Canal Water Based Water Supply Project for Construction of 5.0 MLD Water Treatment Plant WTP and o

STANDARD BIDDING DOCUMENT FOR PROCUREMENT OF WORKS

Canal Water Based Water Supply Project for Construction of 5.0 MLD Water Treatment Plant (WTP) and other related works including 5 years’ Operation and Maintenance; Repair Works for OHSR- 1.0 LG capacity at Bus Stand (Part-2) at Garhshankar, District Hoshiarpur, Punjab under AMRUT 2.0 Scheme

Town : Garhshankar, District Hoshiarpur, Punjab

Capital cost (Part- A, B & C) Percentage Rate : Rs. 1193.94 Lakh Capital cost (Part- E) Item Rate, 05 Years' O&M (Part- D) Percentage Rate : Rs. 176.09 Lakh

Name of Work: Canal Water Based Water Supply Project for Construction of 5.0 MLD Water Treatment Plant (WTP) and other related works including 05 years’ Operation and Maintenance; Repair Works for OHSR- 1.0 LG capacity at Bus Stand at Garhshankar, District Hoshiarpur, Punjab under AMRUT 2.0 Scheme (Part - 2)

Town : Garhshankar, District Hoshiarpur, Punjab

Name of Bidder:

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

2 05 Years' O&M (Part- D) Percentage Rate : 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 0 %

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

3 Capital cost (Part- E) Item Rate : Repair of OHSR 1.0 LG Capacity at Bus Stand, Garshankar

Total (Part-1 + Part-2 + Part-3): Bid Price

Amount In Words No Rupees and No Paise

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

Canal Water Based Water Supply Project for Construction of 5.0 MLD Water Treatment Plant (WTP) and other related works including 05 years’ Operation and Maintenance; Repair Works for OHSR- 1.0 LG capacity at Bus Stand at Garhshankar, District Hoshiarpur, Punjab under AMRUT 2.0 Scheme (Part - 2) Town name Rampura Phul

Town : Garhshankar, District Hoshiarpur, Punjab District Bathinda

S.no. Description Amt. (Rs.)

(A) Civil works :

1 Canal intake :

i) RCC Valve Chamber at Intake near Canal : 1.80 x 1.80 x 2.20 m 272071.2413730717

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

iii) Raw Water Concrete Channel : 4.0 x 1.8 x 3.2 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 RCC Valve Chamber at Raw water inlet Channel

ii) Valve Chamber-II (1.5 x 1.5 x 2.05 m) 324651.7839269081

4 Raw water S & S tank :

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

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

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

5 Water Treatment Plant

Capacity : 5.0 MLD at Rs.46.1 Lakh / MLD 56196000

6 Mixing Chamber, Valve Chamber & CCT :

i) Chlorine mixing chamber : 2.0 x 1.8 490466

ii) Valve Chamber to CWR : 2.6 x 1.5 1082153

iii) Chlorine Contact Tank with Compartment (02 No's): 6.0 x 2.8 2769967.14406975

7 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) Raw Water, Clear Water Sump & Pumping Station

iii) Panel Room cum Operator Room 636909

8 Clear Water Rising Main (CW-RM) WTP To OHSRs (DI S & S IS ; 8329 DI K-9) 65457935.57131906

9 Road Works for CW-RM

10 Canal Crossing with Truss Support Arrangements 995517.9976517707

11 Distribution line within WTP premises 363965.02178769605

12 Boundary wall with Barbed wire fencing 3990688

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

(D) 05 years' O&M Charges

(E) Repair of OHSR 1.0 LG Capacity at Bus Stand, Garshankar :

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 0.05 1.7545397696858362

2 Price Escalation = 3.75 % of Capital Cost (@ 7.50 % per annum and average 3.75% per year) 0.0375 44.91016386924495

3 Contingencies = 1 % of Capital Cost 0.05 11.976043698465318

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 Mandi Board Road Restoration Works 2

6 B & R Road Restoration Works 2

7 Electrical connections charges :

Sub-Station 12.8215

Shifting of Utilities (Optical Fibre Cable, PSPCL, etc.) 10

Sub Total (A) Provisional Sum

8 (B) PWSSB Charges and Cess :

9 Contingencies Charges on work @ 1% (To be paid on actual limited to maximum @ 1% of Capital cost) 11.976043698465318

10 PWSSB (Admin) Charges @ 6 % on Capital Cost 71.85626219079191

11 Third Party Inspection Charges @ 0.92% 11.017960202588092

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 10.140000000000004 83

Extra depth excavation :

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

Extra depth excavation : > 1.50 m.

6.19 Excavation in Soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting,trimming bottom and side slopes,in accordance with requirements of lines,grades and cross sections with all lifts and lead up to 60 m. cum 4.74 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 4.74 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 4.74 30.794600000000003

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

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

10.13 Cement concrete 1:2:4

a With stone ballast or shingle

ii mixing by mechanical means using concrete mixer volumetric type. cum 0.6760000000000003 4670

10.17 Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in foundation and plinth. cum 5.018865844472542 5698

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or Battering.) sqm 1.9200000000000004 210

C / shuttering :

9.2 Centering and shuttering for faces of walls,partitions,retaining walls and the like (vertical or battering) including attached pilasters,buttertsses etc. sqm 30.400000000000006 405

C / shuttering :

9.8 Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. sqm 4.69862833058846 532

18.18 Cold twisted deformed (Ribbed/Tor Steel Bars) Fe 500 grade as per IS 1786-2008 for RCC works,where not including in the complete rate of RCC including bending and placing in position complete. Qtl 4.088692675578034 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 manufacturers permanent identification mark to be visible even after fixing, including fixing in manholes with 230 x 150 x 75 cm. cement concrete block 1:2:4 (1 cement : 2 sand : 4 stone aggregate) complete as per design. each 10 209

RCC Manhole cover with frame :

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

A RCC Man hole cover with frame

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

ii Heavy duty Each 1 1942

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

B Class PN-1.6 as per ISI

(f) 300 mm i/d Sluice Valves flanged Each 1 27999.03

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 43 26.219683840000002

Carriage of Materials :

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

Capital Works ' CSR based Items (In Rs)

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

Sub-Total Part - A (1) (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 4.402293631999999 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 17.609174527999997 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 25.91999999999999 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 29.375999999999987 34

4.1 ( A) Rate for loading in to wagons,trucks or boats within 15 meters lead. cum 29.375999999999987 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 28.35 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 1.7279999999999995 4670

10.17 Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in foundation and plinth. cum 17.193749999999994 5698

10.5 Extra for using admixture in designed mix concrete. kg 102.30281249999997 60

Shuttering : (Raft foundation)

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering.) sqm 5.099999999999999 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 35.839999999999996 405

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

0.0 Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. sqm 6.3 532

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 11.217599999999997 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 32 209

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 theapproval of Engineer in charge).

