Extension and Augmentation of Water Supply System by Providing Tap Connection by consumers, Distribution Network, Installation of Tube wells at Mamdot, Distt Ferozepur under AMRUT 2.0 Scheme, Part 1, Phase 1

STANDARD BIDDING DOCUMENT FOR PROCUREMENT OF WORKS

Augmentation and Rehabilitation of Water Supply System by Providing Tap Connections and Distribution Network at Mamdot, District Ferozepur under AMRUT 2.0 Scheme

Project value: Part - A, B & C Percentage Rate Rs. 587.40 Lakh

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

Name of Bidder:

General Summary

S.No Particulars Total Amount (Rs)

Capital Works: Percentage Rate

2 MECHANICAL (PART-B) 992431.4996

3 ELECTRICAL (PART-C) 702078.3234

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)

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

Provisional Sum

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

(A) Provisional Sum : (Capital Cost)

Any other work or pipeline to be replaced or new line in newly developed area to be incorporated = 1 % of Dist.Pipeline Cost 0.01 3.5194408099050563

Price Escalation = 3.75 % of Capital Cost (@ 7.50 % per annum and average 3.75% per year) 0.0375 22.02716534622216

Contingencies = 0.5 % of Capital Cost 0.005 2.936955379496288

New Electrical Connection Charges:

New Tube Well (50 HP) 2 3.64606

Permission of BT Bill under (B & R) Along road (Pakka): 0.9 m x 1662 m = 1495.8 sqm x Rs.3600/ sqm 53.8488

Forest Permission: Along road (KC): 0.9 m x 1631 m =1631 sqm x Rs.300/ sqm 4.4037

Sub Total (A) Provisional Sum

(B) PWSSB Charges and Cess :

Contingencies Charges on work @ 1% ( To be paid on actual limited to maximum @ 1% of Capital cost) 0.01 5.873910758992576

PWSSB ( Admin ) Charges @ 6 % on Capital Cost 0.06 35.24346455395545

Third Party Inspection Charges @ 0.92% 0.0092 5.403997898273169

Sub Total (B) PWSSB Charges

Provisional Sum (Not part of bidding) Amt. (Rs.lakh)

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 Tube Well

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 356.7942 34

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. 300 1347.7212000000002

(b) Drilling of 675 mm dia bore with Reverse Rotatry Rig Beyond 150m depth up to 300 mt. Mtr. 130 1769.1263999999999

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.

(b) 355.6 mm. outer diameter (weight 51.72 kg per metre) minimum 6.0 mm. thickness. Mtr. 180 5472.415000000001

Well Casing 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 into tubewell bore.

(d) 200mm nominal diameter (weight 41.6 kg per metre) 8.0 mm thickness Mtr. 160 4377.8279999999995

Well Screen Pipe :

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.

(o) 200mm Steel Strainer (slot size 0.75mm) 8.00 mm thickness Mtr. 80 11690.63

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 2 2673.23

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 2 2805.54

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 24 975.394

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 24 290.79

28.79 B Supplying & Fixing of M.S pipe bail plug suitable for 200 mm dia UPVC casing pipe having thickness of socket as 12 mm ,length 100 mm & base plate of 8 mm thick complete in all respect. Each 2 1058.512

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

(e) 300mm internal diameter Each 2 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 2 577.63

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 500 cfm at 600 PSI Hour 32 5178.305400000001

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 32 1811.0982000000001

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. 180 561.9989

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

28.88 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 141.3175653214286 1663

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

(f) 350mm internal diameter Each 2 2044.15

Carriage of Materials :

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

From Pathankot 250 km Cum 141.3175653214286 754.8957

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 2 15848.57

Sub-Head: No. II - Pump Chamber for Tube Well

Earthwork excavation :

6.6 Earth work in excavation in foundations,trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 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 36.83292937142858 182

10.8 Cement concrete 1:6:12

(b) With stone aggregate 40 mm gauge

ii mixing by mechanical means using concrete mixer volumetric type. cum 6.750239999999999 3290

Brick work in CM 1:7 :

11.1 (i) First Class burnt brick laid in cement sand mortar 1:7 in foundation and plinth. cum 25.646052499999996 4886

DPC 40 mm.thick :

10.26 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 7.9144 331

Brick Work in CM 1:5 :

11.6 First Class burnt brick laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level. cum 29.067425000000004 5151

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.

