practical training ppt

Multi- Specialty, Apollo hospital, Belapur Navi Mumbai

-SHAH SAGAR(09BCL027)

-Faculty GuidePROF SANTOSH KOLTE

Content Of Presentation

• INTRODUCTION AND PROJECT DETAILS• CONTRACT DETAILS AND OTHER MANAGE

RIAL INFORMATION• MATERIAL INFORMATION• TOOLS AND EQUIPTMENTS• CONSTRUCTION ACTIVITIES

LOCATION OF SITE

Name of Project: Multi-Speciality, Apollo Hospital at Plot no.13, Sector-23, Belapur-Navi mumbai

TYPE OF PROJECT Hospital (Commercial Project)CLIENT: Western Hospital Corporation Private Limited (Apollo)

ARCHITECT & STRUCTURAL CONSULTANT: CPG consultants India Pvt. Limited

PRINCIPAL CONTRACTOR: Shapoorji Pallonji & Co. Pvt Limited OTHER CONTRACTORS: 25 labour contractors with 20-40 labour Gangs

STRUCTURE Special Ductile Moment Resisting Frame Structure

APPROXIMATE COST: 89 corersTYPE OF CONTRACT: Item-rate contractTOTAL BUILT-UP AREA 7 lakh 74 thousand squarefeetSTARTING DATE: 20th January 2011COMPLETION DATE: 31st July 2013OBJECTIVE OF PROJECT: To create a world-class multispeciality hospital, Having 500 bed

capacity, with advance Treatment Facilities such as Radio-active treatment etc.

MAJOR CONSTRUCTION: civil and structural works of, B+G+9 Main hospital Building, G+6 Multi-storey Car parking

Agencies Involved

Major Salient feature of the Proposed Hospital :

• 500 bed capacity• Integrated sweage treatment plant for

treatment of medical waste water• Radioactive treatment facilities, such as β-

therapy• 3 Intensive care units (ICU) with 44 bed capacity• 13 operation Theatre• 6 floor multi-storey Car parking)

Major construction features of hospital

• Excavation by blasting• Construction of Raft foundation• Construction of LINAC wall in basement ( 1.5

m thick wall ) for radioactive treatment facility• 13 lakh litre capacity of underground water

tank• Circular ramp in multi-storey car-parking area• Rock-drilling

SITE LAYOUT

MAJOR CONSTRUCTION AS PER SCOPE

MAJOR CONSTRUCTION AS PER SCOPE INCLUDES

• B+G+9 STOREY MAIN BUILDING• B+G+6 STOREY MULTI LEVEL CAR PARKING

(MLCP)

MAIN BUILDING DETAILSArea Statement for Main building

Sr No. Description Level Unit Area1 Basement 0 sqm 10164.672 Ground Level 4.2 sqm 45503 1st level 4.2 sqm 45504 2nd level 4.2 sqm 4550

5 3rd level 4.2 sqm 45506 4th level 4.2 sqm 45507 5th level 3.15 sqm 45508 6th level 3.6 sqm 45509 7th level 3.6 sqm 4210

10 8th level 3.6 sqm 421011 9th level 3.6 sqm 421012 Terrace Level 1.2 sqm 4210

TOTAL for MAIN Building 39.75 59894.68

MAIN BUILDING KEY PLAN

MLCP DETAILSAREA STATEMENT FOR MLCP

SR No Description Floor Level Unit Area1 Basement 0 sqm 2071.3872 Ground Level 2.5 sqm 2071.3873 1st level 2.5 sqm 2071.3874 2nd level 2.5 sqm 2071.3875 3rd level 2.5 sqm 2071.3876 4th level 2.5 sqm 2071.3877 5th level 2.8 sqm 2071.3878 6th level 2.5 sqm 2071.3879 Terrace Level 2.5 sqm 2071.387

TOTAL for MLCP 20.3 18642.49

MLCP KEY PLAN

STATUS OF PROJECT IN JANUARY AT JOINING

• MAJORITY OF SUB STRUCTURE WORK WAS COMPLETED

• SOME PORTION OF PODIUM WAS LEFT.• GROUND STOREY OF MAIN BUILDING WAS

CONSTRUCTED• BASEMENT WAS COMPLETED EXCEPT STP AND

WATER TANK AREA.

FIRST FLOOR LEVEL

MAIN BUILDING

GROUND FLOOR LEVEL

BASEMENT LEVEL

M L C P

END OF JANUARY

STATUS END OF FEB

STATUS AT END OF TRAINING

STATUS OF QUANTITIES AS PER BOQSTATUS AT END OF

TRAININGACTIVITY UNIT OF

MEASUREMENT

SCOPE OF WORK QUANTITIES

COMPLETED QUANTITIES

% COMPLETION

EXCAVATION IN SOIL

cum 18575 17678 95

EXCAVATION IN HARD ROCK

cum 111191 111191 100

TOTAL 130066 128866 99PCC cum 4407 4007 91Anti-termite sqm 11327 10025 86shuttering sqm 144124 84331 59RCC cum 35026 22490 64Water proofing sqm 24041 12900 51Reinforcement MT 5344 3614 68

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CONTRACT DETAILS AND OTHER MANAGERIAL INFORMATION

CONTRACT DETAILS AND SCOPE OF WORK

• Type of contract : item rate contract• SPCL was awarded this contract through tendering precedure ( one

cover tender)• Scope of work:1. Construction of main building.

B+G+9 storey frame for main building of hospital including all RCC features such as water tank, linac wall etc.Block work for Main building.

2. Construction of multi-level car parking. (MLCP)Construction of MLCP RCC sub-structure, super-structure.block work for MlCPplastering and painting of MLCP

Total quantity as per scope of workITEM UNIT OF MEASUREMENT QUANTITY

EARTHWORK m3 1,30,066

ANTI-TERMITE TREATMENT m2 12,955

CONCRETING m3 35,026

SHUTTERING m2 1,44,124

REINFORCEMENT MT 5,344

WATER-PROOFING TREATMENT

m2 24,041

BLOCK WORK m2 38,270

PLASTERING m2 9,152

Main role and responsibility of SPCL

• Contractor is responsible for all the construction as per specification within stipulated time as per contract.

