Construction of STP of Cap. of 20 MLD and Const. of MPS cap. of 45 MLD Peak Flow including 5 Years O and M and all other alied works at Ferozepur Town Distt Ferozepur under AMRUT 2.0 Scheme.

STANDARD BIDDING DOCUMENT FOR PROCUREMENT OF WORKS

Construction of Sewage Treatment Plant (STP) of capacity 20 MLD and Construction of Main Pumping Station (MPS) of capacity 45 MLD (Peak flow) including 5 years’ O&M and Providing, Laying, Jointing, testing and commissioning of: (a) 700 mm i/d DI-K9 Pumping Main from proposed MPS to inlet of 20 MLD STP (b) 1200mm dia RCC-NP3 with HDPE Lining Main Gravity Sewer Line from existing MH to proposed MPS at Ferozepur Town, District Ferozepur under AMRUT 2.0 Scheme

Project Value: Capital cost (Part- A, B & C) Percentage Rate : Rs. 461.77 Lakh Capital cost (Part- D):LS 5 Years' O&M (Part- E): LS

Name of Work: Construction of Sewage Treatment Plant (STP) of capacity 20 MLD and Construction of Main Pumping Station (MPS) of capacity 45 MLD (Peak flow) including 5 years’ O&M and Providing, Laying, Jointing, testing and commissioning of: (a) 700 mm i/d DI-K9 Pumping Main from proposed MPS to inlet of 20 MLD STP (b) 1200mm dia RCC-NP3 with HDPE LiningMain Gravity Sewer Line from existing MH to proposed MPS at FerozepurTown, District Ferozepur under AMRUT 2.0 Scheme

Name of Bidder:

General Summary

S.No Particulars Total Amount (Rs)

Capital Works: Percentage Rate- MPS and Sewer works (Part 1)

1 CIVIL (PART-A)

2 MECHANICAL WORKS (Part - B)

3 ELECTRICAL WORKS (Part - C)

Estimate Amount (Part A+B+C ) (In Rs): Enter Rate below without (+), (-) and (%) symbols For "At Par" Rate, Enter Zero.

Percentage Above/Below/At Par At Par 0 %

Amount as per percentage quoted, Percentage Rate (Part A,B & C) (Amount in Rs)

4 Construction Phase and O&M Phase: LS (Part 2)

Part - D Construction of 20 MLD Sewage Treatment Plant

Part - E 5 years' Operation and Maintenance cost MPS & STP

Sub Total: Part 2 (Part-D & E)

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

Amount In Words Four Crores Sixty One Lacs Seventy Seven Thousand One Hundred Fifteen Rupees and Thirty Two Paise

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

Provisional Sum

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

(A) Provisional Sum :

Price Escalation = 3.75 % of Capital Cost ( @ 7.50 % per annum and average 3.75% per year) 94.7752499820025

Contingencies = 1 % of Capital Cost 25.27339999520067

Shifting of utilities 10

Electrical connections charges

Main Pumping Station (Proposed) 19.27

STP 20 MLD 29.85

BT bill charges for road restoration (B&R) LS 10

Sub Total (A) Provisional Sum

(B) PWSSB Charges and Cess :

Contingencies Charges on work @ 1% ( To be paid on actual limited to maximum @ 1% of Capital cost) 27.61769999520067

PWSSB ( Admin ) Charges @ 6 % on Capital Cost 165.706199971204

Third Party Inspection Charges @ 0.92% 25.408283995584615

Sub Total (B) Provisional Sum

Total (A+B) Provisional Sum

Provisional Sum (in Lakhs)

Lump Sum Rate (Construction of 20 MLD Sewage Treatment Plant )

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

1 Designing, providing, constructing, hydraulic testing, commissioning of new STP of Capacity 20 MLD including 3 months stabilization period based on any suitable, sustainable and proven technology, meeting treated effluent quality parameters consisting of Inlet Chamber, Screen Chamber, Grit-Detritus Tanks, Distribution Chamber, Cyclic Aerobic Reactor Basins, Chlorine Contact Tank, Chlorinator with Chlorinator Room & Tonner Room, Chemical Storage & Dosing shed with dosing Equipment, Blower Room, Metering Room, Sludge Sump, Sludge dewatering system and building, Raw sewage bypass system from pumping header and sludge storage shed, necessary piping work with required valves, gates, storm water drains and rain water harvesting system, roads & pathways (including restoration of existing interlocking tiles/ brick on edge etc. near proposed MPS), landscaping, Laboratory Equipment , Tools and Spare Parts to be placed in existing building, etc. complete as turnkey job with all involved civil, electrical, instrumentation and mechanical works inclusive of all above items, units as per detailed specification for civil, electrical, instrumentation and mechanical components with all duties and taxes, etc. complete to get reusable quality of water for agricultural purposes including PLC-SCADA and Instrumentation and treated wastewater disposal to location as per directions of Engneer. MLD 20

Sub-Total Part - D Sub Head -6: Capital Works ( In Rs)

Part - E: Lump Sum Rate for 5 years’ Operation and Maintenance for MPS of Capacity 45 MLD, 20 MLD STP and 700 mm i/d DI-K9 Pumping Main from proposed MPS upto 20.0 MLD STP & other related works

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

(In Rs) (In Rs)

1 Construction period (30 Months incl. stabilization period of STP) Rs per month. 0 0 0

2 1st Year. Rs per month. 12 No Rupees and No Paise

3 2nd Year. Rs per month. 12 No Rupees and No Paise

4 3rd Year. Rs per month. 12 No Rupees and No Paise

5 4th Year. Rs per month. 12 No Rupees and No Paise

6 5th Year. Rs. per month. 12 No Rupees and No Paise

Total (PART - E) 05 Years' O&M in Rs. No Rupees and No Paise

Sr.no CSR Ref. Description Unit Qty Rate (Rs) Rate (Rs. In Words) Amount (Rs)

1.Capital Works ' CSR based Items ( Part -A) - CIVIL

Sub - Head -1 Dismantling Work :

8.6 (a) Dismantling concrete: Lime concrete, cement concrete of 1:6:12 or leaner mix cum 19.83 412

8.41 Dismantling of pre-stressed / RCC including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 mtr (By Mechanical Means) cum 25.48 1553

8.39 Dismantling of brick work in cement sand mortar / lime mortar including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 metre (By Mechanical Means) cum 100.92560000000002 660

8.25 Removing R S beams from structures or trusses qtl 0.8 343

8.46 Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. kg 60 5

Doors and Windows :

