109484 One Lacs Nine Thousand Four Hundred Eighty Four Rupees and No Paise

Non CSR ITEMS AMOUNT (RS)

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

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

Non Return Valve

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

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

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

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

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

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

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

CSR ITEMS AMOUNT (RS)

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

TOTAL Non CSR & CSR ITEMS

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

Gate for outlet of CWR

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

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

Mechanical Works:

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 One Lacs Ten Thousand Six Hundred Rupees and No Paise

Non CSR ITEMS AMOUNT (RS)

Sub-Total Part - B (18) : NON CSR ITEMS : (Rs)

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

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 115 468 Four Hundred Sixty Eight Rupees and No Paise 53820

(ix) Overall size 10 sq.mm (3 Core) Armoured (underground) Metre 210 483.6 Four Hundred Eighty Three Rupees and Sixty Paise 101556

(xxix) Overall size 185 sq.mm (3.5 Core) Armoured (underground) Metre 230 1654.1 One Thousand Six Hundred Fifty Four Rupees and Ten Paise 380443

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 One Hundred Sixty Seven Rupees and Twenty Paise 8360

(ix) Overall size 10sq.mm (3 Core) Armoured (Loose) Metre 170 190 One Hundred Ninety Rupees and No Paise 32300

(x) Overall size 16sq.mm (3 Core) Armoured (Loose) Metre 160 201.4 Two Hundred One Rupees and Forty Paise 32224

(xxix) Overall size 185sq.mm (3.5 Core) Armoured (Loose) Metre 50 2037.75 Two Thousand Thirty Seven Rupees and Seventy Five Paise 101887.5

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

34.25 CABLE TRAY:

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

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

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

34.37 DOUBLE WALLED CORRUGATED (DWC) HDPE PIPES:

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

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

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

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

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

(i) Brass Gland for Aluminium cable 2/3 core size 2.5 sq. mm Each 12 61.2 Sixty One Rupees and Twenty Paise 734.4000000000001

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

(iv) Brass Gland for Aluminium cable 2/3/4 core size 10 sq. mm Each 18 99.6 Ninety Nine Rupees and Sixty Paise 1792.8

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

(xi) Brass Gland for Aluminium cable 3/3.5/4 core size 185 sq. mm Each 4 330 Three Hundred Thirty Rupees and No Paise 1320

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 Thirteen Rupees and No Paise 572

(ii) Aluminium thimble cable Core size 10 - 16sq.mm Each 72 14 Fourteen Rupees and No Paise 1008

(ix) Aluminium thimble cable Core size 185 sq.mm Each 16 62 Sixty Two Rupees and No Paise 992

34.13 (xiv) Earthing with G.I. wire/ rope in G.I. pipe partly recessed and partly on surface complete with 150cm long 50mm dia. G.I. earth pipe (Cutting threads and 36 Nos. holes, 1cm dia. To make a mesh around the GI Pipe) and with G.I. reducing socket including erection of the same, 10.50 metre (34.44 feet) below ground level with 20Kg. charcoal & salt mixture etc., up to 14 metre in length (including boring & refilling).

(b) Earthing with 7/14 S.W.G. (7/2.18mm dia.) G.I. rope in 20mm dia G.I. pipe with G.I. reducing socket 50mm x 20mm (upto 14 Metre in length) Each 4 5373.75 Five Thousand Three Hundred Seventy Three Rupees and Seventy Five Paise 21495

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

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

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

Wiring in PVC insulated copper conductor single core FR cable (ISI marked) overall 1.5sq. mm, 1100 volts grade to be laid in heavy gauge welded conduit pipe 20 mm./25 mm. dia.(1.6 mm. thick) ISI Marked reccessed in wall etc., complete with powder coated/anodised concealed metal boxes (1.6mm thick with Brass lugs) required for having (Flush/ Piano type accessories) Step type electronic fan regulators 100watts ( socket size), bell push, 5Pin 6Amp. sockets (4Module Box), 16Amp. universal sockets (6Module Box), 6/16/20 Amp. Switches etc. and covered with brown bakelite white glazed translucent backside painted sheet 3 mm.thick etc. PVC connector (For Fan Box and Call Bell), PVC Bush, Steel Hooks, Sheet metal fan box (1.6mm thick shape hexagonal), CI Circular junction Boxes (Four way 1.5" deep for walls and 3" deep for ceiling), bonding to earth with PVC insulated copper conductor single core FR cable (ISI marked) 1sq. mm, 1100 volts grade (For 6Amp. wall socket & plug control point) and other petty material etc., including the cost of above material, cutting and filling up of chases (with finishing the surface):-

