Providing Tap Connection to consumers, Extension and Augmentation of Water Supply System at Bhadson for Distribution Network, Installation of Tubewell and Construction of 1.0 Lakh Gallon OHSR under AMRUT 2.0 Scheme, Part 1

STANDARD BIDDING DOCUMENT FOR PROCUREMENT OF WORKS

Providing Tap Connections to consumers, Extension and Augmentation of Water Supply System at Bhadson for Distribution Network, Installation of Tube well and Construction of 1.0 Lakh Gallon OHSR under AMRUT 2.0 Scheme, Part-1

Project value: Capital Cost : Part - A, B & C Percentage Rate Rs. 501.42 Lakh

Name of Work :- Providing Tap Connections to consumers, Extension and Augmentation of Water Supply System at Bhadson for Distribution Network, Installation of Tube well and Construction of 1.0 Lakh Gallon OHSR under AMRUT 2.0 Scheme, Part-1

Name of Bidder:

General Summary

S.No Particulars Total Amount (Rs)

Capital Works: Percentage Rate

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. 319.94 20.54

Percentage Above/Below/At Par At Par %

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

Amount In Words

4 OHSR: Construction of 1.0 Lakh Gallons (4.546 Lakh Litres) Unit Rate (in Rs.) Rate (Rs. In Words)

a Extra and above the rates demanded in Sr. No. 160 (Sub Head No.- VIII) above for increase in height of OHSR staging. Rs Per Mtr. No Rupees and No Paise

b Less from the rates demanded in Sr. No. 160 (Sub Head No.- VIII) above for decrease in height of OHSR staging. Rs Per Mtr. No Rupees and No Paise

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

Provisional Sum

Sr. No. Description Unit Qty Amt. (Rs.lakh)

Provisional Sum :

1 Electrical connection charges : 1.33

3 Price Escalation = 3.75 % of Capital Cost 0.0375 18.80341252537924

5 B & R Deposit Works 15

Sub Total - IV Provisional Sum

Admin Charges and Cess :

6 Contingencies Charges on work @ 1% ( To be paid on actual limited to maximum @ 1% of Capital cost) 0.01 5.014243340101131

7 PWSSB ( Admin ) Charges @ 6 % on Capital Cost 0.06 30.085460040606783

8 Third Party Inspection Charges @ 0.92% 0.0092 4.61310387289304

Sub Total -V Admin Charges and Cess

Provisional Sum :

P Providing Tap Connections for consumers by Augmentation and Rehabilitation of Water Supply System & Construction of New OHSR 1.0 Lakh Gallon at Bhadson Dist : Patiala for Distribution Network (Part-1) under AMRUT 2.0 Scheme.

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- Drilling of Tubewell

Excavation for Pits :

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,including all lifts and combined lead up to 30 m. Cum 177.52098 34 Thirty Four Rupees and No Paise

(Digging of Pits of size 35' x 30' x 6'= 6300 cft = 6300 x 0.02831 = 177.52 cum )

Reverse Rotary Rig :

28.85 A Drilling of 675 mm 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 675 mm dia bore with Reverse Rotatry Rig Upto 150m depth BGL. Mtr. 150 1347.7212000000002 One Thousand Three Hundred Forty Seven Rupees and Seventy Two Paise

(b ) Drilling of 675 mm dia bore with Reverse Rotatry Rig Beyond 150m depth BGL up to 300 Mtr. Mtr. 50 1769.1264 One Thousand Seven Hundred Sixty Nine Rupees and Twelve Paise

Housing Pipe : (MS)

28.74 B 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 compete in all respect.

(f) 300mm nominal diameter (weight 62.3 kg per metre) 8.0 mm thickness Mtr. 80 6421.59 Six Thousand Four Hundred Twenty One Rupees and Fifty Nine Paise

Special Socket :

28.76 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.

(c) 200mm internal diameter Each 6 975.394 Nine Hundred Seventy Five Rupees and Thirty Nine Paise

28.77 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 1 2673.23 Two Thousand Six Hundred Seventy Three Rupees and Twenty Three Paise

28.79 C Providing and fixing M.S. taper/ reducer made out of 6mm thick M.S. sheet complete in all respect.

b Reducer 300mm x 200 mm Each 1 2805.54

MS Blind pipe :

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 in to tubewell bore.