B Class PN-1.6 as per ISI

(f) 300 mm i/d Sluice Valves flanged Each 1 27999.03

MS Railing for Operation platform Bar screen :

18.3 Providing and fixing stair case railing made out of M.S. Square bars 20x20m as vertical cost 0.70 metre high fixed with M.S. Base plate of 40mx40mmx6mm and flat iron 40mmx6mm as hand rail complete in all respects. m 4.8 908

RCC Manhole cover with frame :

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

A RCC Man hole cover with frame

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

ii Heavy duty Each 2 1942

Diff. Rates of materials :

Extra rate for OPC (Ordinary Portland Cement) Bags 144 26.219683840000002

Carriage of materials :

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

Capital Works ' CSR based Items (In Rs)

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

CSR Amount after adding 5.35% : (Rs)

Capital Works (Part - A) " Civil "

Sub-Total Part - A (1) (iii): CSR items 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 18 169.03

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 71.15262720000003 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 : upto 300 mm.i/d. Kg 2858.5699999999997 174.8

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

B Class PN-1.6 as per ISI :

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)

Fire Hydrants :

28.28 Providing & fixing Fire hydrants with jointing including all carriages complete.(without Fire Hydrant surface box) Size : 80 mm. complete in all respect.

(b) C.I.Fire Hydrants S.V.Type IS-909 Each 2 11887.03

(c) C.I.Fire Hydrants Stand Post Type IS-908 Each 2 10621.62

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.)

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 295 68.32

C.I.Indicating Plates :

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

Masonary Sluice Valve Chamber :

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

a Size 0.6 x 0.6 mtr Each 2 5305.96

b Size 0.9 x 0.9 mtr Each 1 7828.67

Difference in Rates of materials for valve chambers :

Coarse sand : Cum 0.87 -143.79679999999985

Extra rate for OPC (Ordinary Portland Cement) Bags 9.07 26.219683840000002

Carriage of Materials :

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

Bajri : Cum 1.22 538.21

Coarse sand : Cum 0.87 342.1325

Fine Sand from 45 Km. Cum 0.48 308.5773

CSR Based item Construction of Thrust Block for pipeline using Reinforced Cement Concrete (RCC) M-20 grade, including supply, cutting, bending, placing and tying of Cold Twisted Deformed (CTD) / Ribbed / Tor Steel Bars of Fe-500 grade conforming to IS 1786:2008; shuttering, formwork, mixing, laying, compacting, curing, and all incidental works required for proper completion of the structure. The work shall be executed complete in all respects as per approved drawings, relevant specifications, and directions of the Engineer-in-Charge (EIC). Each 2 6531.280000000001

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

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

Capital Works (Part - A) " Civil "

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

RCC Valve Chamber - 1 at Raw water inlet Channel

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

1. Capital Works CSR based Items

Earthwork in excavation :

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

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

i All classes of soil except rocky cum 8.75 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 0.625 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 4.04346584447254 5698

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or Battering.) sqm 1.8399999999999999 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 23.799999999999997 405

C / shuttering :

9.8 Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. sqm 3.468628330588459 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 3.2611726755780324 6497

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 theapproval of Engineer in charge).

B Class PN-1.6 as per ISI

(f) 300 mm i/d Sluice Valves flanged Each 1 27999.03

PVC Foot Steps :

29.35 Providing orange colour safety footrest of minimum 6 mm. thick plastic encapsulated as per IS : 10910 on 12 mm. dia.steel bar conforming to IS : 1786 having minimum cross section as 23 mm. x 25 mm. and over all minimum length 263 mm. and width as 165 mm.with minimum 112 mm.space between protured legs having 2 mm.tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm.as per stanard drawing and suitable to withstand the bend rest and chemical resistance test asper specifications and having manufactureers permanent identification mark to be visible even after fixing ,including fixing in manholes with 230 x 150 x 75 cm. cement concrete block 1:2:4 (1 cement : 2 sand : 4 stone aggregate) complete as per design. each 10 209

RCC Manhole cover with frame :

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

from Mirthal 270 km.

from Lohand Khad 283 km.

Extra rate for OPC Cement Bags 35 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 270 km.

from Lohand Khad 283 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) (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 8.75 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 0.625 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 4.04346584447254 5698

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or Battering.) sqm 1.8399999999999999 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 23.799999999999997 405

C / shuttering :

9.8 Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. sqm 3.468628330588459 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 3.2611726755780324 6497

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 theapproval of Engineer in charge).

B Class PN-1.6 as per ISI

(f) 300 mm i/d Sluice Valves flanged Each 1 27999.03

PVC Foot Steps :

29.35 Providing orange colour safety footrest of minimum 6 mm. thick plastic encapsulated as per IS : 10910 on 12 mm. dia.steel bar conforming to IS : 1786 having minimum cross section as 23 mm. x 25 mm. and over all minimum length 263 mm. and width as 165 mm.with minimum 112 mm.space between protured legs having 2 mm.tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm.as per stanard drawing and suitable to withstand the bend rest and chemical resistance test asper specifications and having manufactureers permanent identification mark to be visible even after fixing ,including fixing in manholes with 230 x 150 x 75 cm. cement concrete block 1:2:4 (1 cement : 2 sand : 4 stone aggregate) complete as per design. each 10 209

RCC Manhole cover with frame :

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

from Mirthal 270 km.

from Lohand Khad 283 km.