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

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

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

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

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

(c.) Overall size 2.5sq.mm (50/0.25mm), 3Core Metre 150 136.8 One Hundred Thirty Six Rupees and Eighty Paise 20520

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

Supply and erection of sheet metal double door Phase segregated distribution boards IP 43-IK09 metal door (dust protected) as per IS:8623-1&3, IEC 61439-1&3 suitable for flush mounting with fully insulated copper busbars, shrouded neutral bars, earth bars, cement spill protector, color-coded interconnecting wire set, cable ties, blanking plates and circuit identifications label and of required no. of ways for mounting miniature circuit breakers/ RCBO's/ RCCB's in the distribution board (For SP&N distribution board with rovision DP MCB's/ RCCB's/ RCBO's as incomer and SP MCB's as outgoings and for TP&N horizontal distribution board with provision TPN/ FP MCB's/ RCCB's/RCBO's as incomer and SP MCB's as outgoings) as per PWD General Specifications including connections with suitable size of thimbles and bonding to existing earth etc.

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

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

34.16 A MINIATURE CIRCUIT BREAKERS:

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

(ii) MCB Single Pole 6-32amp. (10KA, Curve-C) Each 12 201 Two Hundred One Rupees and No Paise 2412

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

34.29 B Single Arm Brackets for GI Pipe Pole:

(i) Supply and erection of GI pipe 40mm dia (A-class) Single arm bracket of suitable length give a total overhang at a tentative angle of 100/105 deg., the bracket should be fixed on top of the GI pipe pole having top outer dia. 80mm/100mm with GI reducer of suitable size with two coats of an approved aluminium paint complete in all respect approved by Engineer- in -charge at site:-

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

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

Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 Capital Works 'CSR based Electrical, Instrumentation & RTU Items after adding 5.35% (In Rs)

2.Capital Works ' Non-CSR based Items

A. LT Panel with Starter:

LT Panel (Raw Water PS) 415 V indoor IP-42 compartmentalized, 1.6 mm CRCA sheet for non load bearing member & 2 mm for load bearing member, front lockable hinged door, wall mountable, dust & vermin proof, epoxy coated, detachable gland plate, 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 (15 HP pump set) compliant to type-2 coordination chart (MCCB, contactor, overload relay with single phase protection), electronic timer, On-Off-Trip indication lamp, start-stop push button, auto/manual selector switch complete as required - 2 Set b) DOL starter (5 HP pumpset) compliant to type-2 coordination chart with MCCB, power contactor, overload relay, On-Off-Trip indication lamp, start-stop push button, auto/manual selector switch complete as required - 2 Set. c) 16 KVAR (2x5+2x2+2x1) heavy duty Capacitor with 8 step APFC relay, MCCB, capacitor duty contactor, indication lamps, selector switch, push button, aux. contactor, MCB etc. complete with all accessories and as required - 1 set d) 32A TPN MCCB 25 KA - 1 set e) 32 A TPN MCB - 5 No's for Actuated Valve f) 32 A SPN MCB - 3 No’s Each 1 312800 Three Lacs Twelve Thousand Eight Hundred Rupees and No Paise 312800