(d) 200mm nominal diameter (weight 41.6 kg per metre) 8.0 mm thickness Mtr. 80 4377.8279999999995 Four Thousand Three Hundred Seventy Seven Rupees and Eighty Two Paise

SS Cage type screen :

28.75 A Supplying,lowering of Stainless Steel Cage type wire wound screen as per IS : 8110-2000 or latest with SS socket to connect Strainer to Strainer Duly welded with suitable grade S.S. welding electrode lower the strainer in to tubewell bore.

o 200 mm. Steel Strainer (slot size 0.75) 6.30 mm. thickness. Mtr. 30 11690.63

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

28.81 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 550 cfm at 600 PSI Hour 24 5178.305400000001 Five Thousand One Hundred Seventy Eight Rupees and Thirty Paise

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

28.82 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 16 1811.0982000000001 One Thousand Eight Hundred Eleven Rupees and Nine Paise

Making Temporary Water Supply Arrangement :

28.86 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. 60 545.63 Five Hundred Forty Five Rupees and Sixty Three Paise

Centering Guide :

28.89 Supplying and fixing mild steel centering guides made out of 32mm x 6mm thick M.S. bar complete in all respects. Each 6 290.79 Two Hundred Ninety Rupees and Seventy Nine Paise

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

(c) 200 mm.internal diameter (weight 41.6 kg./metre) 8.00 mm. thickness. Each 1 3996.1879999999996 Three Thousand Nine Hundred Ninety Six Rupees and Eighteen Paise

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

(e) 300mm internal diameter Each 1 1705.48

28.78 Supplying at site Wooden Box of suitable size with Lid & locking arrangment for preserving strata sample collected from the bore. Each 1 577.63 Five Hundred Seventy Seven Rupees and Sixty Three Paise

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

28.88 Supplying at quarry site of gravel of 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 66.8447468129047 1663 One Thousand Six Hundred Sixty Three Rupees and No Paise

Carriage of Materials :

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

Gravel : Lead distance : 105 km

60 Cum 66.8447468129047 397.49783100000013 Three Hundred Ninety Seven Rupees and Forty Nine Paise

Making Electric Logging of Borehole :

28.87 Making electric Logging of borehole with electronic well logger including cost of equipment at site etc.complete in all respect. Each 1 15848.57 Fifteen Thousand Eight Hundred Forty Eight Rupees and Fifty Seven Paise

Construction of Gravel Pit :

28.64 Construction of Gravel Pit outside the Pump Chamber.(0.90 m.Dia.) as per standard design & drawings of public health department. Each 1 16836.95 Sixteen Thousand Eight Hundred Thirty Six Rupees and Ninety Five Paise

Sub Head No:- II- Distribution Network and Rising Main

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 5007 169.03

2 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 5007 99.1

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

A DI pipe as per IS 8329 DI-K7

Pipe lines laid complete.

Note : DI K-7 Pipe rate is amended as per A & C Slip No.6 Annexure-B1 / Dated : 09-06-2023

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.

B DI pipe as per IS 8329 DI-K9

Pipe lines laid complete.

Note : DI K-9 Pipe rate is amended as per A & C Slip No.6 Annexure-B1 / Dated : 09-06-2023

5 DI Specials :

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 5654.987021030135 115.81

6 Sluice Valve :

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 :

Sluice valves flaged.

7 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 4 11887.03

8 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.)

(a) 80 mm.i/d.pipe lines. Each 4 82.9

(b) 100 mm.i/d.pipe lines. Each 15 88.83

(c ) 150 mm.i/d.pipe lines. Each 5 94.75

(d) 200 mm.i/d.pipe lines. Each 1 100.67

9 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 1217 68.32

10 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 25 239.39

11 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 24 5305.96

b Size 0.9 x 0.9 mtr Each 1 7828.67

12 Difference in Rates of materials for valve chambers :

Coarse sand : Cum 6.53 -143.79679999999985

From Lohand Khad

Steel Qtl 1.82 933.24

Cement Bags 66.98 28.42

13 Carriage of Materials :

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

From Mirthal 218 km

Coarse sand : Cum 6.53 510.25090000000006

From Lohand Khad 102 km

14 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 12 947.82

Sub Head No:- III- 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 3138.24 169.03