Extra rate for OPC Cement Bags 35 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 270 km.

from Lohand Khad 283 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) (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 88.30500000000002 83

10.13 Cement concrete 1:2:4

a With stone ballast or shingle

ii mixing by mechanical means using concrete mixer volumetric type cum 5.887000000000001 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 54.248799999999996 5698

Shuttering : ( Raft foundation)

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering.) sqm 25.110000000000003 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 308.18000000000006 405

C /shuttering : (slab)

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

Pre Cast Slab Cover :

AOR Providing & Laying of Pre Cast Slab Cover of R.c.c M-30 complete in all respect and as per direction of Engineer in- Charge sqm 10.959999999999999 2667

18.18 Cold twisted deformed (Ribbed/Tor Steel Bars) Fe 500 grade as per IS 1786-2008 for RCC works,where not including in the complete rate of RCC including bending and placing in position complete. Qtl 42.470839999999995 6497

Safety foot rest :

29.35 Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230 x150 x75 cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design. Each 10 209

MS Railing for Operation platform Bar screen :

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

Extra rate for OPC Bags 456 26.219683840000002

Carriage of materials :

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

Capital Works ' CSR based Items (In Rs)

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

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

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 4448.925 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 6942.487499999999 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 6942.487499999999 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 463.387125 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 1719.7376788695656 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 55.91395 5833

10.5 Extra for using admixture in designed mix concrete. kg 10766.654584273916 60

Shuttering : ( Raft foundation - S & S tank)

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering.) sqm 82.28000000000002 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 2332.5 405

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 1606.8756421699018 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 128 209

RAMP CONSTRUCTION :

C / Shuttering : (Columns - Ramp)

9.4 Centering and shuttering for columns ( Square or rectangular or poly gonal in plan) sqm 45.00173913043478 477

C / Shuttering : (Beam)

9.6 Centering and shuttering for sides and soffits of beam,beams,launching girders,bressumers,lintels. sqm 32.0632 380

C / Shuttering : (Slab - Ramp)

9.8 Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. sqm 242.88000000000002 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 16945.334009795657 26.219683840000002

Carriage of Materials :

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

Capital Works ' CSR based Items (In Rs)

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

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

Supporting RCC Column 300mm dia for Solar Panel

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

1. Capital Works CSR based Items

10.17 Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in foundation and plinth. cum 29.970793915246627 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 239.76635132197302 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 52.44888935168159 6497

Diff.rates of materials :

Extra rate for OPC Bags 403.8564480079483 26.219683840000002

Carriage of materials :

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

Capital Works ' CSR based Items (In Rs)

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

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

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

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

Water Treatment Plant 5.0 MLD Capacity

1 13.2.1 PHED, Raj. BSR (2023-24) Design, construction, testing and commissioning of Rapid Gravity Filter Treatment Plant including all relevant Civil, Electrical, Mechanical, Instrumentation, automization and SCADA works, Chemical Building and Stores along with ancillary civil works as defined in Scope of work, Technical Specification and provisions of CPHEEO Manuals for the 2 MLD capacity (22 Hrs @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 5 4610000

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

CWR- Mixing Chamber

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

1. Capital Works CSR based Items

Excavation : (Mech.)

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

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

i All classes of soil except rocky cum 19.425000000000004 83

Extra depth excavation :

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

6.19 Excavation in Soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting,trimming bottom and side slopes,in accordance with requirements of lines,grades and cross sections with all lifts and lead up to 30 m. cum 28.490000000000002 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 28.490000000000002 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 1.2240000000000002 4670

10.17 Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in foundation and plinth. cum 13.298575222039233 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 4.2 210

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 70.39999999999999 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 5.75 532

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 18.865134162762107 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 36 209

RCC Manhole cover with frame :

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

A RCC Man hole cover with frame

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

ii Heavy duty Each 1 1942

Prepartion of Concrete surface :

16.65 Prepartion of plastered or concrete surface for painting ( including sand papering the surface),using ready mixed cement based wall putty by applying two or more coats to get required fnish. sqm 115.41399999999999 80

Cement Primer :

16.31 Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surface. sqm 115.41399999999999 21

Difference in rates of materials :

Carriage of materials :

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

Capital Works ' CSR based Items (In Rs)

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

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

2. Capital Works ' NON CSR based Items

Providing and Applying Food grade Epoxy based water proof coat :

Telengana CSR 2023 - 24 Buildings ( Part -III ) Sl.no.886 / TBSC - Q -VII -12 Providing and applying food grade Epoxy based water proof coat over existing RCC / Concrete flooring surfaces in three - part applications,containg low solvent - coloured,epoxy resin - based coating with lowVOC properties,specially formulated for food grade application for portable water storage tanks in ambient temperatures. kg 86.56049999999999 332

Capital Works Non CSR based Items (In Rs)

Capital Works (Part - A) " Civil "

CSR based amount after adding 5.35% (In Rs)

Non - CSR based amount (In Rs)

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

Inlet Valve Chamber to CWR

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

1. Capital Works CSR based Items

Earthwork in excavation : (Mechanically)

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

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

i All classes of soil except rocky cum 14.430000000000001 83

Extra depth excavation :

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

6.19 Excavation in Soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting,trimming bottom and side slopes,in accordance with requirements of lines,grades and cross sections with all lifts and lead up to 30 m. cum 20.202 34

Loading by Mechanical means :

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

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

Carriage of Earth : ( Balance earth Qty)

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

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

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

10.13 Cement concrete 1:2:4

a With stone ballast or shingle

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

10.17 Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS :1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in foundation and plinth. cum 8.10461240991471 5698

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

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering.) sqm 2.12 210

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 71.10000000000001 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 4.862767445948825 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 26 209

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 2667

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)

(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 :

Extra rate for OPC Bags 68 26.219683840000002

Carriage of materials :

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

Capital Works ' CSR based Items (In Rs)

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

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

Chlorine Contact Tank

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

1. Capital Works CSR based Items

Earthwork excavation :

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

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

i All classes of soil except rocky cum 73.2234375 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 109.83515625000001 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 109.83515625000001 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 4.5145625 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 65.89771875000001 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 33.5041875 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 384.44000000000005 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. sqm 24.73375 446

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 81.98865375 6497

Pre Cast Slab Cover over Chamber :

AOR Providing & Laying of Pre Cast Slab Cover of R.c.c M-30 complete in all respect and as per direction of Engineer in- Charge Sqm 33.599999999999994 2667

Prepartion of Concrete surface :

16.65 Prepartion of plastered or concrete surface for painting ( including sand papering the surface),using ready mixed cement based wall putty by applying two or more coats to get required fnish. sqm 366.2735 80

Cement Primer :

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

Diff.rates of materials :

Carriage of materials :

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

Capital Works ' CSR based Items (In Rs)

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

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

2. Capital Works ' NON CSR based Items

Providing and Applying Food grade Epoxy based water proof coat :

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

Capital Works Non CSR based Items (In Rs)

Capital Works (Part - A) " Civil "

CSR based amount after adding 5.35% (In Rs)

Non - CSR based amount (In Rs)

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

Clear Water Reservoir

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 596.7000000000002 83

Extra depth excavation :

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

Excavation in Soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting,trimming bottom and side slopes,in accordance with requirements of lines,grades and cross sections with all lifts and lead up to 30 m. cum 914.94 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 914.94 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 57.834 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 292.46323332698216 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 Chowkhats :

