Augmentation and Rehabilitation of Water Supply System by Providing Tap Connections and Distribution Network at Abohar Town, District Fazilka, Punjab under AMRUT 2.0 Scheme

STANDARD BIDDING DOCUMENT FOR PROCUREMENT OF WORKS

Part -1: Augmentation and Rehabilitation of Water Supply System by Providing Tap Connections and Distribution Network at Abohar Town, District Fazilka, Punjab under AMRUT 2.0 Scheme

Project value: Part - A, B & C Percentage Rate Rs. 722.44 Lakhs

Name of Work :- Augmentation and Rehabilitation of Water Supply System by Providing Tap Connections and Distribution Network at Abohar Town, District Fazilka, Punjab under AMRUT 2.0 Scheme

Name of Bidder:

General Summary

S.No Particulars Total Amount (Rs)

Capital Works: Percentage Rate

1 CIVIL (PART-A)

2 MECHANICAL (PART-B)

3 ELECTRICAL (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 Select %

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

Amount In Words No Rupees and No Paise

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

Provisional Sum Amount (in Lakhs)

Sr. No. Description

(A) Provisional Sum : (Capital Cost)

1 Any other work or pipeline to be replaced or new line in newly developed area to be incorporated = 5 % of Dist.Pipeline Cost

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

3 Contingencies = 5 % of Capital Cost

5 Permission for National Highway (NH): Bank Guaranttee: 2.20 Lakh License Fee: 1.20 Lakh NH Trenchless Crossing: 45 m x 1 m =45 sqm x Rs.5725/ sqm Permission for Laying Pipeline along NH Along road (Pakka): 1 m x 1088 m =1088 sqm x Rs.4780/ sqm Along road (Kutcha): 1 m x 484 m =484 sqm x Rs.1000/ sqm

6 Permission of BT Bill: Forest dept.

7 Mandi Board: Along road (Katcha): 1 m x 843 m =843 sqm x Rs.300/ sqm

8 W.R.D. deposit work charges for providing Raw Water and Construction of Cross regulator if there is no existing cross regulator. (01 no. Crossing) 10

Sub Total (A) Provisional Sum

(B) PWSSB Charges and Cess :

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

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

9 Third Party Inspection Charges @ 0.92%

Sub Total (B) PWSSB Charges and Cess

Provisional Sum (NOT PART OF BIDDING)

S.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: No. I - Distribution Network

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 4079

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 4079

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

A DI pipe as per IS 8329 DI-K7

Pipe lines laid complete.

(b) 100 (for connecting scour valve) Mtr. 15

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

a DI Specials : Up to 300 mm.i/d. Kg 10459.57

b DI Specials : Above 300 mm.i/d. Kg 6271.68

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

B Class PN-1.6 as per ISI :

(b) 100 mm.i/d. Each 10

(c) 150 mm.i/d. Each 4

(d) 200 mm.i/d. Each 7

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

B Class PN-1.6 as per ISI

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

Fire Hydrants :

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

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

Jointing of DI pipes : For Specials :

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

(b) 100 mm.i/d.pipe lines. Each 10

(c ) 150 mm.i/d.pipe lines. Each 4

(d) 200 mm.i/d.pipe lines. Each 7

CI Surface Boxes :

28.32 Providing ,fixing and jointing Cast Iron surface boxes for sluice valve,Air valve,Fire hydrant etc.including all carriages complete. Kg 955

C.I.Indicating Plates :

28.33 Providing & Fixing C.I. indicating plates of size 100 mm.x 100 mm.for SV/FH including synthetic enamel paint & letters in white enamel paint fixing in the ground with angle iron of size 25 x 25 x 5 mm.,230 mm.height from ground including concrete block complete in all respect as directed by Engineer-in-charge. Each 23

Masonary Sluice Valve Chamber :

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

a Size 0.6 x 0.6 mtr Each 19

b Size 0.9 x 0.9 mtr Each 7

Difference in Rates of materials for valve chambers :

Bajri : Cum 13.48

From Mirthal 320 km

Coarse sand : Cum 9.07

From Lohand Khad 304 km

Bricks : 1000 no 10.11

Extra rate for OPC Cement Bags 101.75

Carriage of Materials :

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

Bajri : Cum 13.48

From Mirthal 320 km

Coarse sand : Cum 9.07

From Lohand Khad 304 km

Fine Sand: 20 Km. Cum 4.01

Bailing out of water :

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

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

Sub-Head: No. II - House Service Connection Without Water Meter

Earthwork Excavation :

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) Earth work up to 1.5 m.Depth

i All classes of soil except rocky cum 84

28.34 Providing ISI Marked G.M.ferrule as per IS : 2692,drilling and tapping cast iron pipe lines of all diameters and screwing in Ferrule and connections complete in all respect.