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 1868 457.81

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 1868 254.99

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 1868 91

(Note : One GI Union Coupling is for Ball valve )

Sub Head No:- IV- House Service Connection (Only Water Meter)

28.46 Providing,fixing & jointing water meter of approved make as per IS : 779 /94 in G.I.pipe line,including, cutting and threading pipe,including,cost of water meter but excluding cost of specials in all respect complete.

a 15 mm size Each 1868 1221.96

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 1868 91

(Note : One GI Union Coupling is for Ball valve )

Sub Head No:- V- Dismantle of Road Work

Dismantling of 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 453.6625 292

Dismantling concrete :

8.6 (d) Cement concrete plain 1:2:4 mix Cum 550 1365

8.6 (a) Lime concrete,cement concrete 1:6:12 or leaner mix. Cum 827 412

Dismantling Interlock Paver Block flooring.

8.19 Dismantling brick or flagged stone flooring without concrete base. Sqmt 701 28

Dismantling Interlock Paver Block flooring.

8.43 Taking out existing CC interlocking paver blocks from footpath/ central verge/pavement,including removal of rubbish etc., disposal of unserviceable material to the dumping ground,for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. Sqmt 942 107

Sub Head No:- VI- 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 547.81 77

Restoration of CC.Road : CC.1:2:4

10.13 Cement concrete 1:2:4

a With stone ballast or shingle

ii mixing by mechanical means using concrete mixer volumetric type. Cum 637.1625 4670

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

10.7 Cement concrete 1:8:16

b With stone aggregates 20 mm gauge

ii mixing by mechanical means using concrete mixer volumetric type.

At Through Rate : 40% cum 379.12 3139

At Labour Rate : 60% cum 568.68 1316

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 57.4315 652.9

Carriage of materials :

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

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

From Mirthal 218 km Cum 882.407 703.4394000000001

From Lohand Khad 102 km Cum 533.7146250000001 510.2509

CSR Ref. Difference in rates of materials :

iii) Cement Bag 4824 28.42

Interlock Paver Block :

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

At Through Rate : 30% Sqmt 294.75 676

At Labour Rate : 70% Sqmt 687.75 134

Dry Brick Paving :

29.23 First class dry brick on edge flooring or paving in ordinary bonded courses or in herring bond or other special courses or bond, laid as described in item no. 29.22. Description of Item no.29.22 : First class dry flat brick flooring and paving in ordinary bonded courses or in herring bond or other special courses or bond laid to template over rammed and dressed foundations and to correct longitudinal and cross slopes as shall be required by the Engineer-in-Charge.All joints shall be throughly filled with dry sand grouting which shall be applied to a thickness of not less 20 mm. over the surface of the flooring and brushed in to the joints.All joints shall be fully filled with sand.

At Through Rate : 30% Sqm 210.15 418

At Labour Rate : 70% Sqm 490.34999999999997 70

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 163.5 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 122.935 1475.88

At Labour Rate : 60% Cum 184.40249999999997 460.13

Carriage of materials :

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

Carriage of stone aggregate : (For WBM-II & III) From Pathankot

CSR ref. Less for difference in rates of materials :

For stone metal :

ii 40 mm From Mirthal Cum 93.4306 -204.5680000000001

iii 63-45 mm From Mirthal Cum 113.1002 -241.71839999999997

iv 53-22.4 mm From Mirthal Cum 94.65995 -236.12959999999998

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 4094.5 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 4094.5 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 4094.5 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 4094.5 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 4094.5 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 ) :

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

From Lohand Khad 102 km Cum 36.8505 510.2509

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

From Lohand Khad 102 km Cum 24.567 510.2509

CSR Ref. Less for difference in rates of materials :

For stone metal

ii) 11.2 mm From Lohand Khad Cum 36.8505 -6.361600000000067

iii) Coarse sand From Lohand Khad Cum 24.567 -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 Bathinda Refinery. Sqm

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

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

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

Sub Head No:- III- House Service Connection (Without Water Meter)