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 58 908

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 367.1601386248054 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 737.48 405

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

9.6 Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels. sqm 21.824999999999996 380

Extra rate for OPC Bags 3112.4129216608503 26.219683840000002

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

Fine Sand from 45 Km. Cum 1.0869712 308.5773

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 254.39999999999995 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 30 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 473.66249999999997 332

Capital Works Non CSR based Items (In Rs)

Capital Works (Part - A) " Civil "

CSR based amount after adding 5.35% (In Rs)

Non - CSR based amount (In Rs)

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

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 159.27224999999996 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 699.7397499999996 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 699.7397499999996 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 15.049199999999997 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 109.97489999999998 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 30.431624999999997 5408

10.5 Extra for using admixture in designed mix concrete. kg 654.35 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 130.37620049999998 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 741.2839999999999 405

9.8 Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. sqm 117.18299999999999 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 170 209

Pre Cast Slab Cover :

CSR Based AOR Providing & Laying of Pre Cast Slab for Chamber complete in all respect and as per direction of Engineer in- Charge. Sqm 6.33 2667

RCC Manhole cover with frame :

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

A RCC Man hole cover with frame

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

ii Heavy duty Each 2 1942

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 4.45592 6158

11.5 First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. cum 10.200385 5013

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

11.4 (i) First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level. cum 35.614858688 5071

0.0 12.5 mm thick cement plaster 1:4 Sqm 340.080659344 260

White washing :

0.0 White washing (three coat) sqm 340.080659344 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 170.040329672 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 170.040329672 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 30.58 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 4 84

40 mm.Thick Grey Polished Floor :

14.4 50 mm thick ironite ( Metallic Floor Hardner to be mixed with Granolithic topping for heavy duty floors) floor consisiting of 40mm thick cement concrete 1:2:4 base and top layer 10mm thick laid with one part of ironite and grey cement mixed together in the ratio of 1:4 by weight to two parts of hard granite chippings 6mm gauge by volume finished smooth with hard rubbing sqm 58.353 472

Plinth Protection

14.1 Conglomerate floor 50mm thick cement concrete 1:2:4 on 100mm thick cement concrete 1:8:16 with stone aggregate 40 mm guage and 100mm sand filling using mechanical mixer for mixing of material SqM 39.3 749

Rolling Shutter :

18.11 (a) Supplying and fixing rolling shutters of approved make,made of 80 mm.x 1.25 mm. M.S.Laths.interlocked together through their entire length and jointed together at the end, by end locks, mounted on specially designed pipe shaft with brackets, side guides, 27.5 cm.long wire spring grade No.2 and arrangement for inside and outside locking with push and pull operation complete including top cover 0.80 mm.thick ( payment is to be made for the exact size of opening where rolling shutter is to be fixed). sqm 7.5 2797

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 48.781200000000005 352

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

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 25.91 368

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

Glass Panes for Fixed Glass Windows

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

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

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

Diff. rates of materials :

Coarse sand : Cum 88.67 -143.79679999999985

Extra rate for OPC Bags 1333.93 26.219683840000002

Carriage of Materials :

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

Coarse sand : Cum 88.67 342.1325

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 529.779 332

Capital Works Non CSR based Items (In Rs)

Capital Works (Part - A) " Civil "

CSR based amount after adding 5.35% (In Rs)

Non - CSR based amount (In Rs)

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

Constrcution of Panel Room cum Operator Room

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

1. Capital Works CSR based Items

6.19 Excavation in Soil ( any type) using hydraulic Excavator CK 90 with hydraulic excavator of 0.90 cum bucket capacity,including,cutting,trimming bottom and side slopes,in accordance with requirements of lines,grades and cross sections,including all lifts and combined lead up to 30 m. cum 19.37486 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 7.88654 4670

10.27 Damp proof course 4cm thick of cement concrete 1:2:4 with water proofing compound as per manufactures guidelines. SqM 5.3337 244

11.5 First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. cum 6.2670975 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 19.637400000000003 5071

0.0 12.5 mm thick cement plaster 1:4 SqM 185.52 189

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 13.830591 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 59.56 472

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 59.56 706

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 37.78 65

Rain water pipe :

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

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

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

B UPVC Pipe 10 Kgf/cm2

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

(a) UPVC 110 mm bend each 2 135

Upvc Coupling/socket :

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

(a) UPVC 110 mm bend each 2 84

17.45 (a) Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate z sections and other sections conforming to Is: 733 and IS : 1285 of Jindal, Hindalco, Mahavir or equivalent make approved by Engineer in Charge , fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC Plug/neoprene felt etc. aluminum sections shall be smooth, rust free, straight, mitered and jointed mechanically wherever required including cleat angle, aluminum snap beading for glazing/paneling, C.P.brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer-In Charge. (Glazing and paneling to be paid for separately) : For fixed portion and chawkhats 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 22.74 368

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 11.0644728 6497

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam ( vertical or battering ) sqm 10.6674 210

9.8 Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc sqm 76.65859999999999 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 185.52 75

Diff.in Rates of materials :

Coarse sand : Cum 12.43 -143.79679999999985

Extra rate for OPC Bags 168.89000000000001 26.219683840000002

Carriage of Materials :

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

Bajri : Cum 19.33 538.21

Coarse sand : Cum 12.43 342.1325

Fine Sand from 45 Km. Cum 3.7855392 308.5773

Capital Works ' CSR based Items (In Rs)

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

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

Clear Water Rising Main Pipeline

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

1. Capital Works CSR based Items

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

(a) Earthwork upto 1.50 mt.Depth.

i All classes of soil except rocky Cum 499 169.03

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 1997.2735616000004 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-K9

Pipe lines laid complete.

(b) 100 (Scouring purpose) Mtr. 25 1790.03

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 4644.51 115.81

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 :

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 198 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 6 239.39

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 5 5305.96

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

b Size 0.9 x 0.9 mtr Each 6 7828.67

SV :above 150 mm.dia.