(a) Vertical sqm 9.276 360

10.2 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 5.9630920000000005 5902

Specially Moulded Brick work :

11.64 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 4.24 311

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)

(a) 40mm thick. sqm 8.901 3878

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

(a) 35mm thick sqm 4.104 3052

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)

(ii) For shutter area above 0.50 sqm sqm 14.762 111

Iron Work for Grills :

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 9140

For Window Iron Grills.

Earth Filling :

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 26.6167808 63

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

(a) R.S.Joists Qtl 2.01 6496

(c) Tees, angles and channels. Qtl 0.13896 5930

Centering and Shuttering for Roof :

9.8 Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves, etc. sqm 35.61786 532

Centering and Shuttering for Beam :

9.6 Centring and shuttering for sides and soffits of beam, beams launchings girders bressumers, lintels sqm 11.84 380

Conglomerate Floor :

14.9 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 57.9319 708

Floating Coat :

14.4 Floating coat of 1.5 mm thick neat cement laid in one operation to the topping. sqm 57.9319 29

16.16 Applying pink primer or aluminum priming coat on wood work including preparation of surface knotting and stopping etc. sqm 26.929999999999996 28

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 92.03233000000002 66

16.2 Applying priming coat with metal primer on new steel or iron work including preparation of surface. sqm 15.766 24

13.55 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 65

15.9 12.5 mm. thick cement plaster 1:4 sqm 277.824882 189

14.16 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 18.94 566

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 26.6623 706

16.3 White washing (Three coat) sqm 26.94 15

Safety foot rest :

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 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 24 209

Rain water pipe :

13.74 Providing and fixing 110 mm. dia. U.P.V.C Rain water pipe of 2.5 kgf / sqm as per IS : 4985 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-in-charge.(If fixed on wall face clamp to be paid separatly as per respective item) m 6.7 232

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

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

(a) UPVC 110 mm bend each 4 135

Upvc Coupling/socket :

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

(a) UPVC 110 mm bend each 4 84

16.7 Distempering with dry distemper of approved manufacture two or more coats over one priming coat to give an even shade. sqm 79.0326312 63

Cement Primer :

16.31 Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface. sqm 180.22 21

Exterior Paint :

16.13 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 80

Prepartion of Plastered Surface :

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 61

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

18.18 Cold twisted deformed ( Ribbed / Tor steel) Bars ( Fe 500 grade as per IS : 1786-2008 ) for R.C.C. works,where not including in the complete rate of R.C.C. including bending and binding, placing in position complete. Qtl 5.327999999999999 6497

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.

(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 11 472

(c) Doors and windows frame of size 151mm x 60 mm. with 35 mm. wide double rebate weighing 3.95 kg. per meter. m 22.4 531

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

(b) Glass panes 4 mm. or 10.75 kg / sqm exceeding 0.4 sqm of area. sqm 4.645 598

Ceiling Plaster :

15.43 Plastering on under side of ceiling 10 mm. thick cement plaster 1:3 sqm 27.3126 184

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 2 16836.95

Diff. Rates of materials :

From Mirthal 244 km

From Lohand Khad 249 km

Extra rate for OPC (Ordinary Portland Cement) Bags 398 26.219683840000002

Carriage of materials :

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

From Mirthal 244 km

Coarse sand : Cum 37.746071335 753.2907

From Lohand Khad 249 km

Sub-Head: No. III - Distribution Network (New)

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 3322.2485568000006 169.03

20% of total excavation qty

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 13288.994227200003 99.1

80% of total excavation qty

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

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 8892.26 115.81

b DI Specials : above 300 mm.i/d. Kg 21.48 174.8

Qty.: 3.50 % of DI Pipe Cost

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 :

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 8 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.)

(b) 100 mm.i/d.pipe lines. Each 20 88.83

(c ) 150 mm.i/d.pipe lines. Each 15 94.75

(d) 200 mm.i/d.pipe lines. Each 3 100.67

(e) 250 mm.i/d.pipe lines. Each 1 106.59

(f) 300 mm.i/d.pipe lines. Each 1 118.43

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 2368 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 48 239.39

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 43 5305.96

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

b Size 0.9 x 0.9 mtr Each 5 7828.67

SV :above 150 mm.dia.