(Composite Strap Saddle for DI/CI Pipes)

Govt.of Telengana CSR 2021-22 Part-IV Ch.no.16 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)

100 each 623 589.41 Five Hundred Eighty Nine Rupees and Forty One Paise

150 each 623 615.6060000000001 Six Hundred Fifteen Rupees and Sixty Paise

200 each 622 641.8020000000001 Six Hundred Forty One Rupees and Eighty Paise

Female Thread Adaptors :

RUIDP SOR 2022 Code no.2352 Annexure - C -Materials and Labour Rate is based on Punjab CSR 2020 Ch.no.1 / sr.no.L-21 and L-22 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 1868 162 One Hundred Sixty Two Rupees and No Paise

Double Compression Elbow :

RUIDP SOR 2022 Code no.2353 Annexure - C -Materials and Labour Rate is based on Punjab CSR 2020 Ch.no.1 / sr.no.L-21 and L-22 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 3736 85 Eighty Five Rupees and No Paise

RUIDP SOR 2022 Code no.2347 Annexure - C -Materials and Labour Rate is based on Punjab CSR 2020 Ch.no.1 / sr.no.L-21 and L-22 MDPE Pipe PN -6 : 20 mm.dia. Metre 9340 51 Fifty One Rupees and No Paise

Sub Head No:- VI- Restoration of Road Work

WBM Grade-III :

NS Water Bound Macadam Grading III (Without Screening for low volume Roads/ undesigned roads) Providing, laying, spreading and compacting stone aggregates of Grading III 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 122.935 1484.73 One Thousand Four Hundred Eighty Four Rupees and Seventy Three Paise

At Labour Rate : 60% Cum 184.40249999999997 460.13 Four Hundred Sixty Rupees and Thirteen Paise

Sub Head No:- VIII- Construction of OHSR (1.0 LG)

CSR Based Item Construction of OHSR - ( 1.0 LG ) -1 No Design, Drawing and Construction of 1.0 Lakh Gallons (4.546 Lakh Litres) Capacity of Circular RCC Tank Staging Height of 25.91 Mtr. Including all RCC Structures like Raft/Pile Foundation, Columns, Brace beams Ring in Staircase, in Staircase Landing around the cone wall and top dome. With P&F of 4 nos. Vertical DI Flange Pipe Puddle Collars, Bell Mouth, Duck Foot Bend, Expansion joint, MS Clamps with suitable Sluice Valve and Valve Chamber, Internal Stair, Lettering & Painting of OHSR & Raising. Plinth Protection, Earthing, Lighting Arrestor, Stair Case, Door with Locking Arrangement, Water Level indicator etc. as per Design, Drawing and as per the indicative drawing and detailed scope of work and specifications defined in the bid document including all taxes and carriage of materials complete in all respect. Each 1 10057000 One Crores Fifty Seven Thousand Rupees and No Paise

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)

Providing Tap Connections for consumers by Augmentation and Rehabilitation of Water Supply System & Construction of New OHSR 1.0 Lakh Gallon at Bhadson Dist : Patiala for Distribution Network (Part-1) under AMRUT 2.0 Scheme.

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 - Tubewell Works

28.106 Providing,laying,fixing,testing and commissioning of 'C' Class heavy duty MS Pipe conforming to Indian Standard IS : 1239 / 3589 including fittings like tees,bends,sockets,elbows,flanges,tapers,nuts, bolts,gaskets etc.on surface and providing angle iron support or cement concrete block as support including painting with two or more coats of synthetic enamel paint of required shade complete in all respects.

b 150 mm.Internal Diameter. Mtr. 60 2090.33

Delivery line DI specials & Valves :

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 183 115.81 One Hundred Fifteen Rupees and Eighty One Paise

Sluice Valve : PN-1.6

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

(c ) 150 mm.i/d Sluice Vlaves flanged Each 2 9058.04 Nine Thousand Fifty Eight Rupees and Four Paise

Non-Return Valve : PN-1.6

28.31 Providing & 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.

B Class PN-1.6 as per ISI with gun metal flap (5% extra is added to CSR Rate)