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

B Class PN-1.6 as per ISI

Sluice Valves flanged.(mm.i/d)

Difference in Rates of materials for valve chambers :

From Mirthal 118 km

Coarse sand : Cum 5.12 -143.79679999999985

From Lohand Khad 53 km

From Hoshiarpur

Extra rate for OPC (Ordinary Portland Cement) Bags 61.09 26.219683840000002

Carriage of Materials :

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

Bajri : Cum 8.1 538.21

From Mirthal 118 km

Coarse sand : Cum 5.12 342.1325

From Lohand Khad 53 km

Fine Sand from 45 Km. Cum 1.9100000000000001 308.5773

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 6 6957

Capital Works ' CSR based Items (In Rs)

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

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

2. Capital Works ' NON CSR based Items

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

6.6.1 Class PN 1.0

Capital Works Non CSR based Items (In Rs)

Capital Works (Part - A) " Civil "

CSR based amount after adding 5.35% (In Rs)

Non - CSR based amount (In Rs)

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

Road Works for Clear Water Rising Main (CW-RM)

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

1. Capital Works CSR based Items

Dismantling of Road Works

Flexible pavements :

24.3 (a) Dismantling of flexible pavements thickness above 50 mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials seperately as per technical clause 202 of MORT& H specifications. Cum 402.25 292

8.6 (a) Lime concrete,cement concrete 1:6:12 or leaner mix. Cum 139 412

8.43 Taking out existing CC interlocking paver blocks from footpath/ central verge/pavement,including removal of rubbish etc., disposal of unserviceable material to the dumping ground,for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. Sqmt 1394 107

Restoration of Road Works

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

10.7 Cement concrete 1:8:16

b With stone aggregates 20 mm gauge

ii mixing by mechanical means using concrete mixer volumetric type.

At Through Rate : 40% cum 62.28 3139

Through Rate without stone aggregates cost: 60% cum 93.41999999999999 2399.8165939046003

CSR based Item Providing and filling coarse sand grading as per specifications or coarse grade around the various sizes of G.I.pipes in exteranal work. cum 43.6 890.8185990799998

28.48 Providing and filling fine sand grading as per specifications or coarse grade around the various sizes of G.I.pipes in exteranal work. cum 22.886499999999998 652.9

Carriage of materials :

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

Carriage of material : (For CC.1:2:4 & 1:8:16)

From Mirthal 118 km Cum 62.28 538.21

From Lohand Khad 53 km Cum 43.6 342.1325

Fine Sand from 45 Km. Cum 100.73649999999999 308.5773

CSR Ref. Difference in rates of materials :

i) Coarse sand Cum 43.6 -143.79679999999985

iii) Extra rate for OPC (Ordinary Portland Cement) Bag 280 26.219683840000002

Interlock Paver Block :

14.138 Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-35 grade manufactured by block making machine equipped with steel mmould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63-2014 and of approved size and design / shape laid in Ordinary Grey Colour and patteren over and including 40 mm thick compacted bed of coarse sand,filling the joints with fine sand etc. all complete as per directions of Engineer-in-charge.

At Through Rate : 30% Sqm 467.09999999999997 676

At Labour Rate : 70% Sqm 1089.8999999999999 134

Compacting Original Ground below embankment :

24.4 (b) Loosening,leveling and compacting original ground below embankment to facilitate placement of first layer of embankment,scarified to a depth of 150 mm,mixed with water at OMC and then compacted by rolling so as to achive minimum dry density as given in Table 300-2 for embankment construction as per technical clause 305 of MORT & H specifications. Cum 268 28

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

At Through Rate : 40% Cum 53.7 1475.88

At Labour Rate : 60% Cum 80.55 460.13

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

At Through Rate : 40% Cum 53.7 1482.69

At Labour Rate : 60% Cum 80.55 460.13

Carriage of materials :

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

Carriage of stone aggregate : (For WBM)

From Mirthal 118 km Cum 142.842 233.0888

CSR ref. Less for difference in rates of materials :

For stone metal :

24.15 Providing and applying primer coat with bitumen emulsion SS on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm complete as per technical clause 502 of MORT&H specifications. Sqm 3579 32.11

24.16 (b) Providing and applying Tack coat with penetration grade bitumen VG -10 using bitumen pressure distributor at the rate of 0.40 kg/sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications. Sqm 3579 15.18

Surface dressing :

24.24 Providing and laying surface dressing in single coat using crushed stone aggregates of specified size on a layer of bituminous binder VG-10 @ 1 kg per sqm laid on prepared surface after cleaning the road surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 510 of MORTH & H specifications. Sqm 3579 58.95

Open graded pre mix surface :

24.25 (b) Providing, laying and compaction of open - graded premix surfacing of 20 mm thickness consisting of crushed stone aggregates of specified grading premixed in a Continuous type hot mix plant with bituminous binder VG-30 @ 1.46 kg per sqm, and laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT&H specifications. Sqm 3579 98.53

Seal coat type B :

24.28 (d) Providing and laying of premix sand seal coat premixed in Continous type hot mix plant using specified fine aggregates and penetration grade bitumen VG-30 @ 0.68 kg/sqm laid to the specified levels ,grade and cross fall complete as per technical clause 511 of MORT& H specifications. Sqm 3579 39.17

Carriage of materials :

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

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

From Mirthal 118 km Cum 127.773 538.21

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

From Khera Kamlout, Majari (Ropar) 27 km Cum 46.173 233.0888

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

From Lohand Khad 53 km Cum 21.474 342.1325

CSR Ref. Less for difference in rates of materials :

For stone metal

iii) Coarse Sand Cum 21.474 -143.79679999999985

Carriage of materials :

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

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

Capital Works ' CSR based Items (In Rs)

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

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

Canal Crossing with Truss Support Arrangements

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

1. Capital Works CSR based Items

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 the cost 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

Additional Hosting charges

AOR from CSR (Ref: 18.3 (b)) 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

Spacing @ 1.5 Mtrs.

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

Coarse sand : Cum 5.14495 342.1325

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

Pipeline works at WTP Premises

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

1. Capital Works CSR based Items

Excavation : ( Manually)

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

(a) Earthwork upto 1.50 mt.Depth.

i All classes of soil except rocky Cum 292.05120000000005 169.03

Excavation : (Mech.)

28.2 Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect.

(a) Earthwork upto 1.50 mt.Depth.

i All classes of soil except rocky Cum 292.05120000000005 99.1

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

A DI pipe as per IS 8329 DI-K7

Pipe lines laid complete.