Difference in Rates of materials for valve chambers :

From Mirthal 244 km

From Lohand Khad 249 km

Extra rate for OPC Cement Bags 157.3 26.219683840000002

Carriage of Materials :

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

Bajri : Cum 20.75 745.255

From Mirthal 244 km

From Lohand Khad 249 km

Fine sand : (15 km) Cum 6.84 125.1044

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 40 947.82

Sub-Head: No. IV - 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 2214.2400000000002 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 1318 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 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 91

Sub-Head: No. V - Dismantle of Road Work

Flexible pavements :

24.3 (a) Dismantling of flexible pavements thickness above 50 mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials seperately as per technical clause 202 of MORT& H specifications. Cum 744.48 292

8.6 (d) Cement concrete plain 1:2:4 mix Cum 189 1365

8.6 (a) Lime concrete,cement concrete 1:6:12 or leaner mix. Cum 1128 412

8.19 Dismantling brick or flagged stone flooring without concrete base. Sqmt 274 28

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 8488 107

Sub-Head: No. VI - Road Restoration Work

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

(a) Kassi work undressed involving an average horizontal throw up to 2.0 meters and an average vertical lift up to 0.5 metre including breaking of clods. Cum 496 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 218.3085 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 521.916 3139

Through Rate without stone aggregates cost: 60% cum 782.8739999999999 2399.8165939046003

CSR based Item Providing and filling coarse sand grading as per specifications or coarse grade around the various sizes of G.I.pipes in exteranal work. cum 274.91 890.8185990799998

28.48 Providing and filling fine sand grading as per specifications or coarse grade around the various sizes of G.I.pipes in exteranal work. cum 144.3295 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 244 km Cum 718.3936500000001 745.255

From Lohand Khad 249 km Cum 373.14882500000004 753.2907

CSR Ref. Difference in rates of materials :

iii) Extra rate for OPC Cement Bag 3767 26.219683840000002

Interlock Paver Block :

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

At Through Rate : 30% Sqm 2945.502 676

At Labour Rate : 70% Sqm 6872.838 134

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 95.63099999999999 418

At Labour Rate : 70% Sqm 223.13899999999998 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 496 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 99.39330000000001 1475.88

At Labour Rate : 60% Cum 149.08995 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 99.39330000000001 1482.69

At Labour Rate : 60% Cum 149.08995 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)

CSR ref. Less for difference in rates of materials :

For stone metal :

Prime coat @ 0.85 kg per sqm.

24.15 Providing and applying primer coat with bitumen emulsion SS on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm complete as per technical clause 502 of MORT&H specifications. Sqm 6352.110000000001 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 6352.110000000001 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 6352.110000000001 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 6352.110000000001 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 6352.110000000001 39.17

Carriage of materials :

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

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

From Mirthal 244 km Cum 209.61963 745.255

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

From Haryaal 264 km Cum 57.16899 777.4085000000001

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

From Lohand Khad 249 km Cum 38.112660000000005 753.2907

CSR Ref. Less for difference in rates of materials :

For stone metal

Carriage of materials :

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

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

Sub-Head: No. VII - Brick Valve Chamber (1.30 m x 1.30 m x 1.30 m)

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

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

i All classes of soil except rocky cum 8.18 83

10.13 Cement concrete 1:2:4

a With stone ballast or shingle

ii mixing by mechanical means using concrete mixer volumetric type. cum 0.56 4670

0.0 First Class burnt brick laid in cement sand mortar 1:5 in foundation and plinth. cum 3.36 5013

0.0 12.5 mm. thick cement plaster 1:4 sqm 14.659999999999998 189

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 0.56 5153

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 0.46 6497

C / shuttering :

9.8 Centering and shuttering for flat surfaces such as suspended floors,roofs,landings,chajjas,shelves etc. Sqm 5.719999999999999 532

PVC Foot Steps :