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, 160 A TPN Al. bus-bar, SCADA compatible (sufficient interposing relays, 2NO+2NC Aux. contactors, potential free contacts etc. as required) complete with all accessories and as below: Incomer: 160 A TPN MCCB 25 KA with O/L, S/C, Surge Protection Device, digital multi-function meter with RS485, indication lamps for R-Y-B, On-Off-Trip complete as required - 1 Set Outgoing: a) Automatic star-delta starter (30 HP pump set) compliant to type-2 coordination chart (MCCB, contactor, overload relay with single phase protection), electronic timer, On-Off-Trip indication lamp, start-stop push button, auto/manual selector switch complete as required - 2 Set b) 18 KVAR (2x5+2x3+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 315400 Three Lacs Fifteen Thousand Four Hundred Rupees and No Paise 315400

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 One Hundred Nine Rupees and No Paise 22890

RUIDP ISOR 2023, 63.5 Supply & Laying following size earth strip in horizontal or vertical run in surface by means of Earth strip DMC Insulator including riveting/ soldering/ welding, Jointing shall be done by overlapping and with 2 set of Brass (for Cu strip) / GI (for GI Strip) nut bolt & spring washer spaced at 50cm making connection etc. as required.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

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

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

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

RUIDP ISOR 2023, 66.4 Providing & Fixing of IP20, 2'x2' LED Surface/ Recessed mounting Mid power SMD type LED Light fixture not less than 50mm housing depth made from CRCA sheet steel housing, high purity / transmisivity UV stabilized Non -yellowish diffuser for uniform light distribution. High efficiency with 4 KV internal/external surge protection BIS certified isolated driver having efficiency > 85% , with Short & Open circuit protection (Integral with light fixture). System lumen efficacy of ≥ 120 lm/Watt ,THD < 10 % , p.f.≥0.95,CRI >80 , life time of minimum 50000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80) certificate / Report from OEM shall be submitted. All as per pre approved by Engineer in- charge. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

Surface Mounting (Ref: 66.4.2)

Minimum lumen output 4200 lm (Ref: 66.4.2.3) Each 8 3391 Three Thousand Three Hundred Ninety One Rupees and No Paise 27128

RUIDP ISOR 2023, 64.12 Providing & Fixing of Heavy duty capacitor start, copper wound Double ball bearing 900/1400 RPM single phase Exhaust fan conforming to IS:2312 ISI marked in existing opening including making connections testing etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

380 mm sweep(900/1400 RPM) (Ref: 64.12.2) Each 6 4361 Four Thousand Three Hundred Sixty One Rupees and No Paise 26166

RUIDP ISOR 2023, 64.11 Providing & Fixing of of Double ball bearing, copper wounded capacitor start single phase metallic blade fresh air fan, in existing opening including cost of hardware , flexible 3 core copper conductor ,making connections, testing etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

225 mm sweep (Ref: 64.11.1) Each 2 1729 One Thousand Seven Hundred Twenty Nine Rupees and No Paise 3458

RUIDP ISOR 2023, 67.12 Providing & Fixing of IK08, IP 66 protected LED Street Light Luminaire on existing bracket/pole. Fixture made of powder coated single piece pressure die cast aluminum material with heat dissipation fins on housing with UV stabilized PC (UV stablization report submitted for UV cover ) /Toughened Glass cover and secondary lens on each LED & should be SMD type of 3 to 5 watt each . The System efficacy >=125 lm/ wt and potted driver & has a unique BIS R number with Input Voltage AC 120 to 270 V AC with High voltage Cutoff @>=300 V AC and Auto resetting Safety , Power Factor >0.95 driver Efficiency >85% ,THD(I) <10% Humidity 10% to 90% RH Working Temp -5C to 45C . driver current <750mA. The luminaire shall be BIS certified and Trade mark certified. Life Expectancy Equal or more than 50000 burning hrs with Minimum 70% lumen maintened , CRI >70 and CCT 5700K +355K. Surge protection shall be min ≥ 4 KV internal and min 10 KV external inside driver compartment. driver should be Phase to phase protection of 440 V for 4 Hrs. Manufactures Word Mark/Name Engraved/Embossing on die cast housing to allow traceability/authenticity. Fixture shall be AS PER IS 10322 Complianced.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

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

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

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

0 to 6 Mtr. (Ref; 43.27.1) Each 3 82215 Eighty Two Thousand Two Hundred Fifteen Rupees and No Paise 246645