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

B uPVC Pipe 6 kgf /cm2

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

a DI Specials : Up to 300 mm.i/d. Kg 45.479421897936284 115.81

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

B Class PN-1.6 as per ISI

(b ) Sluice Valves flanged.(100 mm.i/d) Each 3 6111.01

Jointing of DI pipes : ( for specials)

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

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

CI Surface Boxes :

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

C.I.Indicating Plates :

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

Valve chambers :

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

a Size 0.6 x 0.6 m. Each 3 5305.96

Diff.rates of materials :

From Mirthal 118 Km

Coarse sand : Cum 0.77 -143.79679999999985

From Lohand Khad 53 Km

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

Bajri : Cum 1.04 538.21

Coarse sand : Cum 0.77 342.1325

Fine Sand from 45 Km. Cum 0.41 308.5773

Bailing out of water :

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

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

Capital Works ' CSR based Items (In Rs)

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

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

Boundary wall at WTP

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

1. Capital Works CSR based Items

6.19 Excavation in Soil ( any type) using hydraulic Excavator CK 90 with hydraulic excavator of 0.90 cum bucket capacity,including,cutting,trimming bottom and side slopes,in accordance with requirements of lines,grades and cross sections,including all lifts and combined lead up to 30 m. cum 273.59999999999997 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 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 131.21273333333335 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 111.66 6497

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam ( vertical or battering ) sqm 121.60000000000002 210

C / shuttering : ( Columns)

9.4 Centering and Shuttering for columns ( square or rectangular or poly gonal in plan) sqm 387.59999999999997 477

C / shuttering : ( Beams)

9.6 Centering and Shuttering for columns ( square or rectangular or poly gonal in plan) sqm 705.8399999999999 380

115 mm.thk.BBM :

11.36 115 mm. thick brick wall in cement sand mortar 1:4 without reinforcement in superstructure. sqm 622.8 640

CP 20 mm.thk. :

15.2 20 mm.thick cement plaster 1;4 in two coat work sqm 1245.6 260

0.0 White washing ( Three coat) sqm 1245.6 15

Dry distemper :

0.9 Distempering with dry distemper of approved manufacture two or more coats over one priming coat to give an even shade sqm 1245.6 63

Sliding Shutters :

0.9 Providing and fixing G.I. Sheet 0.80mm thick sliding shutters with 40mmx40mmx6mm angle iron frame with diagonal braces 3.15mm gusset plates at the junctions, hooks at top and 25mm dia pulleys at bottom and 40mmx40mmx25mm dia pulleys at bottom and 40mx40mmx6mm angle iron top and bottom guides including locking arrangement with handles etc. complete. sqm 12.3 4118.4

Diff.in Rates of materials :

Extra rate for OPC (Ordinary Portland Cement) Bags 1443.3700000000001 26.219683840000002

Carriage of Materials :

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

Bajri : Cum 128.63 538.21

Coarse sand : Cum 112.67 342.1325

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 520 276

Capital Works Non CSR based Items (In Rs)

Capital Works (Part - A) " Civil "

CSR based amount after adding 5.35% (In Rs)

Non - CSR based amount (In Rs)

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

MECHANICAL WORKS

Intake Raw Water

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:

SS Manual Coarse Bar Screen ( 1.8 X 4.0 ) 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 329786.451 Three Lacs Twenty Nine Thousand Seven Hundred Eighty Six Rupees and Forty Five Paise

Sub-Total Part - B (14) : NON CSR Amount after adding 5.35% in Rs.

Raw 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:

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 190 Cum/hr and head 19 mtr Each 2 572532.12 Five Lacs Seventy Two Thousand Five Hundred Thirty Two Rupees and Twelve Paise

DI flanged Pipe

RUIDP 2023,19.1 Providing, lowering, laying in trenches, aligning, fixing in position and double flanged (welded) centrifugally (spun) Ductile iron ISI marked K-9 grade pipes as per IS:8329-2000 (amended upto date), (including jointing and jointing material) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer. Note : E/w to be measured and paid separately.

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

3 250mm dia DI K-9 grade flanged pipe conforming to I.S. 8329 Mtr 50 6580 Six Thousand Five Hundred Eighty Rupees and No Paise

4 300mm dia DI K-9 grade flanged pipe conforming to I.S. 8329 Mtr 20 6580 Six Thousand Five Hundred Eighty Rupees and No Paise

Dismantling joint

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

5 250 mm dia Each 2 9380 Nine Thousand Three Hundred Eighty Rupees and No Paise

6 300 mm dia Each 1 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 coat of synthetic paint and as per the direction of the Engineer.

7 5 MT Capacity (Span 7 M and Lift 6 M) Each 1 689700 Six Lacs Eighty Nine Thousand Seven 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.

8 250 mm dia Each 4 13700 Thirteen Thousand Seven Hundred Rupees and No Paise

9 300 mm dia Each 2 17400 Seventeen 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 1.6

10 300 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

11 200 mm dia Each 2 122700 One Lacs Twenty Two Thousand Seven Hundred Rupees and No Paise

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

12 Floating suction assly.(Floating arms) Dia- 250 mm, Metarial SS 304 Each 2 1042389 Ten Lacs Forty Two Thousand Three Hundred Eighty Nine 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.

13 200 mm dia PN 16 Each 2 12512 Twelve Thousand Five Hundred Twelve 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 884 115.81 One Hundred Fifteen Rupees and Eighty One Paise

Non Return Valve

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

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

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

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

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

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

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

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

5 e 40 mm i/d Mtr 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)

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

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)

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

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

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 175 Cum/hr and head 52 mtr Each 2 838513.44 Eight Lacs Thirty Eight Thousand Five Hundred Thirteen Rupees and Forty Four Paise

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 20 8120 Eight Thousand One Hundred Twenty Rupees and No Paise

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

Dismantling joint

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

4 300 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 5 MT Capacity (Span 7 M and Lift 6 M) Each 1 689700 Six Lacs Eighty Nine Thousand Seven Hundred Rupees and No Paise

Motorized Sluice Valve :

RUIDP 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

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

Rubber expansion bellows

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

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

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

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, transportation etc. Complete.

10 25. sl no -1 300mm (15 kgs/cm2) Nos 1 101843 One Lacs One Thousand Eight Hundred Forty Three 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 676 115.81 One Hundred Fifteen Rupees and Eighty One Paise

Non Return Valve

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

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

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

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

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

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

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

4 e 40 mm i/d Mtr 30 543.3348000000001 Five Hundred Forty Three Rupees and Thirty Three Paise

CSR ITEMS AMOUNT (RS)

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

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

Sluice gate for 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 5.0 MLD Nos 2 110600 One Lacs Ten Thousand Six Hundred Rupees and No Paise

Sub-Total Part - B (18) Non CSR ITEMS in lakhs

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

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

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

1. Capital Works ' CSR based Items

A. LT Cables & Accessories:

34.10 A XLPE INSULATED ARMOURED CABLES (UNDERGROUND):

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

(ii) Overall size 10 sq.mm (2 Core) Armoured (underground) Metre 90 468 Four Hundred Sixty Eight Rupees and No Paise 42120