• Contractor is responsible for surounding enviornment and any hard to it.

• Contractor is responsible for staff and labour with respect to payment of salary, housing, transportation, Temporary site facilities.

Organization• SPCL is a ISO , BS-OHSAS CERTIFIED COMPANY• It has adopted integrated management system for

implementation , management , and improvement of health and safety

• Companies management is as perISO: 14001:2004Enviornment management system- standards with guidance for

useBS-OHSAS:18001 :2004British Standard Occupational Health and Safety Assessment

Specification

MAN POWER DETAILS• Approx 600 labors worked at site everyday• Labors are brought by labor contractor, and work is carried out

by labor contractor on item rate basis (only labor contracting )• At present there 25-30 labor contractor with 30-40 labor gangs.• Some of the labors are kept on daily wages basis. The cost of

labors on daily wages should not exceed 3-5 % of contracted labor.

• Labor colony was suitated on the parshik hill labor were given transportation facilities in trucks etc.

• Cost to company on labor for their staying and transportation INR 1300/month

MANPOWER DETAILSLABOR NUMBER

CARPENTER 255

FITTER 167

MATE 33

MASON 17

RIGGER 55

UNSKILLED 69

Average total of each day : 600 labors

STATUS OF QUANTITIES AS PER BOQSTATUS AT END OF

TRAININGACTIVITY UNIT OF

MEASUREMENT

SCOPE OF WORK QUANTITIES

COMPLETED QUANTITIES

% COMPLETION

EXCAVATION IN SOIL

cum 18575 17678 95

EXCAVATION IN HARD ROCK

cum 111191 111191 100

TOTAL 130066 128866 99PCC cum 4407 4007 91Anti-termite sqm 11327 10025 86shuttering sqm 144124 84331 59RCC cum 35026 22490 64Water proofing sqm 24041 12900 51Reinforcement MT 5344 3614 68

MATERIAL INFORMATION

• CONCRETE• REINFORCEMENT STEEL • SOLID BLOCKS • FINE AGGREGATE• CEMENT• PLY WOOD

CONCRETE

• Type of concrete used :Transit mix• Grades used : M25, M30, M40, M45 • Supplier : Swastik concrete supplier

• Batching plant details:• Schwing stetter • Located at Turbhe, 10 km from site • Capacity of 60cu.m/hr

MAIN BUILDINGFloor Columns SLAB-BEAMBasement M45 M25G.L M45 M251 STOREY VARIES M252 STOREY VARIES M253 STOREY VARIES M254 STOREY VARIES M255 STOREY VARIES M256 STOREY VARIES M257 STOREY VARIES M258 STOREY VARIES M259 STOREY VARIES M25TERRACE VARIES M25

RETIANING WALL-M30

MAIN BUILDINGFloor Columns SLAB-BEAM RAMPBasement M40 M25 M30G.L M40 M25 M301 STOREY M40 M25 M302 STOREY M40 M25 M303 STOREY M40 M25 M304 STOREY M40 M25 M305 STOREY M40 M25 M306 STOREY M40 M25 M30

RETIANING WALL-M30

• Transport details:

• Transit mixer (capacity 6 cu.m)• Speed of mixing/rotation : 2-6 rpm

For each truckload of concrete delivered, the following information appear on the delivery note:• Name of ready-mixed concrete batch plant• Date and serial number of delivery order• License number of the truck• Name of the purchaser• Name and location of job• Technical information including specified characteristic concrete strength, agreed slump, maximum size of coarse aggregate specified, trade name of admixture, etc.• Time of mixing / dispatch• Type of cement• Quantity of concrete

Placing of Concrete

• RMC concrete arrived at the site is placed in the forms mainly by two manners:

• Pumping• Manually by concrete bucket

Pumping

• The arrangement for pump and pumping pipelines are provided by swastik enterprise

• Rate for pumping of one cum of concreting: 150

• Before pumping is started first of all water is passed through the pipeline than the pipeline is greased with cement slurry

• At last soft ball is passed

By bucket and crane

• 0.5 cum bucket is used for concreting

• Generally manual concreting is used for columns and staircases

• Bucket is not fully filled a part is kept empty

Mix designGrade of concrete M50 M40 M30 M25

Permissible Minimum cement content in kg/ m³ of fully compacted concrete 425 380 340 320Permissible Maximum water/cement ratio

0.38 0.4 0.45 0.5

Mix designGRADE OF

CONCRETE M45 M40 M30 M25 SOURCEREMARK

S

Cement 450 400 375 370Ambuja OPC

53 Max 450

Flyash 85 75 70 70

FA (kg/cum) 747 789 803 808 Crushed sand Zone- 1CA- 20mm

(kg/cum) 691 718 724 723 Local CA- 10mm

(kg/cum) 367 381 381 384 Local

Water (kg/cum) 165 156 155 157 Admixture

(kg/cum) 6.69 5.94 5.56 5.19CAC superflow

66

W/C ratio 0.31 0.33 0.35 0.36

TESTING• IS: 1199: Method of sampling and analysis of concrete• IS: 516: Method of test for strength of concrete• IS: 456: Code of practice for plan and reinforced concrete

Tests performed at site:

• Slump test• Cube test

Slump Test Cube Test

Quantity of concrete in work,

m3

No. of samples

1 to 5 16 to 15 216 to 30 331 to 50 451 & above 4+1 additional sample

for each addl 50 m3 or part thereof.