29.35 Providing orange colour safety footrest of minimum 6 mm. thick plastic encapsulated as per IS : 10910 on 12 mm. dia.steel bar conforming to IS : 1786 having minimum cross section as 23 mm. x 25 mm. and over all minimum length 263 mm. and width as 165 mm.with minimum 112 mm.space between protured legs having 2 mm.tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm.as per stanard drawing and suitable to withstand the bend rest and chemical resistance test asper specifications and having manufactureers permanent identification mark to be visible even after fixing ,including fixing in manholes with 230 x 150 x 75 cm. cement concrete block 1:2:4 ( 1 cement : 2 sand : 4 stone aggregate) complete as per design. each 8 209

RCC Manhole cover with frame :

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

A RCC Man hole cover with frame

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

ii Heavy duty each 2 1942

Diff. rates of materials :

From Mirthal 244 km

Coarse sand : Cum 1.58 -143.79679999999985

From Lohand Khad 249 km

Extra rate for OPC Cement Bags 14.04 26.219683840000002

Carriage of Materials :

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

Bajri : Cum 0.9815 745.255

From Mirthal 244 km

Coarse sand : Cum 1.58 753.2907

From Lohand Khad 249 km

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 %)

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

Sub-Head: No. II - Pump Chamber for Tube Well

NS Providing & Fixing FRP dome opening of size 4'-6" x 4'-6". sqm 3.7 1221

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

(Composite Strap Saddle for DI/CI Pipes)

Govt.of Telengana CSR 2023-24 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)

Female Thread Adaptors :

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 1318 191

Double Compression Elbow :

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

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 51

For 15 mm.connection

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)

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 Column pipe ,DI specials,Valves for Tube Well

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. 120 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 366 115.81 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 4 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 2 8730.35 Eight Thousand Seven Hundred Thirty Rupees and Thirty Five Paise

Add 5% extra for PN 1.6 Each 2 436.51750000000004 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.

e 50 mm i/d Mtr 7.5 685.2423 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.

(e) 50 mm i/d Gun Metal Peet Valve Heavy Pattern Each 2 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.

(a) C.I.Double air valve (Size 50 mm) Each 2 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 1.84 6066 Six Thousand Sixty Six Rupees and No Paise

18.15 Bolts and nuts of all sizes and length required. Kg 50 116 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 7 2723.73 Two Thousand Seven Hundred Twenty Three Rupees and Seventy Three Paise

Rate analysis sheet is attached.

CSR based Providing & Installing of V - Notch ( 50mmx50mmx6mm) Each 143.5 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 2 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 2 280.38 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 2 5677.68 Five Thousand Six Hundred Seventy Seven Rupees and Sixty Eight Paise

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

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

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

Sub Head No I Column pipe ,DI specials,Valves for Tube Well

N.S Rubber Gasket of 5mm thickness in accordance with IS 638-1979 Per Set 60 53.71 Fifty Three Rupees and Seventy One Paise

Sub Head No II Submersible Pump and Chlorinator for Tube Well

Submersible Pump :

N.S Providing,Suppling,Installation,Testing and commissioning of submersible pump with minimum required head and Discharge required efficiancy complete as per the specifications approved make and as directed by the Engineer-in-charge

Discharge 1100 LPM and 115m Head Each 2 192254.55 One Lacs Ninety Two Thousand Two Hundred Fifty Four Rupees and Fifty Five Paise

N.S Providing & fixing of new Electronic / chlorinator maximum injection pressure 5 kg and other accessories with 100 litre capacity Plastic tank make as aaproved by the Engineer-in Charge & complete in all respect including necessary accessories & fittings etc. Each 2 19000 Nineteen Thousand Rupees and No Paise

Sub Head No III Bulk Flow meter

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:

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 Each 4 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)

ELECTRICAL WORKS

S.No. Item No. 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:

1. Capital Works ' CSR based Items

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:-

(xxiii) Overall size 35sq.mm (31/2Core) Armoured (On-surface) Metre 10 243.75 Two Hundred Forty Three Rupees and Seventy Five Paise

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:-

(xii) Galvanized Iron Pipe 50mm dia. (A-class) Flushed Metre 6 547.4 Five Hundred Forty Seven Rupees and Forty 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:-

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

(vi) Brass Gland for Aluminium cable 2/3/4 core size 25-35 sq. mm Each 4 136.8 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 12 14 Fourteen Rupees and No Paise

(iii) Aluminium thimble cable core size 25 - 35 sq. mm. Each 16 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 6 1029.6 One Thousand Twenty Nine Rupees and Sixty Paise