8.44 Dismantling aluminium/ Gypsum partitions,doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material within 50 meters lead as directed by Engineer-in-charge sqm 17.904000000000003 46

Wire gauge doors :

8.32 Dismantling wire gauge with frame work including seperating frame work and putting wire gauge into rools. sqm 7.54 11

Conglomerate floor ;

8.16 Dismantling cement congomerate floors 25 mm to 50 mm including concrete base. sqm 107.35 109

8.31 Scraping :

(e) Bricks dismantled from brick work in lime or cement. 1000 nos 48.44428800000001 1580

(g) Tiles dismantled from the work in lime or cement 1000 nos 4.0586011342155 2073

0.0 Dismantling roofing:

(a) First class mud roofing sqm 107.35 63

Carriage of Good Earth

5.2 (i) Earth, Surkhi, Sand, earth, Fly Ash, Bajri, Ballast, Stone Boulders, Kankar and Building Rubbish, Earth cum 44.33624000000001 262.6101

Credit of old/unserviceable material

Brick tile Nos 2842 -2.64

Recovery of Stone Aggregate 80% of total cum cum 15.863999999999999 0.0

Recovery of steel Fe 500 Qtl 16.164 0.0

Sub - Head -2 Re- Construction :

(i) Constrcution of Meter Room 3.5 x 3.5 Mtrs.

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 18.359600000000004 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 3.72814 4670

10.27 Damp proof course 4cm thick of cement concrete 1:2:4 with water proofing compound as per manufactures guidelines. SqM 3.749 244

11.5 First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. cum 6.969575 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 14.430200000000001 5071

0.0 12.5 mm thick cement plaster 1:4 SqM 125.48 189

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 4.98658 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 15.6816 472

14.1 Conglomerate floor 50mm thick cement concrete 1:2:4 on 100mm thick cement concrete 1:8:16 and 100mm sand filling using mechanical mixer for mixing of material SqM 8.92 749

Floating Coat :

14.4 Floating coat of 1.5 mm thick neat cement laid in one operation to the topping. SqM 8.92 29

13.13 (i) Terracing consisting of tiles 22.86 x 11.43 x 3.83 cm. laid over 25 mm. mud plaster 7.5 cm. mud filling on another layer of 25 mm. mud plaster including two coats of bitumen laid hot at 1.65 kg./sqm. Top of RCC slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing etc. SqM 15.6816 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 15.84 65

Rain water pipe :

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

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

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

B UPVC Pipe 10 Kgf/cm2

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

(a) UPVC 110 mm bend each 2 135

Upvc Coupling/socket :

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

(a) UPVC 110 mm bend each 2 84

17.45 (a) Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate z sections and other sections conforming to Is: 733 and IS : 1285 of Jindal, Hindalco, Mahavir or equivalent make approved by Engineer in Charge , fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC Plug/neoprene felt etc. aluminum sections shall be smooth, rust free, straight, mitered and jointed mechanically wherever required including cleat angle, aluminum snap beading for glazing/paneling, C.P.brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer-In Charge. (Glazing and paneling to be paid for separately) : For fixed portion and chawkhats 14 guage section (1.75"x4") weight 1.77 kg per Mtr. kg 23.2932 352

17.45 (b) Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate z sections and other sections conforming to Is: 733 and IS : 1285 of Jindal, Hindalco, Mahavir or equivalent make approved by Engineer in Charge , fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC Plug/neoprene felt etc. aluminum sections shall be smooth, rust free, straight, mitered and jointed mechanically wherever required including cleat angle, aluminum snap beading for glazing/paneling, C.P.brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer-In Charge. (Glazing and paneling to be paid for separately) : For shutters of doors, windows & ventilators including providing and fixing hinges/pivots and labour for fixing of fittings wherever required including the cost of PVC Plug / neoprene gasket required. 14 guage section (1.75"x4") weight 1.22 kg per Mtr. kg 14.44 368

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 3.989264 6497

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam ( vertical or battering ) sqm 7.498 210

9.8 Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc sqm 19.8916 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 130.4 75

Diff.in Rates of materials :

Bajri : Cum 7.82 -227.7744

Coarse sand : Cum 7.49 -143.79679999999985

Extra rate for OPC Bags 81.48 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 7.82 733.19824

Coarse sand : Cum 7.49 713.9061399999999

(ii) Boundary wall

6.19 Excavation in Soil ( any type) using hydraulic Excavator CK 90 with hydraulic excavator of 0.90 cum bucket capacity,including,cutting,trimming bottom and side slopes,in accordance with requirements of lines,grades and cross sections,including all lifts and combined lead up to 30 m. cum 33.12 34

10.13 Cement concrete 1:2:4

a With stone ballast or shingle

ii mixing by mechanical means using concrete mixer volumetric type cum 2.3000000000000003 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 15.901466666666668 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 13.53 6497

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam ( vertical or battering ) sqm 14.720000000000002 210

C / shuttering : ( Columns)

9.4 Centering and Shuttering for columns ( square or rectangular or poly gonal in plan) sqm 46.919999999999995 477

C / shuttering : ( Beams)

9.6 Centering and Shuttering for columns ( square or rectangular or poly gonal in plan) sqm 85.68 380

11.6 First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level. Cum 17.387999999999998 5151

CP 20 mm.thk. :

15.2 20 mm.thick cement plaster 1;4 in two coat work sqm 151.2 260

0.0 White washing ( Three coat) sqm 151.2 15

Dry distemper :

0.9 Distempering with dry distemper of approved manufacture two or more coats over one priming coat to give an even shade sqm 151.2 63

Sliding Shutters :

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

Diff.in Rates of materials :

Coarse sand : Cum 12.01 -143.79679999999985

Extra rate for OPC (Ordinary Portland Cement) Bags 166.98999999999998 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 12.01 471.0996

Sub-Head-3: P/L RCC NP3 Main Gravity Sewer Line

(i) 1200 mm i/d RCC NP3 Pipe Line

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

i All kinds of soil except rocky

a Depth not exceeding 3 m. BGL (mm i/d) Cum 2965.5 99

b For depth exceeding 3.0 m. but not exceeding 4.50 m. B.G.L Cum 976.5 115

c For depth exceeding 4.5 m. but not exceeding 6.0 m. B.G.L Cum 763.17 162

29.42 Providing, lowering in trenches to correct gradient andallignments, jointingwithtytone rubber joint and cuttingof RCCS/S pipes havinginsideHDPE. liningISImarekdasper ISI code IS:458-2003 into trenches for all depths and layingout the same to correct alignment, gradients, levels etc.,cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigidmanner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed.Thepipesshall rest on thebeds at all joints through their lengths and to ensurethis, testingthepipesfor leakageand making good the same leakage and all defects to the entire satisfaction of the Engineer incharge including all cartage etc. copmplete in all respects.