(b) 15 mm.i/d.Ferrule medium. Each 50

Brass Ball Valve :

28.44 Providing, fixing and jointing Brass Ball valves screwed with SS/BRASS ball & spindle & Teflon seats, on G.I. Pipe lines including all charges complete.

a 15 mm.i/d.Brass Ball valves Each 50 9863

GI Union Coupling :

28.4 Providing, fixing and jointing G.I Union Couplings(of approved make with the approval EIC) as per IS 1879 in G.I. Pipe lines complete in all respect.

a ) 15 mm.i/d.G.I.Union Each 50

Sub-Head: No. III - Dismantling of Road Work

Flexible pavements :

24.3 (a) Dismantling of flexible pavements thickness above 50 mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials seperately as per technical clause 202 of MORT& H specifications. Cum 431.85

Sub-Head: No. IV - Restoration of Road 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 288

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 288

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 57.54

At Labour Rate : 60% Cum 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 57.54

At Labour Rate : 60% Cum 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 320 km Cum

CSR ref. Less for difference in rates of materials :

For stone metal :

iii 63-45 mm Cum

iv 53-22.4 mm Cum

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 1527

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 1527

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 1527

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 1527

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 1527

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 320 km Cum

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

From Haryaal 350 km Cum

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

From Lohand Khad 304 km Cum

CSR Ref. Less for difference in rates of materials :

For stone metal

ii) 11.2 mm Cum

iii) Coarse Sand Cum

Carriage of materials :

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

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

i 300 Km. Tonne

ii 28 Km. Tonne 59.92

Sub-Head: No. V - Repair of Sedimentation & StorageTank

25.6 Making dewatering arrangement by pumping set 4"x 4" (Tractor driven) Hour 158

25.8 Removal / Clearance of slush from wet drains by mechanical means cum 18318

19.1 Dressing bed and preparation of sub grade for lining. Sqm 12212

19.2 Dressing side slopes and preparation of sub grade for lining. Sqm 17.55

10.11 (a) ii Cement concrete 1:4:8 with stone ballast 20mm gauge mixing by mechanical means using concrete mixer volumetric type cum 3630

AOR Providing, jointing and Laying LDPE Sheet over dressed sub-grade surface, complete in all respect as per direction of E-I-C Sqm 70

19.23 Cement concrete lining 15cm thick or less for irrigation channels, using cement concrete 1:2:4 (M-15)

(b) Machine mixed concrete lining on side slopes for vertical height upto 3.5 m. cum 1942.8812652439024 4307.98

Difference in Rates of materials for valve chambers :

Coarse sand : Cum

Extra rate for OPC Cement Bags

Carriage of Materials :

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

Coarse sand : Cum 1500.46876402439

Disposal/carraige of Silt upto 5Km (80% of Slit) Cum

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

G.Total: (Rs) (CSR items amount + 5.35 %)

2. Capital Works NON CSR based Items (Part -A) - CIVIL

Sub-Head: No. I - Distribution Network

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

6.6.1 Class PN 1.0

Sub-Head: No. II - House Service Connection Without Water Meter

(Composite Strap Saddle for DI/CI Pipes)

NS (Based on Govt.of Telengana CSR 2023-24 Part-IV Ch.no.16 HDPE Fittings B ) Supply and Fixing of Composite Strap Saddle shall be of wrap around design, PN-16 rating. Body shall be manufactured using virgin compounded PE80/PE100 polymer with Stainless steel 304 grade stirrup plate mounted with PE traps(Engineering plastic) with Nut bolt joint. Sealing between the saddle and mains shall be obtained by using an elastomer seal(Underneath projection for self interlocking).The cost shall include testing of all materials, labour, inspection charges, transportation up to site, transit insurance, loading, unloading, stacking, providing and fixing etc. Complete as specified and directed by the Departmental Engineers, but excluding all taxes.