(iv) Wiring 6 Amp. Wall socket point per point 4 739.2 Seven Hundred Thirty Nine Rupees and Twenty Paise

(vi) Wiring 16/20 Amp. power plug control point per point 4 472.8 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 40 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 2 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 8 180.9 One Hundred Eighty Rupees and Ninety Paise

(vi) MCB Double Pole 6-32amp. (10KA, Curve-C) Each 2 550.8 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 4 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 4 5373.75 Five Thousand Three Hundred Seventy Three Rupees and Seventy Five Paise

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 0.0535

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

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

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, 160A TPN Al. bus-bar, SCADA compatible (sufficient interposing relays, 2NO+2NC Aux. contactors, potential free contacts etc. as required) complete with all accessories and as below: Incomer: 160 A TPN MCCB 25 KA with O/L, S/C, Surge Protection Device, digital multi-function meter with RS485, indication lamps for R-Y-B complete as required - 1 Set Outgoing: a) Automatic star-delta starter (50 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) 11 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 Each 2 141200

Cables & Accessories for LT Panel & Pumpset:

RUIDP ISOR 2023, 53.7 P/Laying ISI marked P.V.C. insulated submersible cable confirming to(IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.90 % purity copper, stranding in acc. to IS:8130/IEC 60228 for lower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5, existing pipe / open trench / Cable tray / on surface including making connection etc. as required. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR

16.0 Sq.mm 3 core flat / Round (Ref; 53.7.6 ) Metre 420 762 Seven Hundred Sixty Two Rupees and No Paise

Lighting & Accessories for Pump Chamber:

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

Surface Mounting (Ref: 66.4.2)

Minimum lumen output 3600 lm (Ref: 66.4.2.2) Each 2 2934 Two Thousand Nine Hundred Thirty Four Rupees and No Paise

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

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

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

380 mm sweep(900/1400 RPM) (Ref: 64.12.2) Each 2 4361 Four Thousand Three Hundred Sixty One Rupees and No Paise

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 2698 Two Thousand Six Hundred Ninety Eight 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)

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

Unit Cost :(Rs.in lakhs.) 26.006500835

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

Excavation for Pits :

1 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 356.7942 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 1196.316 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 6421.59 783434

Well Casing Pipe :

( e) 300mm nominal diameter (weight 62.3 kg per metre) 8.0 mm thickness Mtr. 30 6421.59 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 18700.68 748027

5 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 2 2673.23 5346

6 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.

( e) 300mm internal diameter Each 12 1404.648 16856

Centering Guide :

7 28.89 Supplying and fixing mild steel centering guides made out of 32mm x 6mm thick M.S. bar complete in all respects. Each 20 290.79 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 4552.208 45522

9 28.8 Supplying & Fixing of well cap having thread to fix on housing pipe complete in all respect.

(e) 300mm internal diameter Each 2 1705.48 3411

10 28.78 Supplying at site Wooden Box of suitable size with Lid & locking arrangment for preserving strata sample collected from the bore. Each 2 577.63 1155

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

11 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 500 cfm at 150 PSI Hour 32 5178.305400000001 165706

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

12 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 32 1811.0982000000001 57955

Making Temporary Water Supply Arrangement :

13 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. 180 561.9989 101160

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

14 28.88 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 25.929868799999998 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 25.929868799999998 591.32 15333

Making Electric Logging of Borehole :

16 28.87 Making electric Logging of borehole with electronic well logger including cost of equipment at site etc.complete in all respect. Each 2 15848.57 31697

Total : (Rs) 2468581

Total amount after adding 5.35% : (Rs) 2600650.0835

(Rs in lakh) 26.006500835

Total TWs required No. 10402600.334

Estimation of Pump Chamber for Tube Well

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

Earthwork excavation :

1 6.6 Earth work in excavation in foundations,trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 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 36.83292937142858 182 6704

2 10.8 Cement concrete 1:6:12

(b) With stone aggregate 40 mm gauge

ii mixing by mechanical means using concrete mixer volumetric type. cum 6.750239999999999 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 25.646052499999996 4886 125307

DPC 40 mm.thick :

4 10.26 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 7.9144 331 2620

Brick Work in CM 1:5 :