A R.C.C. pipe with inside H.D.P.E. lining class- NP-3

(j) 1200 mm I/d pipe with inside H.D.P.E. lining Mtr 150 15843

28.48 Providing and filling sand grading as per specifications or fine grade around the various sizes of G.I. pipes in external work. Cum 68.25 652.9

10.13 a (ii) Cement Concrete 1:2:4, With stone ballast or shingle, mixing by mechanical means using concrete mixer volumetric type. (mm i/d pipe) (for each pipe 2 Nos CC Block 0.5D x 0.1D x 0.25 D ) Cum 4.51 4670

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) Sqm 66.56 210

29.72 Making connection of newly laid sewer in walls of existing manhole of fully charge sewer including cost of pluging sewer, desilting, removal of sullage water and making good of khudda

C All type of connections above 760 mm i/d and above One Connecti on 1 11547

29.55 Constructing brick masonry manhole in cement mortar 1:5 ( 1 cement : 5 coarse sand ) with RCC core wall between masonary, R.C.C. top slab 20mm thick using M-20 mix, foundation concrete 1:4:8 mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making benching in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, Orange coloured PVC steps including RCC cover with frame internal dimensions.complete as per standard design. (In water logged area).

(d) Inside size 150x180 cm and 120 cm deep each 5 55738

29.57 Extra payable for every 0.30m additional depth of manhole chamber in item 29.56 upto 1.80 m increase in depth.

(d) Inside size 150x180 cm each Depth of 0.30 m. 60 7798

(iii) Road Works

(a) Dismantle of Road Work :

Flexible pavements :

24.3 (a) Dismantling of flexible pavements thickness above 50 mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials seperately as per technical clause 202 of MORT& H specifications. Cum 270 292

(b) Road Restoration Work

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

(a) Kassi work undressed involving an average horizontal throw up to 2.0 meters and an average vertical lift up to 0.5 metre including breaking of clods. Cum 180 77

Compacting Original Ground below embankment :

24.4 (b) Loosening,leveling and compacting original ground below embankment to facilitate placement of first layer of embankment,scarified to a depth of 150 mm,mixed with water at OMC and then compacted by rolling so as to achive minimum dry density as given in Table 300-2 for embankment construction as per technical clause 305 of MORT & H specifications. Cum 180 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 36 1475.88

At Labour Rate : 60% Cum 54 460.13

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 36 1482.69

At Labour Rate : 60% Cum 54 460.13

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 192 km Cum 95.76 661.6559

CSR ref. Less for difference in rates of materials :

For stone metal :

Prime coat @ 0.85 kg per sqm.

24.15 Providing and applying primer coat with bitumen emulsion SS on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm complete as per technical clause 502 of MORT&H specifications. Sqm 1223 32.11

Tack coat @ 0.40 Kg per sqmt.

24.16 (b) Providing and applying Tack coat with penetration grade bitumen VG -10 using bitumen pressure distributor at the rate of 0.40 kg/sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications. Sqm 1223 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 1223 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 1223 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 1223 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 192 km Cum 40.359 661.6559

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

From Lohand Khad 85 km Cum 11.007 471.09959999999995

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

From Lohand Khad 85 km Cum 7.338 471.09959999999995

CSR Ref. Less for difference in rates of materials :

For stone metal

iii) Coarse Sand Cum 7.338 -143.79679999999985

Carriage of materials :

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

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

Sub-Head-4:Construction of Main Pumping Station of capacity 45 MLD

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 909.87 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 1363.1464999999998 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 1363.1464999999998 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 a (ii) Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type. cum 33.08054549999999 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 412.27250000000015 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 47.51599999999999 5408

10.5 Extra for using admixture in designed mix concrete. kg 2453.02 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 517.9004760031752 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 1749.5399999999997 405

9.8 Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. sqm 106.14000000000001 532

9.3 Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering) including attached pilasters, buttresses etc when curved. sqm 0.645 445

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 152 209

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 7.005400000000001 6158

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

11.4 (i) First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level. cum 45.91553999999999 5071

0.0 12.5 mm thick cement plaster 1:4 Sqm 466.35600000000005 189

White washing :

0.0 White washing (three coat) sqm 466.35600000000005 15

Distempering (OBD) : Inside Painting :

16.11 Distempering with Acrylic washable oil bound distemper (of approved manufacture) two coats over one priming coat to give an even shade. sqm 233.17800000000003 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 233.17800000000003 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 37.800000000000004 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 81.18 781

Plinth Protection

14.1 Conglomerate floor 50mm thick cement concrete 1:2:4 on 100mm thick cement concrete 1:8:16 and 100mm sand filling using mechanical mixer for mixing of material sqm 0.196375 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 (14 guage section (1.75"x4") weight 1.77 kg per Mtr) kg 73.3134 352

17.45 (b) Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate z sections and other sections conforming to Is: 733 and IS : 1285 of Jindal, Hindalco, Mahavir or equivalent make approved by Engineer in Charge , fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC Plug/neoprene felt etc. aluminum sections shall be smooth, rust free, straight, mitered and jointed mechanically wherever required including cleat angle, aluminum snap beading for glazing/paneling, C.P.brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer-In Charge. (Glazing and paneling to be paid for separately) : For shutters of doors, windows & ventilators including providing and fixing hinges/pivots and labour for fixing of fittings wherever required including the cost of PVC Plug / neoprene gasket required.(14 guage section (1.75"x4") weight 1.22 kg per Mtr). kg 67.44 368

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 4.452000000000001 1148

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) Sqm 3.24 1035

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. Mtr 55 908

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

Coarse sand : Cum 227.09 471.0996

Fine sand : From 35 km. Cum 11.19 266.64399999999995

Sub-Head-5: Supply, laying, testing and commissioning of Pumping Main DI-K9 700 mm i/d pipeline from proposed MPS to 20 MLD STP

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 356.14656 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 356.14656 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.

(l) 700mm i/d pipe lines laid complete m 280 18608.06

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

b D.I. specials above 300mm i/d Kg 1043.2436384439359 174.8

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

Pipe lines laid complete.