RUIDP ISOR 2023, 43.28 Supply, Installation, testing and commissioning of Battery powered Electromagnetic flow meters with GSM/GPRS based with an accuracy of ± 1% of measured value, ingress protection Electronics IP 66 and flow tube IP 68, MOC: lining Neoprene rubber/Hard rubber/PTFE, Flange - SS316/SS304/MS/CS, Electrode - SS 316/Hastalloy, Coil Housing - SS, battery life of min. 5 years, LCD display 5 digit for instantaneous flow and 9 digit for Totalized flow as per technical specifications of following sizes:

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

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

Control Indication Lamp for 24VDC, 220VAC No. 3 Push Button No. 3 Power Wiring+Control Wiring + Control TB/ Fuse 2A,TB etc Lot 1 Panel Hardware, lugs, terminations, ferrules, name plate Etc. Lot 1 UTILITY SOCKET 16A, 3 PIN No. 2 HMI Display 10 Inch, Colour No. 1 Isolators Dual Output, 24VDC Lot 1 Lot 1 867933 Eight Lacs Sixty Seven Thousand Nine Hundred Thirty Three Rupees and No Paise 867933

RUIDP ISOR 2023, 73.41 Providing & fixing Stainless Steel pressure gauge with dial of 150 mm dia size and range 0 to 20 kg/sq.cm with 3 / 8 " BSP bottom entry , Ball valve , SS Syphon tube all fittings etc, duly calibrated before installation in MKS and FPS units, Accuracy Level +/- 1% including Making Drilling in Existing MS Pipe Etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . Each 6 2698 Two Thousand Six Hundred Ninety Eight Rupees and No Paise 16188

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 One Hundred Twenty One Rupees and No Paise 59290

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 One Hundred Eighty Six Rupees and No Paise 368280

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

Sub-Total Part - C- 19 (Electrical, Instrumentation & RTU) CSR + Non CSR Amount : (Rs)

Electrical Works for Sub-Station, Water Suppy- Mahilpur

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 50 2584 Two Thousand Five Hundred Eighty Four Rupees and No Paise 129200

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

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

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

B. LT Cables & Accessories:

34.10 A XLPE INSULATED ARMOURED CABLES (UNDERGROUND):

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

(xxxvii) Overall size 16 sq.mm (4 Core) Armoured (underground) Metre 225 523.9 Five Hundred Twenty Three Rupees and Ninety Paise 117877.5

(xxxi) Overall size 300sq.mm (3.5 Core) Armoured (underground) Metre 40 2613 Two Thousand Six Hundred Thirteen Rupees and No Paise 104520

34.10 B XLPE INSULATED ARMOURED CABLES (LOOSE):

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

(i) Overall size 6sq.mm (2 Core) Armoured (Loose) Metre 40 144.4 One Hundred Forty Four Rupees and Forty Paise 5776

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

(xxxi) Overall size 300sq.mm (3.5 Core) Armoured (Loose) Metre 30 2037.75 Two Thousand Thirty Seven Rupees and Seventy Five Paise 61132.5

34.25 CABLE TRAY:

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

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

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

34.37 DOUBLE WALLED CORRUGATED (DWC) HDPE PIPES:

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

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

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

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

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

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

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

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

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

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

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

34.13 (xiv) Earthing with G.I. wire/ rope in G.I. pipe partly recessed and partly on surface complete with 150cm long 50mm dia. G.I. earth pipe (Cutting threads and 36 Nos. holes, 1cm dia. To make a mesh around the GI Pipe) and with G.I. reducing socket including erection of the same, 10.50 metre (34.44 feet) below ground level with 20Kg. charcoal & salt mixture etc., up to 14 metre in length (including boring & refilling).