(Main pipe outer diameter in mm)

Female Thread Adaptors :

NS (Based on RUIDP SOR 2023 Code no.2352 Annexure - C -Materials and Labour Rate is based on Punjab CSR 2020) Polypropylene Compression connector with Metal Insert Female Thread Adaptor with SS304 material, Polypropylene Nut / Cap, Packing bush, NBR “O” ring, pressure rating PN 12.5 and for drinking water applications

15 mm.connection Each 50

Double Compression Elbow :

NS (Based on RUIDP SOR 2023 Code no.2353 Annexure - C -Materials and Labour Rate is based on Punjab CSR 2020) Double Compression Elbow with Polypropylene Nut / Cap, packing bush, Clip Ring-POM (Acetylic resin ), “O” ring – NBR, Pressure rating PN 12.5 for drinking water applications for user connection

15 mm.connection Each 100

NS (Based on RUIDP SOR 2023 Code no.2347 Annexure - C -Materials and Labour Rate is based on Punjab CSR 2020) MDPE Pipe PN -6 : 20 mm.dia. Metre 250

For 15 mm.connection

Sub-Head: No. VI - Trenchless Crossing Works

Based on CSR & NS Providing & Fixing/Lowering, Testing & Commissioning of spirally welded / ERW /SAW / fabricated M.S.Casing Pipes of dia. 1200 mm i/d of thickness 16.0 mm & DI K-7 of dia. 500 mm i/d. with specials (Commercial Quality) below National Highway with Trenchless Crossing Method as per NH/SH deparment standards and specifications including excavation & filling of Pit, Dewatering arrangement, Supporting system for soil, as required and jointing the same inside the trench / over ground by means of electric arc welding using standard electrodes as per I.S. specification including gas cutting to required size with automatic welding machine and pipes as per IS : 3589 and IS : 5504 as applicable specifications, complete as per direction of the Engineer-in-charge. (No negative tolerance in thickness is permissible). Also, providing cement concrete 1:2:4 inside MS Casing for cushioning of carrier pipe, with stone ballast or shingle, mixing by Mechanical means using concrete mixer volumetric type all required materials & labours, Tools & Plants, equipments, etc. with required all necessary accessories to complete the work in all respect as per Guidelines & specification of NH department and as per specification given in the bid documents including for proper completion of work as per instruction of Engineer-in-charge. Metre 45

Sub-Head: No. VII - Canal Crossing Arrangements

Based on CSR & NS Supply & Fixing/Lowering, Testing & Commissioning of spirally welded / ERW /SAW / fabricated M.S.Pipes of dia. 800mm i/d of thickness 12 mm with specials (Commercial Quality) over culvert/bridge, etc. as per actual site requirement including excavation as required and jointing the same over ground by means of electric arc welding using standard electrodes as per I.S. specification including gas cutting to required size with automatic welding machine and forming " V " edge on both ends of pipes as per IS : 3589 and IS : 5504 as applicable specifications, complete as per direction of the Engineer-in-charge. (No negative tolerance in thickness is permissible). Also including, Saddle Support (300mm x 300mm x 300mm) @ 2.5 Mtrs. C/C through out crossing of MS Pipe and Thrust Blocks (300mm x 300mm x 300mm) at both the ends of crossing with reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator including cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) steel reinforcement, centring and shuttering, all required materials & labours, Tools & Plants, equipments, etc. with required all necessary accessories to complete the work in all respect as per Guidelines & specification of Department of Water Resources/Irrigation/Drainage and as per satisfaction of Engineer-in charge. (The Engineer-in-charge shall approve the electrodes for arc welding before use for laying over ground,the rates shall be reduced by 10% and that is inclusive of holding arragements) Metre 35 _-* #,##0.63_-;\-* #,##0.63_-;_-* "-"??_-;_-@_-

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

Capital Works (Part - A) " Civil "

CSR based amount after adding 5.35% (In Rs)

Non - CSR based amount (In Rs)

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

Nihal Singhwala Town: Estimation for Drilling of Tube Well (04 No's x 100 Mtrs.)