Air Valve Concrete :

CSR Based Providing & laying of Reinforced cement concrete M-20 around Air valve hieght 1m below ground including excavation, RCC, Shuttering etc. complete in all respect and direction of Engineer in charge. Each 1 1899

CSR based item Construction of RCC Thrust Blocks Each 5 49073

(i) DG Platform For Proposed Mps

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 6.091500000000001 34

10.13 a (ii) Cement concrete 1:4:8 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type cum 1.26925 4670

11.5 First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. cum 4.6057500000000005 5013

11.6 First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level. cum 5.2514520000000005 5151

0.0 12.5 mm thick cement plaster 1:4 Sqm 24.2952 189

14.107 Sand filling under floor and in wells of bridge foundation including handling withing 100 metres Cum 9.55152 1005

10.16 Reeinforced 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 2.6077000000000004 5408

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 1.56 6497

Diff.in Rates of materials :

Coarse sand : Cum 1.12 -143.79679999999985

Extra rate for OPC Cement Bags 30.68 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 1.12 471.0996

(ii) Transformer Platform For Proposed Mps

6.6 Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres Cum 2.98 182

10.6(b)(ii) Cement concrete 1:8:16 With stone aggregates 40mm gauge mixing by mechanical means using concrete mixer volumetric type Cum 1.37 3127

11.5 First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth Cum 1.2600000000000002 5013

11.6 First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level Cum 0.86 5151

10.21 Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. Cum 2.02 6158

18.18 Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete Qtl 1.6159999999999999 6497

10.27 Damp proof course 4cm thick of cement concrete 1:2:4 with water proofing compound as per manufactures guidelines Sqm 1.9100000000000001 244

15.9 12.5 mm thick cement plaster 1:4 Sqm 7.449999999999999 189

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) Sqm 3.81 210

9.8 Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc Sqm 3.39 532

1.2 Meter High G.I.Barbed Wire fencing

24.43 (a) 1.2 meter high G.I. barbed wire fencing with 1.8 meter angle iron posts 40x40x6mm placed every 3 meters centre to centre 0.6 meter below ground level, every 15th post, end post, corner post suitably strutted and provided with 9 horizontal lines and two diagonals interwoven with horizontal wires fixed with GI staples, turn buckles etc. including foundation concrete 1:2:4 of size 0.30x0.30x0.75m for each post complete as per technical clause 808 of MORT&H specifications m 7.9799999999999995 505.95

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

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

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

18.6 Structural steel work in girders or Stanchions built up of one joist / or channel section. Riveted including cutting and fixing old gusset plates bolts, Nuts, Rivets etc. complete with flange plates, head, sole plates, angle connections etc. with hoisting & erecting in position Qtl 0.52348 6366

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

Lohand Khad 85 Km.

Stone Metal 40mm gauge Cum 1.37 661.6559

From Mirthal 192 km

Coarse Aggregate 12.5/13.2 mm Cum 1.88876 205.44

From Mirthal 192 km

Difference in Rates of materials

Stone Metal 40mm gauge Cum 1.37 -204.5680000000001

Coarse Aggregate 12.5/13.2 mm Cum 1.88876 -227.86400000000003

Structural Steel Qtl 1.0261799999999999 1306.54

Extra rate for OPC Bags 22 26.219683840000002

(iii) DG Platform For Existing Mps (02 Nos)

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 10.478000000000002 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 2.2033 4670

11.5 First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. cum 8.1075 5013

11.6 First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level. cum 9.332664 5151

0.0 12.5 mm thick cement plaster 1:4 Sqm 43.502399999999994 189

14.107 Sand filling under floor and in wells of bridge foundation including handling withing 100 metres cum 16.272959999999998 1005

10.16 Reeinforced 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 4.5034 5408

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 2.7 6497

Diff.in Rates of materials :

Coarse sand : Cum 1.94 -143.79679999999985

Steel Qtl 2.7 1020.6500472

Extra rate for OPC Cement Bags 53.25 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 1.94 471.0996

(iv) Transformer Platform For Existing Mps

6.6 Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres Cum 2.98 182

10.6(b)(ii) Cement concrete 1:8:16 With stone aggregates 40mm gauge mixing by mechanical means using concrete mixer volumetric type Cum 1.37 3127

11.5 First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth Cum 1.2600000000000002 5013

11.6 First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level Cum 0.86 5151

10.21 Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. Cum 2.02 6158

18.18 Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete Qtl 1.6159999999999999 6497

10.27 Damp proof course 4cm thick of cement concrete 1:2:4 with water proofing compound as per manufactures guidelines Sqm 1.9100000000000001 244

15.9 12.5 mm thick cement plaster 1:4 Sqm 7.449999999999999 189

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) Sqm 3.81 210

9.8 Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc Sqm 3.39 532

1.2 Meter High G.I.Barbed Wire fencing

24.43 (a) 1.2 meter high G.I. barbed wire fencing with 1.8 meter angle iron posts 40x40x6mm placed every 3 meters centre to centre 0.6 meter below ground level, every 15th post, end post, corner post suitably strutted and provided with 9 horizontal lines and two diagonals interwoven with horizontal wires fixed with GI staples, turn buckles etc. including foundation concrete 1:2:4 of size 0.30x0.30x0.75m for each post complete as per technical clause 808 of MORT&H specifications m 7.9799999999999995 505.95

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

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

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

18.6 Structural steel work in girders or Stanchions built up of one joist / or channel section. Riveted including cutting and fixing old gusset plates bolts, Nuts, Rivets etc. complete with flange plates, head, sole plates, angle connections etc. with hoisting & erecting in position Qtl 0.52348 6366

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

Lohand Khad 85 Km.