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

(xxx) Overall size 240 sq.mm (3.5 Core) Armoured (underground) Metre 140 1968.6 One Thousand Nine Hundred Sixty Eight Rupees and Sixty Paise 275604

34.10 B XLPE INSULATED ARMOURED CABLES (LOOSE):

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

(ii) Overall size 10sq.mm (2 Core) Armoured (Loose) Metre 55 167.2 One Hundred Sixty Seven Rupees and Twenty Paise 9196

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

(xiii) Overall size 50sq.mm (3 Core) Armoured (Loose) Metre 80 374.3 Three Hundred Seventy Four Rupees and Thirty Paise 29944

(xxiv) Overall size 50sq.mm (3.5 Core) Armoured (Loose) Metre 30 429.4 Four Hundred Twenty Nine Rupees and Forty Paise 12882

(xxx) Overall size 240sq.mm (3.5 Core) Armoured (Loose) Metre 60 1682.85 One Thousand Six Hundred Eighty Two Rupees and Eighty Five Paise 100971

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

34.25 CABLE TRAY:

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

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

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

34.37 DOUBLE WALLED CORRUGATED (DWC) HDPE PIPES:

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

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

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

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

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

(i) Brass Gland for Aluminium cable 2/3 core size 2.5 sq. mm Each 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

(vii) Brass Gland for Aluminium cable 3/3.5/4 core size 50 sq. mm Each 8 170.4 One Hundred Seventy Rupees and Forty Paise 1363.2

(xii) Brass Gland for Aluminium cable 3/3.5/4 core size 240 sq. mm Each 4 427.2 Four Hundred Twenty Seven Rupees and Twenty Paise 1708.8

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

(i) Aluminium thimble cable Core size 4 - 6sq.mm Each 44 13 Thirteen Rupees and No Paise 572

(ii) Aluminium thimble cable Core size 10 - 16sq.mm Each 48 14 Fourteen Rupees and No Paise 672

(iv) Aluminium thimble cable Core size 50 sq.mm Each 28 27 Twenty Seven Rupees and No Paise 756

(x) Aluminium thimble cable Core size 240 sq.mm Each 16 100 One Hundred Rupees and No Paise 1600

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 (25 HP pump set) compliant to type-2 coordination chart (MCCB, contactor, overload relay with single phase protection), electronic timer, On-Off-Trip indication lamp, start-stop push button, auto/manual selector switch complete as required - 2 Set b) DOL starter (5 HP pumpset) compliant to type-2 coordination chart with MCCB, power contactor, overload relay, On-Off-Trip indication lamp, start-stop push button, auto/manual selector switch complete as required - 2 Set. c) 20 KVAR (2x7+2x2+2x1) heavy duty Capacitor with 8 step APFC relay, MCCB, capacitor duty contactor, indication lamps, selector switch, push button, aux. contactor, MCB etc. complete with all accessories and as required - 1 set d) 32A TPN MCCB 25 KA - 2 set e) 32 A TPN MCB - 5 No's for Actuated Valve f) 32 A SPN MCB - 3 No’s Each 1 360800 Three Lacs Sixty Thousand Eight Hundred Rupees and No Paise 360800

NS LT Panel (Clear Water PS) 415 V indoor IP-42 compartmentalized, 1.6 mm CRCA sheet for non load bearing member & 2 mm for load bearing member, front lockable hinged door, wall mountable, dust & vermin proof, epoxy coated, detachable gland plate, 250 A TPN Al. bus-bar, SCADA compatible (sufficient interposing relays, 2NO+2NC Aux. contactors, potential free contacts etc. as required) complete with all accessories and as below: Incomer: 250 A TPN MCCB 25 KA with O/L, S/C, Surge Protection Device, digital multi-function meter with RS485, indication lamps for R-Y-B, On-Off-Trip complete as required - 1 Set Outgoing: a) 125 A TPN MCCB 25 KA with O/L, S/C, Device, digital multi-function meter with RS485, indication lamps for R-Y-B complete as required - 2 Set b) 31 KVAR (2x14.5+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 261600 Two Lacs Sixty One Thousand Six Hundred Rupees and No Paise 261600

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

45KW (Ref: 44.6.4) Each 2 133380 One Lacs Thirty Three Thousand Three Hundred Eighty Rupees and No Paise 266760

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 225 109 One Hundred Nine Rupees and No Paise 24525

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:

250 mm (Ref; 43.28.13) Each 1 277852 Two Lacs Seventy Seven Thousand Eight Hundred Fifty Two Rupees and No Paise 277852

RUIDP ISOR 2023, 47.2 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 260 121 One Hundred Twenty One Rupees and No Paise 31460

2 pair (Ref; E111540B) Metre 150 149 One Hundred Forty Nine Rupees and No Paise 22350

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 1590 186 One Hundred Eighty Six Rupees and No Paise 295740

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- Garhshankar

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

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

1. Capital Works ' CSR based Items

A. HT Cables & Accessories:

34.36 XLPE INSULATED HT CABLES:

34.36 A XLPE INSULATED HT ARMOURED CABLES (UNDERGROUND):

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

(viii) HT Cable Overall size 240sq.mm (3Core) Metre 75 2584 Two Thousand Five Hundred Eighty Four Rupees and No Paise 193800

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

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

(viii) Heat Shrinkable End Termination for cable size 240-400 sq. mm, 3Core (Outdoor Type) Each 4 5195.4 Five Thousand One Hundred Ninety Five Rupees and Forty Paise 20781.6

B. LT Cables & Accessories:

34.10 A XLPE INSULATED ARMOURED CABLES (UNDERGROUND):

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

(xxxvii) Overall size 16 sq.mm (4 Core) Armoured (underground) Metre 245 523.9 Five Hundred Twenty Three Rupees and Ninety Paise 128355.5

(xxx) Overall size 240 sq.mm (3.5 Core) Armoured (underground) Metre 30 1968.6 One Thousand Nine Hundred Sixty Eight Rupees and Sixty Paise 59058

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 60 233.7 Two Hundred Thirty Three Rupees and Seventy Paise 14022

(xxx) Overall size 240sq.mm (3.5 Core) Armoured (Loose) Metre 90 1682.85 One Thousand Six Hundred Eighty Two Rupees and Eighty Five Paise 151456.5

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

(xii) Brass Gland for Aluminium cable 3/3.5/4 core size 240 sq. mm Each 6 427.2 Four Hundred Twenty Seven Rupees and Twenty Paise 2563.2

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

(i) Aluminium thimble cable Core size 4 - 6sq.mm Each 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

(x) Aluminium thimble cable Core size 240 sq.mm Each 24 100 One Hundred Rupees and No Paise 2400