•Slump cone method

•Minimum slump required for pumping = 120mm

RATES OF CONCRETEGRADE

RATE (INR)

M 7.5 3000

M 25 3900

M 30 4000

M 40 4400

M 45 4600

Consumptions

MONTHM7.5 (PCC) M25 M30 M40 M45

TOTAL (EXCLUDING PCC)

JANUARY 321 1456 867.5 748 3071.5FEBRUARY 1119 1773 834 643 3250MARCH 234 1809 1131 461 291 3692UPTO 14/4/13 72 792.5 532.5 165 47.5 1537.5

REINFORCEMENT STEEL • Thermo-Mechanically Treated Fe 500 D• Transported in trailer of 25 MT capacity

TESTING

• On Site Testing : 3 samples (600mm) are collected and their length and weight are measured accurately with the help of electronic weight

• Third party testing : 800 mm length bars checked for physical and chemical properties

Consumptions

Factors for steel

FLOOR

AREA

(sqm)

STEEL QUANTITY(MT) FACTOR KG/SQM

COL+SWSTAIRCASE

BEAM+SLAB

VERTICALS

HORIZONTAL

COMMULATIVE

1st FLOOR 4357 73.76 8 143 18.76 32.82 51.582nd FLOOR 4357 71.31 8 149.3 18.2 34.27 52.473rd FLOOR 4550 54.7 8 149.3 13.78 32.81 46.594th FLOOR 4550 54.23 8 149.3 13.68 32.81 46.495th FLOOR 4550 45.09 8 149.3 11.23 32.82 44.056th FLOOR 4550 49.72 6.8 149.3 12.42 32.81 45.237th FLOOR 4210 48.99 6.8 138.2 10.13 32.81 42.948th FLOOR 4210 35.83 6.8 138.2 10.13 32.82 42.959th FLOOR 4210 35.83 6.8 138.2 10.13 32.82 42.95TERRACE 4210 35.83 6.8 138.2 10.13 32.82 42.95

SOLID BLOCKS • Used for block masonry

• For 200 mm thick wall: 390 mm *190 mm *190 mm (INR 46)• For 100 mm thick wall: 390 mm* 90 mm* 190 mm (INR 28)

TESTING

• Minimum strength required = 3.5 MPa • Material testing report from manufacturer has results of 6 blocks for

strength and water absorption• 2 blocks tested in CTM on site

FINE AGGREGATE

• Natural sand from Surat• 1 bag = 40 kg (INR 82)

TESTING

• Sieve analysis and other test reports

• On site : Sand is taken in measuring cylinder of 1500 l capacity filled with water; 2 spoons salt is added. Volumetric silt content measured after 10 min settlement.

Allowable tolerance = 8 % by weight

CEMENT

• Grade : OPC Grade 53

• Company : Ambuja cement

• Rate per bag : INR 282

PLY WOOD

• Type: 12 mm thick semi-densified shuttering ply• Suppliers: Kimberly, Century etc• Allowable bending stress: 0.2 kN m/m• Allowable shear force: 6.16 kN/m• EI value: 1.07 KNm2/m• Size: 4’ x 8’• Allowable repetition : 12-20 • Rate : INR 50/sq.ft

TESTING

• IS 4990

• Weight of semi-densified plywood >29 Kg • 600 mm * 600 mm plywood piece is soaked in

water for 24 hr and bulging is checked. Allowable tolerance = 1 %

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Tools And EquipmentsEquipment information NUMBERS

TATA SUMO 1TATA PICK-UP 2

STATIONARY TOWER CRANE-BHAI CAPACITY-1.2T 1

STATIONARY TOWER CRANE-POTAIN CAPACITY-1.2T 1

DIESEL ELECTRIC GENERATOR 125KVA 1AIR-COMPRESSOR 1

AMBULANCE 1BAR BENDING MACHINE 8

BAR CUTTING MACHINE 6

SUBMERSSIBLE PUMP-25 HP 2



WELDING TRANSFORMER-400AMP 2

WELDING TRANSFORMER-600AMP 1

COMPRESSION TESTING MACHINE 1

ELECTRONIC WEIGHING MACHINE 1

MULTISTAGE PUMP 7.5 HP 1

ELECTRIC-NEEDLE VIBRATOR 3HP 6

DIESEL-NEEDLE VIBRATOR 5HP 2COMCRETE CHIPPER-11kg 2

DISC CUTTER(14") 1SAW CUTTER( 7") 5ANGLE GRINDER 2

AIR BLOWER 2HAND DRILLS 7MULTI-METER 1

EARTH LEAKAGE TESTER 1CONCRETE DRILL MACHINE 1

CONCRETE PUMP 1

TOWER CRANE (BHAI BT201)

• MODEL: BHAI BT201

• BOOM LENGTH : 45 m

• LIFTING CAPACITY AT 12 m : 6 T (6000 Kg)

• LIFTING CAPACITY AT 45 m : 1.2 T (1200 Kg)

• MAXIMUM HEIGHT: 120m (with Support at every 20m of height)

• FREE STANDING HEIGHT: 33.5m

• MAST SECTION : 3.0m x 1.3m

TABLE 4.2 OWNING OPERATING COST FOR BHAI CRANE(A). OWNING COST:Sr.no Description Designation Unit Value Remarks

1Principal Cost (P) INR. 6,000,000Approx. value indicative2Considered Economic Life (N) Years 10

3Salvage Value (S) % of P 15 900,0004Number of Working Hours (Maximum/

month) 360 Working Hrs per Year (W) = 4320

1. AVERAGE INVESTMENT VALUE(A.I.V) Calculations A.I.V = [P(N + 1) + S (N - 1)] / (2 x N) (P) 6,000,000 (N + 1) 11 (S) 900,000 (N - 1) 9 P(N + 1) 66,000,000 S(N - 1) 8,100,000

thus, AIV = (INR.) INR 3,705,000

2. INTEREST ON INVESTMENT & TAXESSr.no Description Designation Unit Value Remarks

1Yearly Taxes on Investment @ 12% (A) % of AIV 444,600 As per practices

followed2Insurance on Investment @ 17% (B) % of AIV 629,850 Total @ 29% of AIV = A + B = (Rs.) INR 249 per hour ……………. (1)

3. YEARLY DEPRECIATION

(Yearly) D = (P - S)/ N = 510000.00 (Hourly) D = (P - S)/ (N x W) = 118.06 thus, Hourly Depreciation = (Rs.) INR 118.06 per hour ……………. (2) Adding (1), & (2), we get INR 367 HOURLY OWNING COST OF TOWER CRANE