(b) Earthing with 7/14 S.W.G. (7/2.18mm dia.) G.I. rope in 20mm dia G.I. pipe with G.I. reducing socket 50mm x 20mm (upto 14 Metre in length) Each 14 5373.75 Five Thousand Three Hundred Seventy Three Rupees and Seventy Five Paise 75232.5

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

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

Add 5.35% on CSR-Punjab-2022 items on account of change in GST rates for work contracts approved under Agenda item no.1 in the meeting of direction committee of Chief Engineers on dates 28-02-2023 and is issued vide memo No.2433-2452 /CSR dated 02-03-2023 Capital Works 'CSR based Electrical, Instrumentation & RTU Items after adding 5.35% (In Rs)

2.Capital Works ' Non-CSR based Items

RUIDP ISOR 2023, 72.4 Supply & Installation of D.P. Structure With AIR BREAK SWITCH having following specifications A, B, C, D, E. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . A) Double pole structure on 2 no ISMB ( I beam ) of size 150 x 75 mm, 10 mtr length using 7 no MS channel each of size 100 mm x 50 mm x 2500 mm complete in all respect with nuts, springs washers, clamps as required. B) Off load type gang operated 3-pole vertical flute type switch suitable for 11KV ; 400A ,3-ø, central post rotating double break isolator complete with MS hardware , copper moving & fixed contact ,assembly of 9 nos pin insulator ,GI pipe of suitable length for operation. C) 3nos Vertical / Horizontal mounted 11kv horn gap fuse set /drop out 11kv barrel fuses mounted on 6no pin insulators D) 3 piece non linear resistor type. lighting arrestor of approved make suitable for 3 wire, 11kv Overhead line with rated voltage of 9kv rms & nominal discharge current rating of 5 ka & complete with galvanized clamping arrangement GI bolts, nuts, washer etc as required. E) 3 no 11kv ACSR conductors mounted on pin type insularors as required. 6.GENERAL:The go shall be operated by hand operated liver properly earthed with provision for locking mounted at 3’ Set 1 104718 104718

RUIDP ISOR 2023, 72.7.1 Incoming Cum Outgoing Panel comprising of Side cable box & Transformer Auxiliary protection and 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 641454 Six Lacs Forty One Thousand Four Hundred Fifty Four Rupees and No Paise 641454

RUIDP ISOR 2023, 72.2 SITC of star rated Aluminium wound distribution Transformer of following rating 11/0.433KV Delta-Star Connected, Vector Group Dyn 11,ONAN Cooled & as per BEE star - 1 & BIS approved as per IS 2026- 1977 & losses as defined as per 2014 (Fourth Revision) Level-1 . including standard accessories like conservator, silica gel breather, radiator, fins, HT cable box & LT cable boxes, temperature rise in winding/oil 35-40 degree C upto 200 KVA & 40-45 degree C for above 200 KVA, ISI marked drain valve, Dial type Temperature gauge, first filling of transformer oil as per IS :335-1953, Epoxy based paint, including carrying of pre-commission Testing & Charging of Transformer complete in all respect . The Transformer shall be subjected to routine factory tests (as per IS:2026 and IS:1180) including testing from CTL of discom before charging of transformer & complete installaion must be certified from Electrical Inspectorate office as per Indian Electricity rule, (CTL testing charges and Electrical Inspection charges shall be reimbursed by the department to the contractor). All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR.

160 KVA (Ref: 72.2.3) Each 1 326895 Three Lacs Twenty Six Thousand Eight Hundred Ninety Five Rupees and No Paise 326895

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 -1 Set Outgoing: a) 160 A TPN MCCB 25 KA with O/L, S/C protection, multi-function meter, indication lamps for R-Y-B, On-Off-Tripcomplete as required - 2 set 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 - 3 set b) 32A TPN MCCB 25 KA - 3 set g) 32A TPN MCB 10 KA - 3 set h) 32A SPN MCB 10 KA - 3 set Each 1 299600 Two Lacs Ninety Nine Thousand Six Hundred Rupees and No Paise 299600

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 130000 One Lacs Thirty Thousand Rupees and No Paise 130000