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

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

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

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

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

2.Capital Works ' Non-CSR based Items

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

RUIDP ISOR 2023, 72.7 SITC of Indoor Type Floor mounted metal clad 11 KV, 630 Amps 3 phase, 50 Hz Vacuum Circuit Breaker (VCB) Panel Fabricated by System Integrator of VCB Manufacturer as per IEC 622711,100,200 Standard made from Powder painted pre-fabricated, CRCA sheet steel /High quality Aluminium-Zinc (Aluzinc) coated sheet steel. Fabrication shall be done through CNC turret press and CNC bending machine having a rupturing capacity of 500 MVA, 26.3 KA breaking capacity for 3 sec, Internal arc type tested for 26.3KA for 1 sec with AFLR clasification totally enclosed with Aluminium bus bar of 630 Amps for each phase, flush front, Horizontal isolation, Horizontal drawout type with Electrical and Mechanical interlock and automatic safety shutter gear including padlocking arrangement, isolation plugs, assambly of 3 vaccum interrupters (VCB manufacturer's own make) , with each pole individually encapsulated by epoxy insulations to make it dust proof and self - aligning finger type isolating contacts, truck having integral racking with necessary interlocks (for insertion and removing of VCB), manual and automatic motor charged independent closing/ tripping spring , trip free operating mechanism with closing and tripping push buttons and mechanical breaker. interconnected with HT sleeve bus bar of 630 Amps , Basic Insulation level (BIL) : 28KV (RMS) / 75KV (Peak) and Altiude less than 1000 meters, including all protection, indication, Operation, monitoring and control and accessories etc. as required. Factory Tests of VCB panel as per System Integrator's QAP in it's own Manufacturing facility shall be witnessed by department Engineer virtually / Physically. (Cost of RCC Foundation / Steel Structure to be paid Extra). All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

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

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

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

100 KVA (Ref: 72.2.2) Each 1 261516 Two Lacs Sixty One Thousand Five Hundred Sixteen Rupees and No Paise 261516

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, 250 A TPN Al. bus-bar 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 250 A TPN MCCB 25 KA with O/L, S/C, Surge Protection Device, digital multi-function meter with RS485, indication lamps for R-Y-B, On-Off-Trip complete as required - 1 Set Bus-Coupler: 250 A TPN MCCB 25 KA with O/L, S/C, indication lamps for R-Y-B, On-Off-Trip complete as required - 1 Set Mechanical & Electrical interlock to be provided between incomers & bus-coupler Outgoing: a) 250 A TPN MCCB 25 KA with O/L, S/C, Surge Protection Device, digital multi-function meter with RS485, indication lamps for R-Y-B, On-Off-Trip complete as required - 2 Set (Bus-Section 1) b) 32A TPN MCCB 25 KA - 3 set (Bus-Section 1) c) 32A SPN MCB 10 KA - 2 set (Bus-Section 1) d) 125 A TPN MCCB 25 KA with O/L, S/C protection, multi-function meter, indication lamps for R-Y-B, On-Off-Trip complete as required - 3 set (Bus-Section 2) e) 32A TPN MCCB 25 KA - 1 set (Bus-Section 2) f) 32A TPN MCB 10 KA - 3 set (Bus-Section 2) g) 32A SPN MCB 10 KA - 2 set (Bus-Section 2) Each 1 397600 Three Lacs Ninety Seven Thousand Six Hundred Rupees and No Paise 397600

NS PCC (DG) 415 V indoor IP-42 , compartmentalized, 1.6 mm CRCA sheet for non-load bearing 2 mm for load bearing member, front lockable hinged door, floor mounted, dust & vermin proof, epoxy coated, detachable gland plate, TPN Al. bus-bar complete with all accessories and as below: Incomer: TPN 63A MCCB 25KA with multi-function meter, Surge Protection Device, indication lamps for R-Y-B, On-Off-Trip complete as required - 1 Set Outgoing: a) 32 A TPN MCCB 25 KA with O/L, S/C protection,indication lamps for R-Y-B complete as required - 3 set b) 32 A SPN MCCB 25 KA with O/L, S/C protection, indication lamps for R-Y-B complete as required - 3 set Each 1 131200 One Lacs Thirty One Thousand Two Hundred Rupees and No Paise 131200

C. DG Set & AMF Panel:

RUIDP ISOR 2023, 72.31 CPCB-IV complianced DG Sets

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

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

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

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

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

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

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

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 - GarhShankar

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 Rs per month. 12 0 0

2 1st Year. Rs per month. 12 233240.416666667 Twenty Seven Lacs Ninety Eight Thousand Eight Hundred Eighty Five Rupees and No Paise

3 2nd Year. Rs per month. 12 275924.970216578 Thirty Three Lacs Eleven Thousand Ninety Nine Rupees and Sixty Four Paise

4 3rd Year. Rs per month. 12 296619.342982822 Thirty Five Lacs Fifty Nine Thousand Four Hundred Thirty Two Rupees and Twelve Paise

5 4th Year. Rs per month. 12 318865.793706533 Thirty Eight Lacs Twenty Six Thousand Three Hundred Eighty Nine Rupees and Fifty Two Paise

6 5th Year. Rs. per month. 12 342780.728234523 Forty One Lacs Thirteen Thousand Three Hundred Sixty Eight Rupees and Seventy Four Paise

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

Repair of OHSR 1.0 LG Capacity at Bus Stand, Garshankar

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

1. NON Capital Works CSR based Items

1 NS Repairing work and water tightness of tank portion of existing OHSR after testing and following procedure as per specifications for water tightness of tank portion of OHSR. The leakages seen in RCC structure on water filling, injection grouting is to be carried out from the surface for filling interior voids with a material that cures in place to produce the desired results; besides cement grout, polymer-cement slurry, food grade epoxy, urethane, and High-Molecular-Weight Methacrylate (HMWM) may be used as grouting material, proper grouting material is to be selected to achieve the desired objectives, after by cleaning, washing, desilting of silt deposited at bottom if any, including scaffolding, water filling arrangement with cost of water. All Expansion Joints of OHSR pipes shall be made water tight, the gland packing, stay bolts , rubber sheets of flanged joints and nut bolts etc shall be replaced. The MS and aluminum ladders, clamps of pipes of OHSRs shall be replaced. The support of OHSR pipes/duck foot bend at ground level shall be strengthened. The OHSR shall be made usable as per direction of Engineer-in-charge. Job 1

Sub-Total Part - E (13) : NON CSR Amount : (Rs)