Stone Metal 40mm gauge Cum 1.37 661.6559

From Mirthal 192 km

Coarse Aggregate 12.5/13.2 mm Cum 1.88876 205.44

From Mirthal 192 km

Difference in Rates of materials

Stone Metal 40mm gauge Cum 1.37 -204.5680000000001

Coarse Aggregate 12.5/13.2 mm Cum 1.88876 -227.86400000000003

Structural Steel Qtl 1.0261799999999999 1306.54

Extra rate for OPC Bags 22 26.219683840000002

(v) Construction of VCB Room

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 27.495100000000008 34

10.13 Cement concrete 1:4:8

a With stone ballast or shingle

ii mixing by mechanical means using concrete mixer volumetric type cum 5.752640000000001 4670

10.27 Damp proof course 4cm thick of cement concrete 1:2:4 with water proofing compound as per manufactures guidelines. SqM 4.784000000000002 244

11.5 First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth. cum 8.904450000000002 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 16.279400000000006 5071

0.0 12.5 mm thick cement plaster 1:4 SqM 141.56000000000003 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 8.180590000000002 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 27.08160000000001 781

14.1 Conglomerate floor 50mm thick cement concrete 1:2:4 on 100mm thick cement concrete 1:8:16 and 100mm sand filling using mechanical mixer for mixing of material sqm 11.420000000000002 749

Floating Coat :

14.4 Floating coat of 1.5 mm thick neat cement laid in one operation to the topping. SqM 11.420000000000002 29

13.13 (i) Terracing consisting of tiles 22.86 x 11.43 x 3.83 cm. laid over 25 mm. mud plaster 7.5 cm. mud filling on another layer of 25 mm. mud plaster including two coats of bitumen laid hot at 1.65 kg./sqm. Top of RCC slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing etc. SqM 27.08160000000001 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 20.840000000000003 65

Rain water pipe :

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

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

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

B UPVC Pipe 10 Kgf/cm2

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

(a) UPVC 110 mm bend each 2 135

Upvc Coupling/socket :

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

(a) UPVC 110 mm bend each 2 84

17.45 (a) Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate z sections and other sections conforming to Is: 733 and IS : 1285 of Jindal, Hindalco, Mahavir or equivalent make approved by Engineer in Charge , fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC Plug/neoprene felt etc. aluminum sections shall be smooth, rust free, straight, mitered and jointed mechanically wherever required including cleat angle, aluminum snap beading for glazing/paneling, C.P.brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer-In Charge. (Glazing and paneling to be paid for separately) : For fixed portion and chawkhats (14 guage section (1.75"x4") weight 1.77 kg per Mtr). kg 37.276199999999996 352

17.45 (b) Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate z sections and other sections conforming to Is: 733 and IS : 1285 of Jindal, Hindalco, Mahavir or equivalent make approved by Engineer in Charge , fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC Plug/neoprene felt etc. aluminum sections shall be smooth, rust free, straight, mitered and jointed mechanically wherever required including cleat angle, aluminum snap beading for glazing/paneling, C.P.brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer-In Charge. (Glazing and paneling to be paid for separately) : For shutters of doors, windows & ventilators including providing and fixing hinges/pivots and labour for fixing of fittings wherever required including the cost of PVC Plug / neoprene gasket required (14 guage section (1.75"x4") weight 1.22 kg per Mtr). kg 18.59 368

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

Rolling Shutter :

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

18.18 Cold twisted deformed (Ribbed/Tor Steel bar) Bars Fe 500 grade as per IS : 1786-2008, for R.C.C. works,where not including in the complete rate of R.C.C. including bending and binding, placing in position complete. Qtl 6.544472000000002 6497

9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam ( vertical or battering ) sqm 9.568000000000003 210

9.8 Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc sqm 41.53880000000001 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 166.40000000000003 75

Diff.in Rates of materials :

Coarse sand : Cum 9.82 -143.79679999999985

Extra rate for OPC Bags 118 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 9.82 713.9061399999999

Capital Works 'CSR based Civil 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

Total Capital Works Amount after adding 5.35% ( In Rs)

Capital Works Non CSR Items ( Part - A)- Civil

Sub - Head -2 Re- Construction :

(ii) Boundary wall

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 62 276

Sub-Head-4:Construction of Main Pumping Station of capacity 45 MLD

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 1964.25 332

Sub-Head-5: Supply, laying, testing and commissioning of Pumping Main DI-K9 700 mm i/d pipeline from proposed MPS to 20 MLD STP

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.

(ii) Transformer Platform For Proposed Mps

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

(iv) Transformer Platform For Existing Mps

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

Capital Works ' Non CSR based Civil Items ( In Rs)

CSR based amount after adding 5.35% ( In Rs)

Non - CSR based amount ( In Rs)

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

MPS at Ferozpur Town (under AMRUT 2.0)

Mechanical Works

Sr.no CSR Item No Specification Unit Qty Total Rate (Rs) Rate (Rs. In Words) Amount (Rs)

Mechanical Work:

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

1 b D.I.specials above 300 mm. i/d. Kg 4874 174.8

Non Return Valve

RUIDP 2023,19.52 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.

2 500mm. i/d. Non Return Valve Each 3 132376.2405 One Lacs Thirty Two Thousand Three Hundred Seventy Six Rupees and Twenty Four Paise

Non-Clog Submersible Pumping Set :

RUIDP SOR 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 Galvanized Chain,,10M, 50mm MS galvanized Guide pipe, Duck Foot Bend, with Guide wire SS 304 etc. complete with all respect as per specification

3 Discharge 950 Cum/hr and head 21 to 25 Each 3 1506100 Fifteen Lacs Six Thousand One Hundred Rupees and No Paise

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.

4 500 mm. i/d. pipe lines laid complete. Mtr 45 19150 Nineteen Thousand One Hundred Fifty Rupees and No Paise

5 700 mm. i/d. pipe lines laid complete. Mtr 20 33100 Thirty Three Thousand One Hundred Rupees and No Paise

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

6 500 mm. dia. Each 3 401700 Four Lacs One Thousand Seven Hundred Rupees and No Paise

Manually Operated with gear Class PN 1.6

7 700 mm. dia. Each 1 784600 Seven Lacs Eighty Four Thousand Six Hundred Rupees and No Paise

Dismantling Joint

RUIDP SOR 2023,19.56 Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (suitable for sluice valve etc.) as per IS specification 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.

8 500 mm. dia. Each 3 25100 Twenty Five Thousand One Hundred Rupees and No Paise

9 700 mm. dia. Each 1 55500 Fifty Five Thousand Five Hundred Rupees and No Paise

RUIDP 2017,18.7 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.

10 45.1 MLD to 50 MLD Set 3 324900 Three Lacs Twenty Four Thousand Nine Hundred Rupees and No Paise

11 Add extra for additional depth beyond 3m depth. Meter 15 5200 Five Thousand Two Hundred Rupees and No Paise

SS Manual Coarse Bar Screen ( 1.55 X 2.8 ) M

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

12 Amount Per One Set 2 271630.08 Two Lacs Seventy One Thousand Six Hundred Thirty Rupees and Eight Paise

13 RUIDP 2023,3815 Providing and fixing of Electrically opeared overhead hoist (EOH) single bridge girder carrying two wheels with chain pulley block load chain, hand chain encased gears, trolley track, wheels, axle & shaft, swivel type lifting hook for 5 MT capacity, 6 m lift and 7 m span Nos 1 588463.68 Five Lacs Eighty Eight Thousand Four Hundred Sixty Three Rupees and Sixty Eight 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.