(d) 150 mm i/d Non-return valve Each 1 8730.35 Eight Thousand Seven Hundred Thirty Rupees and Thirty Five Paise

Add 5% extra for PN 1.6 Each 1 436.51750000000004 Four Hundred Thirty Six Rupees and Fifty One Paise

G.I.Pipe : 50 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.

f 50 mm i/d Mtr 3.75 685.2423 Six Hundred Eighty Five Rupees and Twenty Four Paise

Gun Metal Peet Valve :

28.43 Providing,fixing and jointing ISI Marked Gun Metal Peet Valves (Heavy Pattern) as per IS : 778 with hand wheels, on G.I. Pipe lines laid in the ground or inside buildings including all carriages complete.

(f) 50 mm i/d Gun Metal Peet Valve Heavy Pattern Each 1 2407.42 Two Thousand Four Hundred Seven Rupees and Forty Two Paise

28.3 Providing & fixing double air valve ISI Marked as per IS : 14845 including jointing all carriages complete.

(b) C.I.Double air valve (Size 50 mm) Each 1 4636.71 Four Thousand Six Hundred Thirty Six Rupees and Seventy One Paise

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

(b) Flats Qtl 0.92 6066 Six Thousand Sixty Six Rupees and No Paise

18.15 Bolts and nuts of all sizes and length required. Kg 25 116 One Hundred Sixteen Rupees and No Paise

DI Double 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 : 8329-2000,Class K9 and laying the same in trenches to correct alingnment and gradients,jointed with nut,bolts and rubber insertion joints fitted complete including all cartage.

d 150 mm i/d pipe lines laid complete Mtr 3 2723.73 Two Thousand Seven Hundred Twenty Three Rupees and Seventy Three Paise

CSR based Providing & Installing of V - Notch ( 50mmx50mmx6mm) Each 71.75 46.76 Forty Six Rupees and Seventy Six Paise

Rate analysis sheet is attached.

V-Notch Haudi :

28.65 Construction of V-Notch Haudi (size : 1.80 m x 0.90 m) excluding cost V-notch as per standard design & drawings of public health department. Each 1 14328.88 Fourteen Thousand Three Hundred Twenty Eight Rupees and Eighty Eight Paise

Collection of Water sample :

28.83 Collection of water sample from different strata and testing of sample from approved laboratory. (physical & chemical analysis) Each 1 280.38 Two Hundred Eighty Rupees and Thirty Eight Paise

Testing of Water sample :

28.84 Testing of water sample for Heavy metal from approved laboratory (Toxic material such as Arsenic, lead, mercury, pesticide etc.) Each 1 5677.68 Five Thousand Six Hundred Seventy Seven Rupees and Sixty Eight Paise

Sub Head No - II - Brick Valve Chamber

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.

i All classes of soil except rocky cum 12.25125 83 Eighty Three Rupees and No Paise

10.13 Cement concrete 1:2:4

a With stone ballast or shingle

ii mixing by mechanical means using concrete mixer volumetric type. cum 0.81675 4670 Four Thousand Six Hundred Seventy Rupees and No Paise

0.0 First Class burnt brick laid in cement sand mortar 1:5 in foundation and plinth. cum 5.0328413533089 5013 Five Thousand Thirteen Rupees and No Paise

0.0 12.5 mm. thick cement plaster 1:4 sqm 22.00036892218149 189 One Hundred Eighty Nine Rupees and No Paise

10.15 Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS : 1791 and vibrated by needle vibrator but excluding steel reinforcement,centering and shuttering in foundation and plinth. cum 0.8580051166716809 5153 Five Thousand One Hundred Fifty Three Rupees and No Paise

18.18 Cold twisted deformed (Ribbed/Tor Steel Bars) Fe 500 grade as per IS 1786-2008 for RCC works,where not including in the complete rate of RCC including bending and placing in position complete. Qtl 0.686404093337346 6497 Six Thousand Four Hundred Ninety Seven Rupees and No Paise

C / shuttering :

0.0 Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. Sqm 8.58005116671681 532 Five Hundred Thirty Two Rupees and No Paise

PVC Foot Steps :