(B). OPERATING COST: 1. HOURLY FUEL, LUBRICANT & OIL CONSUMPTION

Sr.no Description Consumption

Cost of Fuel Total Remarks

1Electricity 24.5 14.00 123480 monthly2Lubricants As per site 10000.00 10000 monthly3maintenance As per site 15000.00 15000 monthly thus, Hourly Cost for fuel & lubricant = (Rs.) INR 412 ……………. (3)

2. COST OF MAN-POWER

Sr.no Description Number Salary Total Remarks

1Operators 2 10000 20000 Monthly2Helper 4 7500 30000 Monthly3foreman 0 0 thus, Hourly Cost for man-power = (Rs.) INR 139 ……………. (4) Adding (3) & (4), we get INR 551

HOURLY OPERATING COST OF TOWERCRANE

Total Hourly Owning & Operating Cost Sr.no Description Cost

HOURLY OWNING COST OF TOWER CRANE 367

HOURLY OPERATING COST OF TOWER CRANE 551

TOTAL HOURLY OWNING & OPERATING COSTINR 918

TOWER CRANE (SHIRKE) • MODEL: SHIRKE POTAIN MC85

• BOOM LENGTH : 50 m

• LIFTING CAPACITY AT 15 m : 6 T (6000 Kg)

• LIFTING CAPACITY AT 50 m : 1.2 T (1200 Kg)

• MAXIMUM HEIGHT: 120m

• FREE STANDING HEIGHT: 50m (then support at every 20 m)

TABLE 4.3 OWNING OPERATING COST FOR SHIRKE CRANE(A). OWNING COST:Sr.no Description Designation Unit Value Remarks

1Principal Cost (P) INR. 12,500,000Approx. value indicative2Considered Economic Life (N) Years 10

3Salvage Value (S) % of P 15 1,875,0004Number of Working Hours (Maximum/

month) 360Working Hrs per Year (W)

= 4320

1. AVERAGE INVESTMENT VALUE(A.I.V) Calculations

A.I.V = [P(N + 1) + S (N - 1)] / (2 x N) (P) 12,500,000 (N + 1) 11 (S) 1,875,000 (N - 1) 9 P(N + 1)

137,500,000 S(N - 1) 16,875,000

thus, AIV = (INR.) INR 7,718,750


1Yearly Taxes on Investment @ 12% (A) % of AIV 926,250 As per practices

followed2Insurance on Investment @ 17% (B) % of AIV 1,312,188 Total @ 29% of AIV = A + B = (Rs.) INR 518 per hour ……………. (1)


(Yearly) D = (P - S)/ N = 1062500.00

(Hourly) D = (P - S)/ (N x W) = 245.95 thus, Hourly Depreciation = (Rs.) INR 245.95 per hour ……………. (2) Adding (1), & (2), we get INR 764 HOURLY OWNING COST OF TOWER CRANE


Sr.no Description Consumption (kW)


1Electricity (kw) 31.9 14.00 160650 monthly2Lubricants As per site 8000.00 8000 monthly3maintenance As per site 10000.00 10000 monthly thus, Hourly Cost for fuel & lubricant = (Rs.) INR 496 ……………. (3)



1Operators 2 10000 20000 Monthly2Helper 4 7500 30000 Monthly3foreman 0 6900 0 thus, Hourly Cost for man-power = (Rs.) INR 139 ……………. (4)

Adding (3) & (4), we get INR 635

HOURLY OPERATING COST OF TOWER CRANE


HOURLY OWNING COST OF TOWER CRANE 764

HOURLY OPERATING COST OF TOWER CRANE 635

TOTAL HOURLY OWNING & OPERATING COST INR 1,399

BAR BENDING MACHINE • WINGET WB 42

• Built with Electro-Hydraulic driving system • Operating speed : 5 – 6 rpm

• 8 to 12 Tons of steel in 10hrs (equivalent to atleast 20 workmen)

• Maximum diameter of bar it can bend is 40 mm

TABLE 4.4 OWNING OPERATING COST FOR BAR BENDING MACHINE(A). OWNING COST:Sr.no Description Designation Unit Value Remarks

1Principal Cost (P) INR. 355,000Approx. value indicative2Considered Economic Life (N) Years 5



= 2880


A.I.V = [P(N + 1) + S (N - 1)] / (2 x N) (P) 355,000 (N + 1) 6 (S) 71,000 (N - 1) 4 P(N + 1) 2,130,000 S(N - 1) 284,000 thus, AIV = (INR.) INR 241,400


1Yearly Taxes on Investment @ 12% (A) % of AIV 28,968 As per practices followed2Insurance on Investment @ 17% (B) % of AIV 41,038

Total @ 29% of AIV = A + B = (Rs.) INR 24 per hour ……………. (1)


(Yearly) D = (P - S)/ N = 56800.00 (Hourly) D = (P - S)/ (N x W) = 19.72 thus, Hourly Depreciation = (Rs.) INR 19.72 per hour ……………. (2) Adding (1), & (2), we get INR 44

HOURLY OWNING COST OF BAR BENDING MACHINE


Sr.no Description Consumption (kW)


1Electricity (kw) 3.8 14.00 12600 monthly2Lubricants As per site 3000.00 3000 monthly3maintenance As per site 2000.00 2000 monthly thus, Hourly Cost for fuel & lubricant = (Rs.) INR 73 ……………. (3)



1Operators 2 0 0 Monthly2Helper 4 0 0 Monthly3foreman 0 0 0 thus, Hourly Cost for man-power = (Rs.) INR 0 ……………. (4) Adding (3) & (4), we get INR 73

HOURLY OPERATING COST OF BAR BENDING MAACHINE


HOURLY OWNING COST 44

HOURLY OPERATING COST 73


BAR CUTTING MACHINE • WINGET WS 42

• Built with Electro-Hydraulic driving system• Uses hardened tools with multiple cutting edges.