Unit Cost :(Rs.in lakhs.)

S. No. CSR Ref. Description Unit Total Qty. Total Rate Amount

Excavation for Pits :

1 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,including all lifts and combined lead up to 30 m. Cum 34 12131

(Digging of Pits of size 35' x 30' x 6'= 6300 cft = 6300 x 0.02831 = 178.40 cum )

Reverse Rotary Rig :

2 28.85E Drilling of 500mm dia bore with Reverse Rotatry Rig in all kinds of soil including the cost of consumable stores, fuel oil and transportation of rig to the site. complete in all respect

a Drilling of 500mm dia bore with Reverse Rotatry Rig Upto 150 m depth BGL Mtr. 200 239263

Housing Pipe : (MS)

3 28.74 A Supplying, lowering of MS Pipe as per IS:4270-2001 including MS sockets having dimensions as per IS code duly welded with MS electrode to have extra strength to lower the pipe into tubewell bore.

(f) 300mm nominal diameter (weight 62.3 kg per metre) 8.0 mm thickness Mtr. 122 783434

Well Casing Pipe :

( e) 300mm nominal diameter (weight 62.3 kg per metre) 8.0 mm thickness Mtr. 30 192648

Well Screen Pipe :

4 28.75 A Supplying, Fixing & lowering of Stainless Steel Cage type wire wound screen as per IS:8110-2000 or latest ISI marked Duly welded with suitable grade S.S welding electrode.to lower the strainer into tubewell bore.

( w) 300mm Steel Strainer (slot size 0.75mm) 8.00 mm thickness Mtr. 40 748027

5 Supplying & fixing of M.S Clamp of size 150 mm X 12 mm made out of MS Flat 1.52 m long, suitable to fit Housing pipe including the cost Nut & Bolts of Suitable size complete in all respect. Each 2 5346

6 Supplying, lowering & fixing of M.S Special socket to connect S.S Strainer to M.S Pipe duly welded with suitable grade welding electrode complete in all respect.

( e) 300mm internal diameter Each 12 16856

Centering Guide :

7 Supplying and fixing mild steel centering guides made out of 32mm x 6mm thick M.S. bar complete in all respects. Each 20 5816

8 28.79 A Supplying & Fixing of bail plug of M.S pipe complete with inverted U-hook attched to the bottom plug complete in all respect

(e) 300mm internal diameter (weight 62.3 kg per metre) 8.0 mm thickness Mtr. 10 45522

9 Supplying & Fixing of well cap having thread to fix on housing pipe complete in all respect.

(e) 300mm internal diameter Each 2 3411

10 Supplying at site Wooden Box of suitable size with Lid & locking arrangment for preserving strata sample collected from the bore. Each 2 1155

Develp. & Stabilz.of TW : (Air Compressor)

11 Development and Stabilizing of the tubewell with air compressor of required capacity as directed by the engineer-in- charge including cost of tools, appliances & consumable to the satisfaction of Engineer-in-charge.

(b) Capacity of Air compressor 500 cfm at 150 PSI Hour 32 165706

Develp. & Stabilz.of TW : (Submersible Pump)

12 Development and Stabilizing of the tubewell with submersible pump of required capacity as directed by the engineer-in- charge including cost of tools, appliances & consumable to the satisfaction of Engineer-in-charge. Hour 32 57955

Making Temporary Water Supply Arrangement :

13 Making temporary water supply arrangement for drilling of tubewell with reverse rotary rig till completion of bore & packing of gravel

Depth of temporary bore up to 90 m. Mtr. 180 101160

Supplying of Gravel of 1/16" to 1/8" size :

14 Supplying at site of gravel 1/16" to 1/8" sizes including pouring and packing in the annular space between the pipes assembly and the bore.The gravel should be free from dust,dirt or the vegetable manner as per IS : 4097/1967 with latest ammendments.( to be paid as per actual length of pipe) Cum 1663 43121

Carriage of Materials :

15 5.2 (i) Earth, Surkhi, Sand, Earth, Fly Ash, Bajri, Ballast, Stone Boulders, Kanker and Building Rubbish, Earth.