29.35 Providing orange colour safety footrest of minimum 6 mm. thick plastic encapsulated as per IS : 10910 on 12 mm. dia.steel bar conforming to IS : 1786 having minimum cross section as 23 mm. x 25 mm. and over all minimum length 263 mm. and width as 165 mm.with minimum 112 mm.space between protured legs having 2 mm.tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm.as per stanard drawing and suitable to withstand the bend rest and chemical resistance test asper specifications and having manufactureers permanent identification mark to be visible even after fixing ,including fixing in manholes with 230 x 150 x 75 cm. cement concrete block 1:2:4 ( 1 cement : 2 sand : 4 stone aggregate) complete as per design. each 12 209 Two Hundred Nine Rupees and No Paise

RCC Manhole cover with frame :

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

A RCC Man hole cover with frame

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

ii Heavy duty each 3 1942 One Thousand Nine Hundred Forty Two Rupees and No Paise

Diff. rates of materials :

Bajri : Cum 1.47 -227.86400000000003 Two Hundred Twenty Seven Rupees and Eighty Six Paise

Coarse sand : Cum 2.34 -143.79679999999985 One Hundred Forty Three Rupees and Seventy Nine Paise

From Lohand Khad

Bricks : 1000 no 2.43 616.0559999999996 Six Hundred Sixteen Rupees and Five Paise

Steel Qtl 0.686404093337346 933.24 Nine Hundred Thirty Three Rupees and Twenty Four Paise

Cement Bags 21 28.42 Twenty Eight Rupees and Forty Two Paise

Carriage of Materials :

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

Bajri : Cum 1.47 703.4394000000001 Seven Hundred Three Rupees and Forty Three Paise

Coarse sand : Cum 2.34 510.2509 Five Hundred Ten Rupees and Twenty Five Paise

From Lohand Khad

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 0.0535

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

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

Sub Head No - I - Tubewell Works

N.S Rubber Jain of 5mm thickness in accordance with IS 638-1979 Per Set 30 53.71

Sub Head No - III - Submersible Pump

N.S Providing,Suppling,Installation,Testing and commissioning of submersible pump with minimum required head of 75 m with a discharge of 1200 LPM and required efficiancy complete as per the specifications and as directed by the EIC Each 1 128874 One Lacs Twenty Eight Thousand Eight Hundred Seventy Four Rupees and No Paise

Sub Head No - IV - Chlorinator

N.S Providing & fixing dosing pump solenoid driven type adjusted via micrometer knob 100 or 20% capacity pushbuttons selector stablized multi power supply 100-240 volts singlephase 50/60 Hz (2.5-3.0 Ltr. /hr vs 18-20 bar) of reputed make complete in all respect. Each 19000 Nineteen Thousand Rupees and No Paise

Sub Head No - V- Bulk Flow Meter (150 mm)

RUIDP ISOR 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.

BFM150 for DN 150 mm Each 2 26900 Twenty Six Thousand Nine Hundred Rupees and No Paise

Dismantling joint

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

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

CI Puddle collar

RUIDP ISOR 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.

150 mm dia Mtr 4 7540 Seven Thousand Five Hundred Forty Rupees and No Paise

Sub Head No - VI - Bulk Flow Meter (200 mm)

RUIDP ISOR 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.

BFM200 for DN 200 mm Each 1 38900 Thirty Eight Thousand Nine Hundred Rupees and No Paise

Dismantling joint

RUIDP ISOR 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.

200 mm dia Each 1 6760 Six Thousand Seven Hundred Sixty Rupees and No Paise

CI Puddle collar

RUIDP ISOR 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.

200 mm dia Mtr 2 10600 Ten Thousand Six Hundred Rupees and No Paise

Sub Head No - VII - Mechanical Bulk Flow Meter without Chamber for Tube Wells Bulk Flow Meter (150 mm)

RUIDP ISOR 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.

BFM150 for DN 150 mm Each 1 26900 Twenty Six Thousand Nine Hundred Rupees and No Paise

Dismantling joint

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

150 mm dia Each 1 4505 Four Thousand Five Hundred Five Rupees and No Paise

CI Puddle collar

RUIDP ISOR 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.