• 8 to 12 Tons of steel in 10hrs (equivalent to atleast 20 workmen)

• Maximum diameter of bar it can bend is 40 mm

TABLE 4.4 OWNING OPERATING COST FOR BAR BENDING MACHINE(A). OWNING COST:Sr.no Description Designation Unit Value Remarks

1Principal Cost (P) INR. 300,000Approx. value indicative2Considered Economic Life (N) Years 5



= 2880


A.I.V = [P(N + 1) + S (N - 1)] / (2 x N) (P) 300,000 (N + 1) 6 (S) 30,000 (N - 1) 4 P(N + 1) 1,800,000 S(N - 1) 120,000 thus, AIV = (INR.) INR 192,000


1Yearly Taxes on Investment @ 12% (A) % of AIV 23,040 As per practices followed2Insurance on Investment @ 17% (B) % of AIV 32,640

Total @ 29% of AIV = A + B = (Rs.) INR 19 per hour ……………. (1)


(Yearly) D = (P - S)/ N = 54000.00 (Hourly) D = (P - S)/ (N x W) = 18.75 thus, Hourly Depreciation = (Rs.) INR 18.75 per hour ……………. (2) Adding (1), & (2), we get INR 38

HOURLY OWNING COST OF BAR CUTTING MACHINE




1electricity 3.8 14.00 105 Hourly2Lubricant as per site 8 Hourly3maintenance as per site 14 Hourly thus, Hourly Cost for fuel & lubricant = (Rs.) INR 127 ……………. (3)



1Operators 2 0 0 Monthly2Helper 2 0 0 Monthly3foreman 1 0 0 thus, Hourly Cost for man-power = (Rs.) INR 0 ……………. (4) Adding (3) & (4), we get INR 127

HOURLY OPERATING BAR CUTTING MACHINE





AIR COMPRESSOR

Blows pressurized air for cleaning:• Concrete surfaces• Loose debris of concrete• Forms

• Generally air compressor is operated just before concreting

TABLE 4.6 OWNING OPERATING COST FOR AIR COMPRESSOR(A). OWNING COST:

Sr.no Description Designation Unit Value Remarks1

Principal Cost (P) INR. 800,000 Approx. value indicative2

Considered Economic Life (N) Years 10 3Salvage Value (S) % of P 10 80,0004Number of Working Hours (Maximum/

month) 90Working Hrs per Year

(W) = 1080

1. AVERAGE INVESTMENT VALUE(A.I.V)

Calculations A.I.V = [P(N + 1) + S (N - 1)] / (2 x N) (P) 800,000 (N + 1) 11 (S) 80,000 (N - 1) 9 AIV = [96000000 + 4200000] / (2 x 15) P(N + 1) 8,800,000 S(N - 1) 720,000

thus, AIV = (INR.) INR 476,000

2. INTEREST ON INVESTMENT & TAXES

Sr.no Description Designation Unit Value Remarks1Yearly Taxes on Investment @ 12% (A) % of AIV 57,120

2Insurance on Investment @ 17% (B) % of AIV 80,920 Total @ 29% of AIV = A + B = (Rs.) INR 128 ……………. (1)


(Yearly) D = (P - S)/ N = (Hourly) D = (P - S)/ (N x W) = thus, Hourly Depreciation = (Rs.) INR 66.67 ……………. (2) Adding (1), & (2), we get INR 194

HOURLY OWNING COST OF AIR COMPRESSOR




1High Speed Diesel (H.S.D) liters 6.0 50.08 601 Hourly2

LubricantConsidering 1000/month 10 Hourly

3Maintenance

considering 5000/month 50 Hourly

thus, Hourly Cost for fuel & lubricant = (Rs.) INR 661 ……………. (3)



1Operators 1 0 0 Included in

concreting rate2Mechanic 1 0 0 3Fore-man 1 0 0 thus, Hourly Cost for man-power = (Rs.) INR 0 ……………. (4) Adding (3) & (4), we get INR 661

HOURLY OPERATING COST OF AIR COMPRESSOR




TOTAL HOURLY OWNING & OPERATING COSTINR 855 Click here to go to content of presentation

CONSTRUCTION ACTIVITIES

• CONSTRUCTION OF COLUMN• CONSTRUCTION OF BEAM AND SLAB• WATER PROOFING ACTIVITY• CONSTRUCTION OF CIRCULAR RAMP• INSERT PLATES FOR CANOPY• BLOCK MASONRY • ROCK DRILLING• OVERVIEW OF OTHER MISCELLANEOUS ACTIVI

TY

CONSTRUCTION ACTIVITY

WATER PROOFING ACTIVITY

SPECIAL TENDER CLAUSES

• Water proofing to be done by experts• 10 years of warranty• Price to be quoted including all preparations

of surfaces

Procedure for water proofing

• Preparation of surface• Grouting works by bond grout• Application of CF crystal seal polymer


-CONSTRUCTION OF COLUMN

CONSTRUCTION OF COLUMN

• Formwork is the term given to either temporary or permanent molds into which concrete or similar materials are poured.

• Form work shall consists of but not limited to shores, bracings, sides of footing, walls, beams and columns, bottom of slabs etc. including ties, anchors, hangers, inserts, false works, wedges etc.

ACTIVITIES INVOLVED IN CONSTRUCTION OF COLUMN

• MARKING STARTER FIXING• REINFORCEMENT OF COLUMN• SHUTTERING FOR COLUMN• CONCRETING OF COLUMN

MARKING/STARTER FIXING

• First of all marking of column is done by the surveyor

• After that about 200-150 mm starter/kicker is constructed.

• Later after kicker is casted reinforcement for column is tied, form work is erected and column is concreted.

Necessity of starter/kicker

• Right positioning of column• All lines of beam and slab depends on column• To accurately erect column form work

Form work for column

Components of column formwork• Plywood • Steel waler• Aluminum secondary system• C-T prop• Angle plate • Splice plate• Universal outside fixing• Anchor plate• Tie rod• Wing nut• Flange claw assembly• Bent plate.