C. DG Set & AMF Panel:

RUIDP ISOR 2023, 72.31 CPCB-IV complianced DG Sets

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

RUIDP ISOR 2023, 72.29 SITC of PLC Based Auto main failure (AMF) Panel fabricated from CRCA sheet steel 2 mmThick , Powder coated finish , Engine Start & Stop commands, control Relays , Ammeter & Voltmeter with selector switches, Control & 2 nos 4 pole Power Contactors with 2 no. of required size 4 pole MCCB, Timers, Electronic Hooter ,Visual & Alarm indication for faults, UPS, operator interface panel complete in all respect suitable for following capacity DG sets: Appropriate Test Certificate/ report of product/accessories from OEM/Panel Manufecturer shall be submitted. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

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

NS SITC of Single Phase 30A Automatic Changeover Switch between two sources (Main & DG) for Emergency Lighting complete as required. Each 1 7670 Seven Thousand Six Hundred Seventy Rupees and No Paise 7670

RUIDP ISOR 2023, 63.5 Supply & Laying following size earth strip in horizontal or vertical run in surface by means of Earth strip DMC Insulator including riveting/ soldering/ welding, Jointing shall be done by overlapping and with 2 set of Brass (for Cu strip) / GI (for GI Strip) nut bolt & spring washer spaced at 50cm making connection etc. as required.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

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

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

E. Outdoor Lighting:

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

20.0 Mtr Hm (in 2 section) suitable for 12 No. Luminaries (Ref; 67.7.3) Each 2 338738 Three Lacs Thirty Eight Thousand Seven Hundred Thirty Eight Rupees and No Paise 677476

RUIDP ISOR 2023, 67.11 Providing & Fixing of IK08 IP-66 protected high power LED flood light system with single piece Pressure diecast aluminium housing, toughened glass diffuser with suitable lenses on LED to achieve various beam angles, of high power LED of 3 to 5 watt each . Integrated potted driver as a unique BIS R number having efficiency more than 85 % and in compliance to BIS certified and Trade mark certificate. The System level Luminaire efficacy >=125 lm/ wt. LED driver Input Voltage AC 120 to 270 V AC with High voltage Cutoff @>=300 V AC and Auto resetting Safety .Power Factor >0.95 , THD(I) <10% , driver current <=750mA. driver should be Phase to phase protection of 440 V for 4 Hrs. Electrical Connector , Surge Protection Min >=4KV internal and 10KV external but inside driver compartment, System life of 50000 Burning hours with 70% of Initial Lumens maintained, CRI>70 and CCT 5700K ±355K. Manufactures Word Mark/Name Engraved/Embossing/Screen printing on die cast housing to allow traceability/authenticity. Fixture shall be IS 10322 Complianced.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR.

High Power LED Flood Light Minimum lumen output 37500 lm (Ref; 67.11.11) Each 24 21993 Twenty One Thousand Nine Hundred Ninety Three Rupees and No Paise 527832

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

Sub-Total Part - C- 20 (Electrical, Instrumentation & RTU) CSR + Non CSR Amount : (Rs)

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

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 (Electrical, Instrumentation & RTU) CSR + Non CSR Amount : (Rs)

05 years’ Operation and Maintenance

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

(In Rs) (In Rs)

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

2 1st Year. Rs per month. 12 206658.541666667 Twenty Four Lacs Seventy Nine Thousand Nine Hundred Two Rupees and Fifty Paise

3 2nd Year. Rs per month. 12 244436.712297123 Twenty Nine Lacs Thirty Three Thousand Two Hundred Forty Rupees and Fifty Five Paise

4 3rd Year. Rs per month. 12 262769.465719408 Thirty One Lacs Fifty Three Thousand Two Hundred Thirty Three Rupees and Fifty Nine Paise

5 4th Year. Rs per month. 12 282477.175648363 Thirty Three Lacs Eighty Nine Thousand Seven Hundred Twenty Six Rupees and Eleven Paise

6 5th Year. Rs. per month. 12 303662.96382199 Thirty Six Lacs Forty Three Thousand Nine Hundred Fifty Five Rupees and Fifty Seven Paise

Total (PART - D) 05 Years' O&M in Rs. One Crores Fifty Six Lacs Fifty Eight Rupees and Thirty Two Paise