150 mm dia Mtr 2 7540 Seven Thousand Five Hundred Forty Rupees and No Paise

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)

Providing Tap Connections for consumers by Augmentation and Rehabilitation of Water Supply System & Construction of New OHSR 1.0 Lakh Gallon at Bhadson Dist : Patiala for Distribution Network (Part-1) under AMRUT 2.0 Scheme.

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

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

Sub Head- Electrical works for New Tube well

(Electrical Works)

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:

Cables & Accessories for LT Panel & Pumpset:

34.10E XLPE INSULATED ARMOURED CABLES (ON SURFACE):

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 (on surface) as per PWD General Specifications:-

(xxii) Overall size 25sq.mm (31/2Core) Armoured (On-surface) Metre 5 201.25

34.13 Galvanized Iron Pipes and GI Earthing:

Supply & erection of GI pipe (A – Class )as per IS: 1239 (PART -1) 2004 including Sockets, bends, inspection boxes steel hooks, G.I Saddle clamps and other petty material etc., where necessary including painting as per PWD General Specifications:-

(x) Galvanized Iron Pipe 32mm dia. (A-class) Flushed Metre 3 317.5 Three Hundred Seventeen Rupees and Fifty Paise

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:-

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

(vi) Brass Gland for Aluminium cable 2/3/4 core size 25-35 sq. mm Each 2 136.8 One Hundred Thirty Six Rupees and Eighty Paise

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

(ii) Aluminium thimble cable core size 10 - 16 sq. mm. Each 6 14 Fourteen Rupees and No Paise

(iii) Aluminium thimble cable core size 25 - 35 sq. mm. Each 8 17 Seventeen Rupees and No Paise

Lighting & Accessories for Pump Chamber:

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, 1100volts 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) per point 2 1423.2 One Thousand Four Hundred Twenty Three Rupees and Twenty Paise

(ii) Wiring light point per point 3 1029.6 One Thousand Twenty Nine Rupees and Sixty Paise

(iv) Wiring 6 Amp. Wall socket point per point 2 739.2 Seven Hundred Thirty Nine Rupees and Twenty Paise

(vi) Wiring 16/20 Amp. power plug control point per point 2 472.8 Four Hundred Seventy Two Rupees and Eighty Paise

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 20 98.8 Ninety Eight Rupees and Eighty Paise

34.17 SHEET METAL DOUBLE DOOR DISTRIBUTION BOARD FOR CB'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 provision 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 Door Distribution Board 8 way each Each 1 1344.35 One Thousand Three Hundred Forty Four Rupees and Thirty Five Paise

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 4 180.9 One Hundred Eighty Rupees and Ninety Paise

(vi) MCB Double Pole 6-32amp. (10KA, Curve-C) Each 1 550.8 Five Hundred Fifty Rupees and Eighty Paise

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 2 1153.1 One Thousand One Hundred Fifty Three Rupees and Ten Paise

Eathing for LT Panel:

34.13 G.I. EARTHING:

(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 2 5373.75 Five Thousand Three Hundred Seventy Three Rupees and Seventy Five Paise

Capital Works ' CSR based ELECTRICAL Items PART - C ( In Rs)

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

Capital Works ' CSR based ELECTRICAL Items PART - C after adding 5.35% ( In Rs)

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

Sub Head-: Electrical works for New Tube well

(Electrical Works)

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:

LT Panel for Pumpset:

NS LT Panel 415 V indoor IP-42 compartmentalized, 1.6 mm CRCA sheet for non load bearing member & 2 mm for load bearing member, front lockable hinged door, wall mountable, dust & vermin proof, epoxy coated, detachable gland plate, 125A TPN Al. bus-bar, SCADA compatible (sufficient interposing relays, 2NO+2NC Aux. contactors, potential free contacts etc. as required) complete with all accessories and as below: Incomer: 125 A TPN MCCB 25 KA with O/L, S/C, Surge Protection Device, digital multi-function meter with RS485, indication lamps for R-Y-B complete as required - 1 Set Outgoing: a) Automatic star-delta starter (30 HP pump set) compliant to type-2 coordination chart (MCCB, contactor, overload relay with single phase protection), electronic timer, On-Off-Trip indication lamp, start-stop push button, auto/manual selector switch complete as required - 1 Set. b) 9 KVAR heavy duty capacitor with MCB & contactor for pumpset complete as required - 1 Set. c) Time Switch - 1 No d) 10 A SPN MCB - 1 No for Chlorinator interlocked with starter (shall be ON only when pump set is ON) - 2 No’s e) 32 A SPN MCB - 2 No’s f) 32 A TPN MCB - 1 No (Rate Analysis attached) Each 1