Gravel : Lead distance from Lohand Khad : 174 km Cum 15333

Making Electric Logging of Borehole :

16 Making electric Logging of borehole with electronic well logger including cost of equipment at site etc.complete in all respect. Each 2 31697

Total : (Rs) 2468581

Total amount after adding 5.35% : (Rs)

Total TWs required No.

Estimation of Pump Chamber for Tube Well

S.no. CSR ref Description Unit Total Qty (Rs) (Rs.)

Earthwork excavation :

1 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 meter depth including dressing of bottom and sides of trenches,stacking the excavated soil clear from the edges of excavation and subsequent filling around masonary in 15 cm. layers with compaction including disposal of all surplus soil as directed within lead of 30 meters. cum 182 6704

2 Cement concrete 1:6:12

(b) With stone aggregate 40 mm gauge

ii mixing by mechanical means using concrete mixer volumetric type. cum 3290 22208

Brick work in CM 1:7 :

3 11.1 (i) First Class burnt brick laid in cement sand mortar 1:7 in foundation and plinth. cum 4886 125307

DPC 40 mm.thick :

4 Damp proof course 4 cm. thick of cement concrete 1:2:4 with two coats of bitumen 20/30 penetration at 1.65 kg./sqm. Laid hot and sanded. sqm 331 2620

Brick Work in CM 1:5 :

5 First Class burnt brick laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level. cum 5151 149726

DPC 20 mm.thick :

15.50 (a) 20 mm. thick cement plaster in damp proof course 1:3 with two coats of bitumen at 1.65 kg/sqm. Laid hot and sanded.

6 (a) Vertical sqm 360 3339

7 Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixture as per IS : 1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in superstructure. cum 5902 35194

Specially Moulded Brick work :

8 Extra for specially moulded brick work in circular work such as well shafts,circular sumps,pump chambers etc.in which specially moulded or cut bricks have to be used but for which no centering or supports are required upto 4.5 metre internal Diameter. cum 4.24 1319

Doors & Windows Shutter :

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

9 (a) 40mm thick. sqm 3878 34518

17.17 (ii) Wire gauge door shutter with Kail wood without springs housed in chowakats. ( Single Leaf)

10 (a) 35mm thick sqm 3052 12525

Aluminium Fittings :

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

11 (ii) For shutter area above 0.50 sqm sqm 111 1639

Iron Work for Grills :

12 18.4 Wrought iron and mild steel ladders,framed grills,grating etc.with ends of bars,riveted or welded or forged,framed window guards,barred iron doors,stair case,iron railing including cost of bolts and nuts or screws or welding rod,complete fixed in position. Qtl 0.78 7129

For Window Iron Grills.

Earth Filling :

13 6.8 (a) (i) Earth filling under floors with surplus ordinary soil or soil containing gravel or kanker upto 40% excavated from foundation and taken only from outside the building plinth in 15 cm. layers including ramming,watering and consolidating lead upto 30 metres. cum 63 1677

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

14 (a) R.S.Joists Qtl 6496 13057

15 ( c) Tees, angles and channels. Qtl 5930 824

Centering and Shuttering for Roof :

16 9.8 Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. sqm 532 18949

Centering and Shuttering for Beam :

17 Centring and shuttering for sides and soffits of beam, beams launchings girders bressumers, lintels sqm 11.84 4499

Conglomerate Floor :

18 Conglomerate floor 40 mm.thick over cement concrete 1:2:4 on 100 mm.thick cement concrete 1:8:16 with stone aggregate 40 mm. gauge and 100 mm.sand filling using mechanical mixer for mixing of material. sqm 708 41016

Floating Coat :

19 Floating coat of 1.5 mm thick neat cement laid in one operation to the topping. sqm 29 1680

20 Applying pink primer or aluminum priming coat on wood work including preparation of surface knotting and stopping etc. sqm 28 754

21 16.17 Painting two coats excluding priming coat with synthetic enamel paint in all shades on wood work.metallic or plastered concrete surface to give an even shade. sqm 66 6074