14 e 40 mm i/d Mtr 50 543.3348 Five Hundred Forty Three Rupees and Thirty Three Paise

CSR ITEMS AMOUNT (RS)

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

TOTAL Non CSR & CSR ITEMS

Electrical, Instrumentation & RTU Works for Main Pumping Station of 20 MLD STP at Ferozepur

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 150 2584 Two Thousand Five Hundred Eighty Four Rupees and No Paise 387600

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 5 4400.2 Four Thousand Four Hundred Rupees and Twenty Paise 22001

(viii) Heat Shrinkable End Termination for cable size 240-400 sq. mm, 3Core (Outdoor Type) Each 1 5195.4 Five Thousand One Hundred Ninety Five Rupees and Forty Paise 5195.4

B. LT Cables & Accessories:

34.10 A XLPE INSULATED ARMOURED CABLES (UNDERGROUND):

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

(i) Overall size 6 sq.mm (2 Core) Armoured (underground) Metre 140 435 Four Hundred Thirty Five Rupees and No Paise 60900

(xxx) Overall size 240 sq.mm (3.5 Core) Armoured (underground) Metre 400 1968.6 One Thousand Nine Hundred Sixty Eight Rupees and Sixty Paise 787440

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 100 144.4 One Hundred Forty Four Rupees and Forty Paise 14440

(xvii) Overall size 150sq.mm (3 Core) Armoured (Loose) Metre 120 957.45 Nine Hundred Fifty Seven Rupees and Forty Five Paise 114894

(xxviii) Overall size150sq.mm (3.5 Core) Armoured (Loose) Metre 60 1078.35 One Thousand Seventy Eight Rupees and Thirty Five Paise 64700.99999999999

(xxx) Overall size 240sq.mm (3.5 Core) Armoured (Loose) Metre 140 1682.85 One Thousand Six Hundred Eighty Two Rupees and Eighty Five Paise 235599

(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 50 1012.2 One Thousand Twelve Rupees and Twenty Paise 50610

(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 15 95 Ninety Five Rupees and No Paise 1425

(iii) Double Walled Corrugated HDPE Pipe 90/ 76mm (Outer/ Inner dia.) Metre 15 157 One Hundred Fifty Seven Rupees and No Paise 2355

(vi) Double Walled Corrugated HDPE Pipe 180/ 152mm (Outer/ Inner dia.) Metre 15 373 Three Hundred Seventy Three Rupees and No Paise 5595

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

(i) Brass Gland for Aluminium cable 2/3 core size 2.5 sq. mm Each 8 61.2 Sixty One Rupees and Twenty Paise 489.6

(iii) Brass Gland for Aluminium cable 2/3/4 core size 6 sq. mm Each 18 73.2 Seventy Three Rupees and Twenty Paise 1317.6000000000001

(x) Brass Gland for Aluminium cable 2/3/4 core size 150 sq. mm Each 12 278.4 Two Hundred Seventy Eight Rupees and Forty Paise 3340.7999999999997

(xii) Brass Gland for Aluminium cable 2/3/4 core size 240 sq. mm Each 14 427.2 Four Hundred Twenty Seven Rupees and Twenty Paise 5980.8

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 52 13 Thirteen Rupees and No Paise 676

(viii) Aluminium thimble cable Core size 150 sq.mm Each 42 52 Fifty Two Rupees and No Paise 2184

(x) Aluminium thimble cable Core size 240 sq.mm Each 56 100 One Hundred Rupees and No Paise 5600

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

(b) Earthing with 7/14 S.W.G. (7/2.18mm dia.) G.I. rope in 20mm dia G.I. pipe with G.I. reducing socket 50mm x 20mm (upto 14 Metre in length) Each 12 5373.75 Five Thousand Three Hundred Seventy Three Rupees and Seventy Five Paise 64485

34.13 (xv) Earthing earth rod 20 mm dia for providing earth connections upto line earth with G.I. Wire 8 S.W.G. (4mm dia.). The rod shall be tapered at one end and flatted on other end. The hole size 10mm dia shall be drilled on the flatened side for facilitating connection with G.I. wire and thimble etc. The rod shall be erected in ground upto complete length vertically:-

(c) GI Earth rod 20 mm dia., 6 mtr. Long Each 2 2288.75 Two Thousand Two Hundred Eighty Eight Rupees and Seventy Five Paise 4577.5

34.13 (xx) Bonding to existing earth with 8S.W.G. (4mm dia) G.I. wire fixed with stapples on wall. Metre 200 15 Fifteen Rupees and No Paise 3000

D. Wiring, Lighting & Accessories (for VCB 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 26 1029.6 One Thousand Twenty Nine Rupees and Sixty Paise 26769.6

(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 20 201 Two Hundred One Rupees and No Paise 4020

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

34.29 B Single Arm Brackets for GI Pipe Pole:

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

(a) Single Arm Bracket 1 metre Long with G.I. Reducer 80mm x 40mm Each 8 1153.1 One Thousand One Hundred Fifty Three Rupees and Ten Paise 9224.8

34.31 3-STEPPED STEEL TUBULAR POLE:

Supply and erection of 3-Stepped steel tubular swaged and welded pole (410-SPMpa) of suitable length confirming to IS: 2713- (PART-II)-1980 (Steel tubes confirming to IS: 1161-1979, UTS 42 kgf/ Sq.mm) to fix up to a required planting depth below ground level in a hole of excavation about 45 cm dia. and suitable depth to fill up to 15 cm below G/L with 1:2:4 cement concrete mixture including painting of pole with two coats of approved aluminium paint as required:-

(i) Overall length 7 metre, with planting depth 1.25 metre, length of sections 4 metre, 1.5 metre and 1.5 metre (Bottom, Middle and Top respectively), Outer dia and thickness of sections 114.3mm x 4.5mm, 88.9mm x 4.05mm and 76.1mm x 3.25mm (Bottom,Middle and Top respectively) with approximate weight 73 kg. (410 SP-2) and base Plate weight 7.5 kg. of size 12mm thick about 30 cm dia. Each 4 10111.5 Ten Thousand One Hundred Eleven Rupees and Fifty Paise 40446

34.33 CEMENT CONCRETE MUFFS:

(v) Making of cement concrete muff of overall size 450mmdia., suitable length (15cm below ground level) with 1:2:4 cement concrete mixture. The muff is to be made around the steel tubular pole/ GI pipe pole. The outer surface of the muff shall be finished with 1:2 cement plaster with two coats of white snowcem complete in all respect as approved and desired by the Engineer in- Charge at site:-