Component of column form work

Steel waler • Two ISMC channel back to back welded

together.• Lengths 0.8m, 1.2m ,1.6 m 2.0 m 2.4m.• Wt 16-47 kg

Aluminum secondary• made up of aluminum by extrusion welding• Length 3.3 m.• Top wooden wedge • Bottom arrangement for countersunk bolts• Wt 8.21 kg

C-T Prop• Collapsable tube prop.• Component of supporting system to tranfer

load to bearing strata.• CT250, CT300 , CT 340, CT410.• Cpa full open length 24KN, 18KN, 13KN, 11KN

Splice plate

Angle plate

Connecting pin

Universal outside fixing

Tie rod , wing nut ,anchor plate

Flange claw assembly

Bent plate

Reinforcement of column

Reinforcement of Column

• Supplier : TATA steel• Grade of reinforcement used : Fe 500 D• Dia of reinforcement for particular discussed

column: 25mm, 32 mm.• Binding wire : 18 guage galvanized iron

binding wire• BBS: prepared on site by BBS department• Coupler used for 32 mm bar.

Rate analysis for ReinforcementSR NO ITEM QUANTITY UNIT RATE AMOUNTA MATERIAL 1 STEEL FE 500D 0.932 MT 46000 42872

232 mm coupler with threading 4 nos 200 800

B LABOUR

1For cutting bending and fixing of reinforcement 0.932 MT 5100 4753.2

(A+B) 48425.2C SUNDRIES 1 Binding wire 10 kg 54 5402 40 mm PVC cover block 36 nos 2.45 88.2 D Water and Electicity 2 % of (A+B) 968.504 E Tools and Equiptment 484.25 (1 % of A+B) TOTAL 50423.6 15 % contractor's profit 57987.14 Rate for 1 metric tonne 62217.96

Concreting of column

• Grade : M45• Type: RMC• Mode of concreting : manual by bucket and

crane• Mode of vibration: 60 mm needle vibrator• Enabling works : staging and walk way plank• Mode of curing: hessian cloth• Deshuttering: 16-24 Hrs.

CLICK HERE TO GO TO CONSTRUCTION ACTIVITIES

SR NO ITEM QUANTITY UNIT RATE AMOUNT

A MATERIAL

1 Concrete M45 3 m3 4600 13800

( CONSIDERING 10 % WASTAGE)

B LABOR

1 For Concreting works 3 m3 400 1200

(A+B) 15000

C TESTING CHARGES 3 m3 30 30

D Water and Electicity

2 % of (A+B) 300

E Tools and Equiptment 150

(1% of A+B)

TOTAL 15460

15 % contractor's profit 17779

Rate for 1 cum of M45 6734.47


CONSTRUCTION OF BEAM AND SLAB

CONSTRUCTION OF BEAM AND SLAB

• Beam and slab are casted monolithically.• Type of frame : special ductile moment

resisting frame.• Here formwork assembly of a typical main

beam of third storey key plan is discussed• BBS of typical continuous beam and

monolithic concreting of pour-3 @ third storey is discussed.

FORM WORK FOR BEAM AND SLAB

COMPONENT OF FORMWORK FOR BEAM AND SLAB

• Aluminum primary beam• Aluminum secondary beam• Drop head• Base jack• Cuplock vertical• Horizontal ledger• ISMC 100• Plywood• Timber members• U-jack

Slab aluminum Primary

Aluminum slab secondary

Drop head

Base plate

U-jack

Cup lock vertical

Spigot pin

Horizontal ledger

D

J

C

I

Sr no Width(A)

Depth(B)

C D staging I H J

1 600 600 225 400 1.25*1.8 300 1000 750

2 200 600 130 750 1.25*1.8 300 1000 750

3 300 600 250 600 1.25*1.8 300 1000 750

4 750 750 250 500 1.25*1.8 300 1000 750

REINFORCEMENT OF CONTINOUS BEAM

IMPORTANT POINTS TO BE CHECKED AND OBSERVED WHILE REINFORCEMENT OF BEAM.

• Top bar should be lapped in center of the beam while bottom bars should be lapped at corner

• Not more than 50% of bars should be lapped at one point• Hooks of the stirrups should not come in one side• Beam bars should be placed at approx 1 m distance on both

side• Lap length: 50* diameter of bar• Anchorage length : 60* Diameter of bar• Bars of secondary beams should be placed over primary beam • Spacing of stirrups should be maintained.

SR NO ITEM QUANTITY UNIT RATE AMOUNTA MATERIAL 1 STEEL FE 500D 1.5645 MT 46000 71967 ( INCLUDING 5 % WASTAGE)

B LABOUR

1For cutting bending and fixing of reinforcement 1.49 MT 5100 7599

(A+B) 79566C SUNDRIES 1 Binding wire 10 kg 54 5402 30 mm cover block 111.75 nos 2 223.5


2 % of (A+B) 1591.32

E Tools and Equiptment 795 1 % of (A+B)

TOTAL 82563.01

15 % contractor's profit 94947.46

Rate for 1 metric tonne 63723.13

SLAB TOP REINF DETIALS

END PREPARATIONS BEFOR CONCRETING OF POUR

• After reinforcement is laid prior to concreting first of all visible debris are picked with the help of hand or some picking tools

• Then the compressed air is blown on the slab to remove all loose material • Finally water is sprinkled and slab is cleaned also all gaps in ply wood filled with

foam sheet and masking tape.• Before concreting all the staging arrangement is checked and ledger at 100 mm

are checked• Resting of staging arrangement on firm surface is verified• All secondary beams are supported with shikanjas at approximately 500 mm

distance.• All primary beam are supported using tie-rods in PVC sleeve• Also all column cap are supported by CT prop or vertical with U-jack at both

ends at nearest ledger• Staging of beams and slab are interconnected by ledger using swivel couplers.