22 Applying priming coat with metal primer on new steel or iron work including preparation of surface. sqm 24 378

23 Cement concrete 1:2:4 gola 10 cm.x10 cm. concave quadrant along junction of roofs with parapet wall finished smooth where specially specified. m 30.72 1997

24 12.5 mm. thick cement plaster 1:4 sqm 189 52509

25 20 mm. thick grey polished skirting or dado consisting of bottom layer of 16 mm. thick cement sand plaster 1:3 and finished 3 mm.thick topping of neat cement rubbed and polished including rounding of junction with floors. sqm 566 10720

26 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 720 19197

27 White washing (Three coat) sqm 26.94 404

28 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 standard drawing and suitable to withstand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing,including fixing in manholes with 230 x150 x75cm. cement concrete block 1:2:4 ( 1 cement : 2 sand: 4 stone aggregate) complete as per design. each 24 5016

Rain water pipe :

29 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 6.7 1554

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 6Kgf/cm2

31 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 4 540

Upvc Coupling/socket :

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

(a) UPVC 110 mm bend each 4 336

33 Distempering with dry distemper of approved manufacture two or more coats over one priming coat to give an even shade. sqm 63 4979

Cement Primer :

34 16.31 Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface. sqm 180.22 3785

Exterior Paint :

35 Finishing walls with cement based water soluble exterior paint such as snowcem,robbiacem etc. two or more coats to give an even shade. sqm 180.22 14418

Prepartion of Plastered Surface :

36 16.6 Preparation of plastered surfaces for distempering including surface applying filling with approved quality filler consisting of plaster of paris and chalk mitti including finishing the surface to the required finish complete. sqm 79.02 4820

37 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 2 190

38 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 6497 34616

2.96 cum @ 90kg/cum = 266.40 kg.

Steel Chowkats :

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

39 (a) Doors and windows frame of size 118 mm x 60 mm. with 40 mm. wide single rebate weighing 3.43 kg. per meter. m 11 5192

40 (c) Doors and windows frame of size 151mm x 60 mm. with 35 mm. wide double rebate weighing 3.95 kg. per meter. m 22.4 11894

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

41 (b) Glass panes 4 mm. or 10.75 kg / sqm exceeding 0.4 sqm of area. sqm 598 2778

Ceiling Plaster :

42 Plastering on under side of ceiling 10 mm. thick cement plaster 1:3 sqm 184 5026

43 NS Providing & Fixing FRP dome opening of size 4'-6" x 4'-6". sqm 3.7 4518

Construction of Gravel Pit :

45 Construction of Gravel Pit outside the Pump Chamber.(0.90 m.Dia.) as per standard design & drawings of public health department. Each 2 33674

Diff.Rates of materials :

45 Coarse sand : Cum -2713.88

46 Bricks : 1000 no 437.34

47 Tiles : 1000 no 21.9

48 Steel Qtl 933.24 4972.3

49 Extra rate for OPC Cement Bags 199 5655.58

Carriage of materials :

5.2 (i) Earth,Surkhi,Sand,earth,fly ash, bajri,ballast,stone boulders,kankar and building rubbish,earth

50 Bajri : Cum 16027.3

51 Coarse sand : Cum 11941.2

CSR Items Amount : ( Rs) 739564 750218

Non - CSR Items Amount : ( Rs) 4518 4518

Addition of 5.35 % over CSR items Amount : ( Rs)

CSR Items Amount + 5.35 % Addition + Non CSR Items amount : ( Rs)

MECHANICAL WORKS

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

1. Capital Works CSR based Items (Part -B) - MECHANICAL

Sub Head No - I - Clear Water Pump related fitting and Valves

DI flanged Pipe

28.23. Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Double Flanged pipes with screwed flanged as per IS:83292000, Class-K9 and laying the same in trenches to correct alignment and gradients,jointed with nut bolts and rubber insertion joints fitted complete including allcartage