(a) Cement Concrete Muff of Overall Size 450mm dia., 45cm long Each 4 381 Three Hundred Eighty One Rupees and No Paise 1524

34.29 C SINGLE/ DOUBLE/ TRIPLE/ FOUR/ SIX ARMS BRACKET FOR STEEL TUBULAR POLE:

(i) Supply and erection of G.I. Pipe 50mm dia. (Medium) Single/ Double/ Triple arm bracket of suitable length welded with MS canopy 80mm inner dia., outer dia 89.5mm (Medium), 450mm long suitable for 3 stepped steel tubular swaged and welded pole with top outer section dia. 76.1mm. The MS canopy should have 3no. holes for fixing the bracket at the top end of the pole with the help of 3Nos.½" x 1½" size nut bolt fully threaded. The bracket should have MS sheet (1.62mm thick) ring of 89.5mm dia. for covering the top end of the canopy. The MS canopy and GI bracket should be welded at tentative angle 105º (105 degree) inclination with MS sheet 5mm thick triangular in shape having dimensions 225/300/375mm x 150mm x 5mm thick (225mm for 1.5m, 300mm for 2m & 375mm for 2.5m long bracket) with two coats of an approved aluminium paint as desired by Engineer-in-charge at site:-

(a) Single Arm Bracket 1 metre Long for Steel Tubular Pole (7 to 8m) Each 4 1857.7 One Thousand Eight Hundred Fifty Seven Rupees and Seventy Paise 7430.8

34.12 PVC, HDPE PIPES & PVC FLEXIBLE PIPES:

(ISI marked) as per IS9537:Part-III & HDPE pipes (ISI marked) as per IS:4984:1995 for wiring purposesincluding bends, junction boxes, Steel hooks, M.S. saddle clamps and other petty materials etc., as per PWD General Specifications:-

(x) Heavy Gauge PVC Conduit Pipe 25mm dia. (Flushed) Metre 10 67.2 Sixty Seven Rupees and Twenty Paise 672

34.33 (vii) Supply and erection of SMC Junction Box (Glass Fibre reinforced polyester sheet moulding compound) confirm to IS:14772 (Recessed/ On surface), robustly constructed, safe & shock proof, rust & tamper proof of suitable inner & outer dimensions with ± 10% tolerance in size & hinged water tight cover with locking arrangement having 1No. terminal strip with 4Nos. terminals & 1No. Single pole MCB of required capacity fixed on din bar (Din Bar Provision for 2Nos. MCB's) complete in all respect as approved and desired by the Engineer In-Charge at site:-

(a) SMC Junction Box (Glass Fibre reinforced polyester sheet moulding compound) confirm to IS:14772, inner dimensions 140mm x 140mm x 95mm with hinged water tight cover with locking arrangement Each 4 724 Seven Hundred Twenty Four Rupees and No Paise 2896

34.09 (xii) Supply and erection of PVC insulated PVC sheathed FR (2Core) round flexible wire with copper conductor cable (ISI marked) confirm to IS:694/1990 left bare in pipe or on surface with cleats of suitable size complete in all respect as desired by the Engineer-in-charge:-

(d) Overall size 1.5sq.mm (48/0.20mm), 2Core Metre 30 52.5 Fifty Two Rupees and Fifty Paise 1575

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.

400 KVA with Off -LTC (+5% to - 10% @ 2.5%) (Ref: 72.2.7) Each 1 763331 Seven Lacs Sixty Three Thousand Three Hundred Thirty One Rupees and No Paise 763331

B. DG Set & AMF Panel:

RUIDP ISOR 2023, 72.31 CPCB-IV complianced DG Sets

CPCB-IV complianced 250 kVA DG Set (Ref: 72.31.12) Each 1 3455990 Thirty Four Lacs Fifty Five Thousand Nine Hundred Ninety Rupees and No Paise 3455990

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 .

250 KVA (Ref: 72.29.5) Each 1 193773 One Lacs Ninety Three Thousand Seven Hundred Seventy Three Rupees and No Paise 193773

C. LT Panel & Starter:

NS LT Panel 415 V indoor IP-42 compartmentalized, 1.6 mm CRCA sheet for non load bearing member & 2 mm for load bearing member, front lockable hinged door, wall mountable, dust & vermin proof, epoxy coated, detachable gland plate, 630 A TPN Al. bus-bar, SCADA compatible (sufficient interposing relays, 2NO+2NC Aux. contactors, potential free contacts etc. as required) complete with all accessories and as below: Incomer: TPN 630A ACB 50 KA with adjustable over-load, short-circuit, instantaneous, earth fault, microprocessor based release draw out (motorised charging type), multi-function meter, Surge Protection Device (Type-1+2), indication lamps for R-Y-B, On-Off-Trip complete as required -2 Set Mechanical & Electrical interlock to be provided between incomers Outgoing: a) 250 A TPN MCCB 25 KA with O/L, S/C, Device, digital multi-function meter with RS485, indication lamps for R-Y-B complete as required - 3Set b) 83 KVAR (3x27+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 e) 32 A SPN MCB - 5 No’s Each 1 829200 Eight Lacs Twenty Nine Thousand Two Hundred Rupees and No Paise 829200

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.

90 KW (Ref: 44.6.7) Each 3 207482 Two Lacs Seven Thousand Four Hundred Eighty Two Rupees and No Paise 622446

D. 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 160 193 One Hundred Ninety Three Rupees and No Paise 30880

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

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

F. Wiring, Lighting & Accessories (for VCB Room, Pump House):

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

Surface Mounting (Ref: 66.4.2)

Minimum lumen output 4200 lm (Ref: 66.4.2.3) Each 16 3391 Three Thousand Three Hundred Ninety One Rupees and No Paise 54256

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 10000 lm (Ref: 67.11.4) Each 2 4941 Four Thousand Nine Hundred Forty One Rupees and No Paise 9882

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 8 5066 Five Thousand Sixty Six Rupees and No Paise 40528

G. RTU, Pressure Gauge & Cables:

RUIDP ISOR 2023, 43.12 Providing, Installation, Testing and Commissioning of Ultrasonic Level Transmitter : Principle : Time of Flight / Sensor MOC PP / Power Supply: 24 V DC / Output: 4- 20mA / Display: Integral display for programming and Display Reading / IP 66/ Accuracy ±1%