CONCRETING OF POUR

• Grade : M25• Type: RMC• Mode of concreting : by pumping • Mode of vibration: 60 mm needle vibrator• Mode of curing: ponding by preparing wattas

SR NOITEM QUANTITY UNIT RATE AMOUNTAMATERIAL

1Concrete M25 130m3 3900 507000 ( CONSIDERING 10 % WASTAGE)

BLABOR

1For Concreting works 130m3 200 26000 (A+B) 533000

CTESTING CHARGES 130m3 10 1300

DWater and Electicity 2 % of (A+B) 10660

EPumping Charges 130m3 150 19500FTools and Equiptments (1 % of A+B) 5330 TOTAL 569790 15 % contractor's profit 655258.5

Rate for 1 CUM M25 5040.45

RATE ANALYSIS FOR CONCRETING

CLICK HERE TO GO TO CONSTRUCTION ACTIVITY


CONSTRUCTION OF CIRCULAR RAMP

CONSTRUCTION OF CIRCULAR RAMP

• For vertical transportation of vehicles in multilevel, car parking, circular ramp has been proposed.

• Circular ramp is typical from first storey to fifth storey, For construction of ramp shuttering of ramp is very important, as compared to reinforcement and concreting .

• Total length of ramp 25 meter along center line, slope 1:10.

RAMP DETAILS

SHUTTERING OF CIRCULAR RAMP

• Stagging• Decking• Sheathing• Levelling• Fixing beam side • Supporting

STAGING

• Stagging is done by 1.5m vertical and grid of 1.25m x 1.8m.

• Stagging is done more or less radially out words

• Before staging marking by surveyors is given marking such as center point of the ramp and levels at two corner of column for approximate rough idea

DECKING• Decking of ramp refers to arrangement of ISMC100 and

aluminium secondary ISMC100 is placed over staging grid on u-head and locked with wooden wedges, ISMC is placed such that it radiates out words from the center.

• Since the level is changing along circular line, to facilitate that aluminium secondaries are kept over the channel such that they form a circular part and can be levelled easily, means the grid portion can be levelled easily.

• In case of outer portion where the distance between staging is large and secondary cannot comodate a connecting staging is done and secondaries are fined.

SHEATHING

• After staging is done the ramp is covered with ply such that circular shape is visible.

• Generally full ply are used, if full not possible then only ply is cut.

• The staging and decked secondary is covered with plywood of 12mm thick.

LEVELLING• Levelling of circular ramp is most important, circular ramp is levelled with

the help of automatic level and staff.• An auto level is installed at stable place from where the whole ramp is

visible.• Now the surveyor marks the radial lines on the plywood. The center length

of the ramp is 25m, it is divided in 25 equal parts of 1m and marking is done this is done with the help of total station.

• Now, inner length is 16615 hence inner radius is divided into 25 parts hence marking is done at 665mm by the carpenter. All three points are matched and 25 radial lines are marker on ramp.

• Now staff is held at all three points and with the help of auto level the ramp is level, the level is lowered or lifted by adjusting U-jack and base-plate.

• Similarly the staff is shifted to all radial lines and the procedure is repeated, it is very tedious process.

FIXING SIDES OF INVERTED BEAM

• After the sheathing and levelling of ramp is done, sides of the inverted beam along is fixed there are two inverted beam along inner and outer side of the ramp, for fixing of sides first of all two templates are made

• Inner radius 4700mm• Outermost radius :10400

SUPPORTING• For supporting of staging, all the staging are inter connected by

swivel coupler and ledger. It is important to tie staging internally because if one staging fails other supports it, since the staging are erected on sloping ground it is necessary to inter connect the staging. Also the side of the inverted beam are checked, also the gaps between the ply is filled with foam sheet and scaled with masking tape.

• The staging are interconnected with ledgers at 3 spots along all verticals and at top and bottom, also cross bracing with 6m pipe is also done.

• Supporting is very crucial and needs special attention by the engineer.

Reinforcement of ramp

• In case of circular ramp the main problem is of bending circular reinforcement for that

• when the ramp, sheating and levelling is done, filter takes a 16mm dia. Bars and place at in position and bend it with hand on side he does this for inner and outer beam. So he makes 6 such templates bars of 16mm

• Now he takes the bar to the bending machine and bends 25mm dia. Bars same as 16mm dis bars, bends are made generally at 300mm. That this dependent on expertise of the bender.

CONCRETING OF RAMP

• Grade : M30• Type: RMC• Mode of concreting : By pumping• Mode of vibration: 60 mm needle vibrator• Mode of curing: Ponding

Click here to go to construction activities


INSERT PLATE FOR CANOPY

INSERT PLATE

• A special INSERT PLATES (M.S) has to be left in the beam for canopy, they can be considered as a part of reinforcement

• The use of insert plates can either be for any canopy structure further to be erected as finishing exact detail of which, was not given by client.

• For a rough idea, Insert plates are basically a steel plate with a anchor Of 20 mm or 16 mm dia bar attached with it

• A fabricating agency was called for this activity.

Second storey key plan

Insert plate detail

Insert plate details• First of all 16mm plate were indented for the work, mild steel plate comes in

dimension of 1250 x 2550 mm , 6 such plates were bought.• These plates are issued to the fabricator. Fabricator first of all cuts the plates to

required sizes i.e. 1200 x 600mm 16 plates and 1450 x 600 – 2 plates, with the help of gas cutter.

• After these anchor bars cut and bend as per specification are welded to the mild steel plates, since 8mm weld size is given, welder gives two run of weld, 8mm used is not ensured by any particular method they depends on skill of welder.

• After the insert plates are ready they are lifted by crane and brought to location, the outer beam top and bottom reinforcement are already laid, for insertion of plate the extra top bar of beam are not tied, the plate are inserted in position by anchor bars and after that extra top bars of beam are inserted.

• Insertion of plate needs extreme efforts near beam junction due to heavy reinforcement present.

SR NO ITEM QUANTITY UNIT RATE AMOUNT

A MATERIAL

2 M.S plate 16 mm( including 3 % wastage) 1.78911 MT 54000 96611.94

B LABOUR

2 for cutting welding fixing of M.S.plate 1.78911 MT 9000 16101.99

(A+B) 112713.9


2 % of (A+B) 2254.279

E Tools and Equiptment

0.5 % of (A+B) 563.5697

TOTAL 115531.8

15 % contractor's profit 132861.5 Rate for one metric tonne of Insert Plate 76798.58

Click here to go to construction activities

Construction activity

Rock Drilling

Rock Drilling

• Controlled Blasting Method• No pollution • No noise • No vibrations

Rock drilling Drawing

Equipments-Rock Drilling Machine

• Rock Drilling machine• Rock drilling machine used is a pneumatic

machine capable of drilling 27-48mm diameter holes up to depth of 10 to 12 feet.