RUIDP ISOR 2022, E111300 Providing and laying ISI marked PVC insulated submersible cable confirming to IS:694 with flexible copper conductor including making connection etc. as required (Ref; RUIDP ISOR 2022, E111305 )

10 sq. mm. 3 core flat (Ref; E111305 ) Metre 140 284 Two Hundred Eighty Four Rupees and No Paise

RUIDP ISOR 2022, E170900 Providing & Fixing of IP40 LED Surface/ Recessed / suspended mounting Mid power SMD type LED Light fixture made from CRCA sheet steel housing, high purity / transmisivity UV stabilized Non - yellowish diffuser for uniform light distribution. High efficiency with 2.5 KV internal/external surge protection BIS certified isolated driver having efficiency > 85% , with Short & Open circuit protection and in compliance to IEC standards (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. (Ref; RUIDP ISOR 2022, E170900)

Suspended Mounting/Surface Moutning (Ref; E170920)

36W LED light fixture 2'x2' with acrylic / prismatic front cover. (Ref; E170921) Each 1 2608 Two Thousand Six Hundred Eight Rupees and No Paise

RUIDP ISOR 2022, E181300 Providing & Fixing of IK07 IP 66 protected LED Street Light Luminaire on existing bracket/pole. Fixture made of powder coated single piece pressure die cast aluminum LM6/ ADC12 material with heat dissipation fins on housing with UV stabilized PC/Toughened Glass cover (UV stablzation report submitted for UV cover ) and secondary lens on each LED & should be SMD type . The System level Luminaire efficacy >=120 lm/ wt with High Power LEDs is to be used and potted driver must be potted & 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 ,Input Frequency 50Hz±3% Power Factor >0.95 driver Efficiency >85% ,THD(I) <10% Humidity 10% to 90% RH Working Temp -5C to 45C . driver current <1000mA shown in LM79 report. The luminaire shall be BIS certified and T.C. certified. Life Expectancy Equal or more than 50000 burning hrs with Minimum 70% lumen maintened ,color Rendering Index >70 and CCT 5700K +355K. Surge protection shall be min ≥ 4 KV nternal and min 10 KV external. 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. (Ref; RUIDP ISOR 2022, E181300)

LED street light fixture 60 Watt (Ref; E181304) Each 2 4794 Four Thousand Seven Hundred Ninety Four Rupees and No Paise

RUIDP ISOR 2022, E150900 Providing & Fixing of Heavy duty capacitor start, copper woind Double ball bearing 900/1400 RPM single phase Exhaust fan as per PWD specification for electrical Works, conforming to IS:2312 ISI marked in existing opening including making connections testing etc. as required. OEM shall be an ISO certified company. Appropriate OEM test certificate shall be submitted by contractor. All as per pre approved by Engineer in charge. (Ref: RUIDP ISOR 2022, E150900)

380 mm Sweep (900/1400 RPM) (Ref: E150902) Each 1 3088 Three Thousand Eighty Eight Rupees and No Paise

RUIDP ISOR 2022, E151202 P&F of capacitor start, three speed wall mounting/ cabin fan of following sweep with the help of anchor bolts including making connection testing etc. as required. (Ref: SOR RUIDP 2022 E151202)

300 mm sweep (oscillating type) each 1 1707 One Thousand Seven Hundred Seven Rupees and No Paise

Pressure Gauge:

RUIDP ISOR 2022, E240600 Providing & fixing 100mm dia bourden type, Stainless steel dial type pressure Gauge (0 - 16 Kg ) range, 3 / 8 " BSP bottom entry on Pump Delivery Line complete with Ball valve complete in all respect. All as per pre approved by Engineer in charge. (Ref: RUIDP ISOR 2022, E240600) Each 1 849 Eight Hundred Forty Nine Rupees and No Paise

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)