k 500mm i/d pipe lines laid complete Mtr 6

j 450mm i/d pipe lines laid complete Mtr 6

i 400mm i/d pipe lines laid complete Mtr 6

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

b D.I.specials above 300 mm. i/d. Kg 885

Non Return Valve

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

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

i 400 mm. i/d. Non Return Valve Each 1 #,##0.40_ ;\-#,##0.40\

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

B(h) 400 mm. i/d. Sluice Valves flanged(PN-1.6) Each 1

B(i) 450 mm. i/d. Sluice Valves flanged(PN-1.6) Each 1

Sub Head No - II - RAW WATER PUMP

DI flanged Pipe

28.23. Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Double Flanged pipes with screwed flanged as per IS:83292000, Class-K9 and laying the same in trenches to correct alignment and gradients,jointed with nut bolts and rubber insertion joints fitted complete including allcartage

k 500mm i/d pipe lines laid complete Mtr 2

h 350mm i/d pipe lines laid complete Mtr 3

i 400mm i/d pipe lines laid complete Mtr 2

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

b D.I.specials above 300 mm. i/d. Kg 866

Non Return Valve

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

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

i 350 mm. i/d. Non Return Valve Each 1

Capital Works ' CSR based Mechanical 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

G.Total: (Rs) (CSR items amount + 5.35 %)

Sub Head No - I - Clear Water Pump related fitting and Valves

Dismantling joint

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

400 mm dia Each 1

450 mm dia Each 1

500 mm dia Each 1

Bulk Flow Meter

RUIDP 2023, 19.71 Providing, installation, testing and commissioning of Bulk Flow Meter with removable mechanism class "B" confirming to ISO: 4064/1 including all materials (excluding CI/DI fittings) and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipe line etc complete in all respect as per technical specification and as per direction of Engineer.

BFM500 for DN 500 mm Each 1

CI Puddle collar

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

450 mm dia Each 1

500 mm dia Each 2

Sub Head No - II - RAW WATER PUMP

Horizontal Centrifugal Split Casting pump

RUIDP SOR 2023,19.98.97 Supply, delivery at site with necessary packing, receiving, unloading, shifting, storing, installation, testing and commissioning of Horizontal Centrifugal Split Casting pumps with motor as per IS 12615-2011 or amended up to date, CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts etc. complete with all respect as per the specification

Discharge 870 Cum/hr and head 18 mtr Each 1

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

3 MT Capacity (Span 9 M and Lift 6 M) Each 1

Motorised Sluice Valve :

RUIDP SOR 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

400 mm dia. Each 1

350 mm dia Each 1

NS Installation of Existing Pump and motors with its related componets including electric panel as per direction of Engineer incharge. Each 1 _-* #,##0.99_-;\-* #,##0.99_-;_-* "-"??_-;_-@_-

Capital Works ' NON CSR based Mechanical Items (In Rs)

Capital Works (Part - B) " Mechanical"

CSR based amount after adding 5.35% (In Rs)

Non - CSR based amount (In Rs)

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

ELECTRICAL WORKS

S.No. CSR Ref. Description Unit Qty Rate (Rs) Rate (Rs. In Words) Amount (Rs)

1.Capital Works CSR based Items (Part - C) - ELECTRICAL

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:

A. LT Cables & Accessories:

34.10 A XLPE INSULATED ARMOURED CABLES (UNDERGROUND):

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

(xxvii) Overall size 120 sq.mm (3.5 Core) Armoured (underground) Metre 75

(xxx) Overall size 240 sq.mm (3.5 Core) Armoured (underground) Metre 100

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:-

(xvi) Overall size 120sq.mm (3 Core) Armoured (Loose) Metre 25

(xix) Overall size 240sq.mm (3 Core) Armoured (Loose) Metre 25

34.25 CABLE TRAY:

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

(i) Cable Tray Size 150mm x 50mm x 50mm (2mm thick) Metre 30

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:-

(iv) Double Walled Corrugated HDPE Pipe 120/ 103.5mm (Outer/ Inner dia.) Metre 20

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 2/3/4 core size 95-120 sq. mm Each 6

(xii) Brass Gland for Aluminium cable 2/3/4 core size 240 sq. mm Each 6

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 18

(x) Aluminium thimble cable Core size 240sq.mm Each 18

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

(b) Earthing with 7/14 S.W.G. (7/2.18mm dia.) G.I. rope in 20mm dia G.I. pipe with G.I. reducing socket 50mm x 20mm (upto 14 Metre in length) Each 6