5 11.6 First Class burnt brick laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level. cum 29.067425000000004 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 9.276 360 3339

7 10.2 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 5.9630920000000005 5902 35194

Specially Moulded Brick work :

8 11.64 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 4.24 311 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)

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

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 14.762 111 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 9140 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 26.6167808 63 1677

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

14 (a) R.S.Joists Qtl 2.01 6496 13057

15 ( c) Tees, angles and channels. Qtl 0.13896 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 35.61786 532 18949

Centering and Shuttering for Beam :

17 9.6 Centring and shuttering for sides and soffits of beam, beams launchings girders bressumers, lintels sqm 11.84 380 4499

Conglomerate Floor :

18 14.9 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 57.9319 708 41016

Floating Coat :

19 14.4 Floating coat of 1.5 mm thick neat cement laid in one operation to the topping. sqm 57.9319 29 1680

20 16.16 Applying pink primer or aluminum priming coat on wood work including preparation of surface knotting and stopping etc. sqm 26.929999999999996 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 92.03233000000002 66 6074

22 16.2 Applying priming coat with metal primer on new steel or iron work including preparation of surface. sqm 15.766 24 378

23 13.55 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 65 1997

24 15.9 12.5 mm. thick cement plaster 1:4 sqm 277.824882 189 52509

25 14.16 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 18.94 566 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 26.6623 720 19197

27 16.3 White washing (Three coat) sqm 26.94 15 404

28 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 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 24 209 5016

Rain water pipe :

29 13.74 Providing and fixing 110 mm. dia. U.P.V.C Rain water pipe of 2.5 kgf / sqm as per IS : 4985 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-in-charge.(If fixed on wall face clamp to be paid separatly as per respective item) m 6.7 232 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 13.75 Providing and fixing 110 mm. dia. U.P.V.C bend for Rain water pipe as per IS : 14735 including jointing complete as per specifications and to the entire satisfaction of Engineer-in-charge.

(a) UPVC 110 mm bend each 4 135 540

Upvc Coupling/socket :

32 13.76 Providing and fixing 110 mm. dia. U.P.V.C Coupling / Socket for Rain water pipe as per IS : 14735 including jointing complete as per specifications and to the entire satisfaction of Engineer-in-charge.

(a) UPVC 110 mm bend each 4 84 336

33 16.7 Distempering with dry distemper of approved manufacture two or more coats over one priming coat to give an even shade. sqm 79.0326312 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 21 3785

Exterior Paint :

35 16.13 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 80 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 61 4820

37 13.45 Top Khurra 0.6 m.x 0.6 m. for rain water pipe in 25 mm. thick cement concrete 1:2:4 over 50 mm.thick cement concrete 1:8:16. No 2 95 190

38 18.18 Cold twisted deformed ( Ribbed / Tor steel) Bars ( Fe 500 grade as per IS : 1786-2008 ) for R.C.C. works,where not including in the complete rate of R.C.C. including bending and binding, placing in position complete. Qtl 5.327999999999999 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 11 472 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 22.4 531 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 4.645 598 2778

Ceiling Plaster :

42 15.43 Plastering on under side of ceiling 10 mm. thick cement plaster 1:3 sqm 27.3126 184 5026

43 NS Providing & Fixing FRP dome opening of size 4'-6" x 4'-6". sqm 3.7 1221 4518

Construction of Gravel Pit :

45 28.64 Construction of Gravel Pit outside the Pump Chamber.(0.90 m.Dia.) as per standard design & drawings of public health department. Each 2 16836.95 33674

Diff.Rates of materials :

49 Extra rate for OPC Cement Bags 199 28.42 5655.58

Carriage of materials :

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

CSR Items Amount : ( Rs) 739564 750218

Non - CSR Items Amount : ( Rs) 4518 4518

Addition of 5.35 % over CSR items Amount : ( Rs) 0.0535 39566.674 0.0535 40136.663

CSR Items Amount + 5.35 % Addition + Non CSR Items amount : ( Rs) 783648.674 794872.663

Providing Tap Connections for consumers by Augmentation and Rehabilitation of Water Supply System & Construction of New OHSR 0.5 Lakh Gallon at Bhadaur, District : Barnala, Punjab, 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

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 0.0535

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

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

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)