0 - 8 Mtr. (Ref; 43.12.2) Each 2 108441 One Lacs Eight Thousand Four Hundred Forty One Rupees and No Paise 216882

RUIDP ISOR 2023, 47.12 Compact RTU complete with DI, DO, AI and modbus communication ports and power supply. // Compact RTU for variable power supply using batteries, rechargeable batteries, solar or 10.8 V DC to 28.8 V DC with integrated modem; connection to control center via Tele Control Basic, DNP3, IEC60870-5-104 and Communcation protocols, on-board I/O (8 DI, 4 DQ, 4 AI), configuration and diagnostics per web interface, RJ45 port, mobile communications antenna (GSM/UMTS), Mini SIM card, with adapter Micro SIM card also, GPRS (Multi-slot Class 10), 35 mm DIN rail mounting, TCP/IP, DNP 3, Open VPN-Client. Panel Enclosure for Compact RTU Location, wall/floor mounted along with wiring and related accessories and arrangement of mounting of RTU, Modem and having IP-5X Protection. Panels shall be self-fabricate type only with Canopy. Each 1 123570 One Lacs Twenty Three Thousand Five Hundred Seventy Rupees and No Paise 123570

NS SMPS for Instruments & RTU suitable for input voltage 100 to 270 V AC, output voltage 24V DC - 10A complete as required at site and in line with Technical Specification. Each 1 7000 Seven Thousand Rupees and No Paise 7000

RUIDP ISOR 2023, 73.41 Providing & fixing Stainless Steel pressure gauge with dial of 150 mm dia size and range 0 to 20 kg/sq.cm with 3 / 8 " BSP bottom entry , Ball valve , SS Syphon tube all fittings etc, duly calibrated before installation in MKS and FPS units, Accuracy Level +/- 1% including Making Drilling in Existing MS Pipe Etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . Each 4 2698 Two Thousand Six Hundred Ninety Eight Rupees and No Paise 10792

RUIDP ISOR 2022, E111500 Providing and laying Stranded/ Flexible Annealede Bare copper conductor XLPE/PVC insulated suitably laid up together overall polyster taped Al (Mylar tape wrapped) along with ATC Drain wire overall PVC sheathed (ST-1) overall screened Pair armoured instrumentation Cables generally confirming to PAS 5308- Part-2-2009.

1.5 sq.mm (Ref; E111540)

1 pair (Ref; E111540A) Metre 100 121 One Hundred Twenty One Rupees and No Paise 12100

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 240 186 One Hundred Eighty Six Rupees and No Paise 44640

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

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

Electrical Works for Existing Main Pumping Station, Sewerage- Ferozepur

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:

Re-installation of Electrical Items due to shifting of Existing Transformer & DG Sets:

1. Capital Works ' CSR based Items

A. HT System for Transformer:

34.36 XLPE INSULATED HT CABLES:

34.36 A XLPE INSULATED HT ARMOURED CABLES (UNDERGROUND):

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

(v) HT Cable Overall size 120sq.mm (3Core) Metre 75 1846.4 One Thousand Eight Hundred Forty Six Rupees and Forty Paise 138480

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

(iii) Heat Shrinkable End Termination for cable size 120-185 sq. mm, 3Core (Indoor Type) Each 1 3581.2 Three Thousand Five Hundred Eighty One Rupees and Twenty Paise 3581.2

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

B. LT Cables & Accessories for Transformer & DG Sets:

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:-

(xxvii) Overall size 120 sq.mm (3.5 Core) Armoured (underground) Metre 40 1302.1999999999998 One Thousand Three Hundred Two Rupees and Twenty Paise 52087.99999999999

(xxx) Overall size 240 sq.mm (3.5 Core) Armoured (underground) Metre 205 1968.6 One Thousand Nine Hundred Sixty Eight Rupees and Sixty Paise 403563

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:-

(xxvii) Overall size 120sq.mm (3.5 Core) Armoured (Loose) Metre 40 922.3499999999999 Nine Hundred Twenty Two Rupees and Thirty Five Paise 36894

(xxx) Overall size 240sq.mm (3.5 Core) Armoured (Loose) Metre 100 1682.85 One Thousand Six Hundred Eighty Two Rupees and Eighty Five Paise 168285

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 20 1012.2 One Thousand Twelve Rupees and Twenty Paise 20244

(ii) Cable Tray Size 300mm x 50mm x 50mm (2mm thick) Metre 20 1381.8 One Thousand Three Hundred Eighty One Rupees and Eighty Paise 27636

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:-

(iii) Double Walled Corrugated HDPE Pipe 90/ 76mm (Outer/ Inner dia.) Metre 10 157 One Hundred Fifty Seven Rupees and No Paise 1570

(iv) Double Walled Corrugated HDPE Pipe 120/ 103.5mm (Outer/ Inner dia.) Metre 10 244 Two Hundred Forty Four Rupees and No Paise 2440

(v) Double Walled Corrugated HDPE Pipe 160/136mm (Outer/ Inner dia.) Metre 10 292 Two Hundred Ninety Two Rupees and No Paise 2920

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.

(ix) Brass Gland for Aluminium cable 3/3½/4 Core size 95-120sq.mm Each 4 238.8 Two Hundred Thirty Eight Rupees and Eighty Paise 955.2

(xii) Brass Gland for Aluminium cable 3/3½/4 Core size 240sq.mm Each 10 427.2 Four Hundred Twenty Seven Rupees and Twenty Paise 4272

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

(vii) Aluminium thimble cable Core size 120sq.mm Each 16 43 Forty Three Rupees and No Paise 688

(x) Aluminium thimble cable Core size 240sq.mm Each 40 100 One Hundred Rupees and No Paise 4000

C. Earthing for Transformer & DG Sets:

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

(b) Earthing with 7/14 S.W.G. (7/2.18mm dia.) G.I. rope in 20mm dia G.I. pipe with G.I. reducing socket 50mm x 20mm (upto 14 Metre in length) Each 12 5373.75 Five Thousand Three Hundred Seventy Three Rupees and Seventy Five Paise 64485

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

2.Capital Works ' Non-CSR based Items

A. HT System for Transformer:

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

C. Earthing for Transformer & DG Sets:

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. Dismantling & Re-installation Work:

NS Dismantling & re-installation of existing 500 KVA Transformer and existing 100 KVA & 160 KVA DG Set complete as required. Each 1 75000 Seventy Five Thousand Rupees and No Paise 75000

Capital Works 'Non CSR based Electrical Items (In Rs)

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