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:-

25mm x 3mm G.I. ( Hot Dipped ) Strip (Ref: 63.5.14) Metre 150

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

G.Total: (Rs) (CSR items amount + 5.35 %)

2. Capital Works NON CSR based Items (Part - C) - ELECTRICAL

A. LT Panel with Starter:

NS LT Panel-1 (for Clear Water Pumping Station- Existing) 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, 400A TPN Al. bus-bar, SCADA compatible (sufficient interposing relays, 2NO+2NC Aux. contactors, potential free contacts etc. as required) complete with all accessories and as below: Incomer: 315 A TPN MCCB 25 KA with O/L, S/C, Surge Protection Device, digital multi-function meter with RS485, indication lamps for R-Y-B, On-Off-Trip complete as required - 1 Set Outgoing: a)250 A TPN MCCB 25 KA with O/L, S/C, indication lamps for R-Y-B complete as required - 1Set b) 33 KVAR heavy duty Capacitor with MCCB, capacitor duty contactor, indication lamps complete with all accessories and as required - 1 set c) 32 A TPN MCB - 2 No's d) 32 A SPN MCB - 2 No’s Each 1

NS LT Panel-2 (for Raw Water Pumping Station) 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, 250A TPN Al. bus-bar, SCADA compatible (sufficient interposing relays, 2NO+2NC Aux. contactors, potential free contacts etc. as required) complete with all accessories and as below: Incomer: 250 A TPN MCCB 25 KA with O/L, S/C, Surge Protection Device, digital multi-function meter with RS485, indication lamps for R-Y-B, On-Off-Trip complete as required - 1 Set Outgoing: a) 200 A TPN MCCB 25 KA with O/L, S/C, indication lamps for R-Y-B complete as required - 1Set b) 23 KVAR heavy duty Capacitor with MCCB, capacitor duty contactor, indication lamps complete with all accessories and as required - 1 set c) 32 A TPN MCB - 2 No's d) 32 A SPN MCB - 2 No’s Each 1

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.

75 KW (Ref: 44.6.6) Each 1

110 KW (Ref: 44.6.8) Each 1

B. Provision of 250 A & 315 A MCCB in Existing Panel (in place of existing 2 no's 32 A Spare MCCB feeder):

RUIDP ISOR 2023, 58.3 SITC of 3 /4 pole current limiting Moulded case circuit breaker (MCCB) made of flame retardent & heat resistant material having following current rating, short circuit breaking capacity at 440/415 V, 50 Hz; O/L & S/C settings , conforming to IS/IEC 60947 P -2 :2003 with front face and centralised adjustable, trip free mechanisum, true contact position indicator, line load interchangeability, designed for both horizontal & vertical mounting without any adverse effect on electrical performance, suitable for operation upto 55 degree and without derating upto 40 degree, pollution degree 3, having positive isolation capability, push (test) to trip, trip time less then 10 ms under s/c condition, Breaking capacity Ics = 100% ICU. U imp =8 KV, rated insulation voltage 690 V. provision for UVR , shunt trip , earth fault trip, door interlock, pad lock & rotary handle , including making connections etc. as required.OEM shall have submit NABL / CPRI / ERDA accrediated lab type test certificate before execution All as per pre approved by Engineer in-charge. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR

4 pole MCCB With Thermal Magnetic release (Ref: 58.3.3)

250 Amp , 35 kA, adjustable O/L & adjustable S/C setting, (Ref: 58.3.3.6) Each 1

315 Amp , 35 kA, adjustable O/L & adjustable S/C setting, (Ref: 58.3.3.8) Each 1

RUIDP ISOR 2023, 57.2 Copper (IEC 60028) bus bar by means of SMC / DMC type insulator with standard short circuit withstand capacity , high tensile nuts and bolts spring washers in existing panel including bending , cutting in required shape and size and colour coding with heat shrinkable PVC sleeves. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .

Electrolytic grade Aluminium bus bar 6010 grade (Ref: 57.2.1) kg 10

NS Dismantling of existing 32A TPN MCCB in existing Panel LS 2

C. Pressure Gauge:

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 2

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

Capital Works (Part - C) " Electrical "

CSR based amount after adding 5.35% ( In Rs)

Non - CSR based amount ( In Rs)

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