• Drill beat used here is a 2 feet drill and 48mm in diameter.

• It is connected with a 6 HP compressor, the drill machine is connected to the compressor with the help of flexible hose

Equipments-Rock Splitter

• Rock Splitter• Hydraulic rock concrete splitter is used to split

the rock.• It is develops very huge splitting force of 800T

when it put into the pre-drilled holes of rock.• The hydraulic rock splitter is most suitable

tool. It has following salient features

Procedure• Rock drillers is used and holes of 48mm diameter are drilled in the

rock.• Drill beat drill hole of 2 feet deep and 48mm diameter, after a hole

is drilled a splitter is inserted and the cracks develop in the rock.• Rock splitter splits rock and diagonal cracks are developed, it

cracks above 400mm of the hole.• So in case a one meter rock has to be drilled the same set of

activity is done twice.• Once the large crack are developed rock is removed manually by

inserting steel bars in cracks• The large rock is then chipped in to pieces with the elp of chipper.

Mechanization of Rock Drilling

Rate analysisSR NO ITEM QUANTITY UNIT RATE AMOUNT

A LABOUR

1 FOR DRILLING OF ROCK 27.716 CUM 5200 144123.2

(A+B) 144123.2

B SUNDRIES

1 LABOUR COLONY CHARGE 6 PER MONTH 1300 7800

C Water and Electicity

2 % of (A+B) 2882.464

TOTAL 154805.7

15 % contractor's profit 178026.5

RATE FOR 1 CUM 6423.24

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Construction activity

Block Masonry

Block Masonry

• Apollo has awarded block masonry work to shapoorji paloorji co. Ltd of hospital main building while block work and plastering of MLCP, block work activity started at site at form march, solid concrete block work of 200mm, 230mm and 100mm are there in the scope of work.

• Right now at present 200 mm as well as 100mm block work is being carried out at site.

Ground storey Block masonry

Procedure for block Masonry

• Layout• Preparation of mortar• Laying of Bricks• Curing

Layout

• Layout is referred to laying of one layer in its exact position and getting it checked by the engineer

• Layout is done so that if there is any problem only one layer need to be altered

Preparation of Mortar

• As per guideline given tender mortar for 200 mm thick wall will be 1:6, one part cement and 6 part fine aggregate (volume batching).

• With the help of ‘farma’ gauge box cement and fine aggregate is mixed in mixing pan thoroughly

• For 100 mm thick block masonry work 1:4 proportion is prepared.

Laying of bricks• Block is slightly moistened with water before use• Blocks are laid so that all joints are well filled with mortar. The joints

are uniformed and generally 8-10mm thick..• Blocks are laid continuously up to 6 layers after that 75 mm R.C.C

runner is provided with two 8 mm bars and hooks@300mm c/c. After that further laying is done.

• Now, 100 mm wall “chall” is left in the masonry at specified distance at alternate courses, with of the opening is kept up to 110 mm.

• Once the sill level is achieved the opening for window is left and masonry is continued .

• The window is open up to the top hence no lintel beam is necessary. • The wall is cured for Three days

SR NO ITEM QUANTITY UNIT RATE AMOUNTA MATERIAL 1 Blocks 314 no 46 14444 ( CONSIDERING 10 % WASTAGE) 2 Cement 1.5 Bags 282 423 ( CONSIDERING 10 % WASTAGE) 3 Sand 13 bags 83 1079 ( CONSIDERING 10 % WASTAGE) B LABOR 1 For 200 mm Masonry works 22.8 m2 175 3990 (A+B) 19936D Water and Electicity 2 % of (A+B) 398.72 F Tools and Equiptments (0.5 % of A+B) 99.68 TOTAL 20434.4 15 % contractor's profit 23499.56

Rate for 1 m2 of block masonry 1030.682

Remark: 50 kg Cement bag = 35 literRemark: 40 kg sand bag = 24 liter

Rate analysis for 200 mm block masonry

Click here to go to construction activity

Over view of other construction activity observed

• Surveying• Excavation• Footing in Rock• Sleeves in vertical member

Surveying• Surveyor at site uses mainly automatic level and total

station for all surveying purposes• The total plot area has been traversed with 7 station point

and reference for all the footings and column are made in total station

• After the slab is casted total station is installed on the slab by back sighting any two point and the refrence point for all the points of column are marked.

• Vertical level are tranfered with the help of automatic level. Vertical level are useful for maintaining the required floor height and other purposes.

Excavation

• Exacavation with Pocklain (Back hoe)• Rates where for how many hours the machine

works• Large mobile cranes of 50 tonne capacity were

called, for lifting pocklain

Footing in Rock• As discussed earlier some of the rocks were coming in the

way and complete footing was not sitting for this purpose rock drilling was used also now rock cannot be drilled such that full footing sits, in many cases ¾ footing was sitting

• So with the permission of consultant bars of column were drilled in the rock upto the approved length and grouted

• Bars were drilled upto the depth of 450 mm and grouted with the help of mungu chemical.

• Thus for such footing half of the footing was constructed and bars of the column were drilled in side the rock upto the approved depth.

Sleeves in Vertical Member• Numerous sleeves of varying diameter and level were to be

inserted in the water tank as well as in retaining wall. • It is important that sleeve is of mentioned diameter and at

required level• First of all the reinforcement of the wall or water tank are

tied and than later on the reinforcement of the wall is cut and the puddle flange is kept in the position

• Not horizontal bars are kept below the puddle flange and welded in position at required level also for suck section of wall conventional aluminum secondary falcas cannot be used for that falca of plywood and timber need to be used.

THANK YOU

Date post:	13-Jan-2017
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