M/s.Project.

Loc. No...Tower Type.Foundation Classification.Gang Name.Work Activity.

M/s ..Date.Name of the Project:..Work ActivityGang NameLoc. No.Sl. No.DescriptionQuantity

1) 12MM Steel wire rope (Length200mtr)Meters

2) 16mm sling (length 1.5mtr.)Nos.

3) 16mm sling (length 10mtr.)Nos.

4) CrowbarNos.

5) D Shackle 10 Tcap.Nos.

6) Derrick Pole (Length 12mtr.)Nos.

7) Double sheave Pulley 05T cap.Nos.

8) Earth wire flat clampNos.

9) Hammer 1KgNos.

10) Hammer 5KgNos.

11) Hole PunchNos.

12) PP Rope 18MMBundle

13) PP Rope 20 MMBundle

14) PP Rope 22 MMBundle

15) PP Rope 24 MMBundle

16) Single Sheave Pulley (Close) 7.5 T Cap.Nos.

17) Single Sheave Pulley (Open) 7.5 T Cap.Nos.

18) Single Sheave Pulley (Close) 5 T Cap.Nos.

19) Single Sheave Pulley (Open) 5 T Cap.Nos.

20) Tommy Rod -16mmNos.

21) Tommy Rod 24mmNos.

22) D-Shackle 3.5 T Cap.Nos.

23) D-Shackle 9.5 T Cap.Nos.

24)

25)

26)

Signature EngineerNameSignature Site Supervisor / Safety stewardName

M/s ..Name of the Project:Work ActivityGang NameLoc. No.Inspection of Safety Belt

Sl. No.Batch No. of Safety BeltDate of InspectionCondition of hookCondition of jointsCondition of ropeCondition of tag / Stitching of stripsCondition of Shock absorberAcceptedRejected

01

02

03

04

05

06

07

08

09

10

11

12

Signature EngineerNameSignature Safety EngineerNameSignature Site SupervisorNameSignature Safety StewardName

M/s ..Date.Project EHS Safety Inspection Report Name of the Project:..Work Activity Gang NameLoc. No.Sl. No.ObservationsAction RequiredAction ByClose Out DateRemarks

Signature EHSONameSignature Site Engineer / Supervisor Name

M/s ..PEP TALK REPORT ( kaya- Sau$ krnao sao phlao saMrxaa pr kI ga[- cacaa- kI irpaoT- )Name of the Project:Work ActivityLoc. No. Name of Section In-chargeName of EHSOName of the Sub- ContractorNumber of workmen PresentDate & TimePep Talk Conducted byTopics Discussed1) Importance of Safety2) Benefit of safety measures3) Benefit of Good House Keeping4) Benefit of Inspection of T&P5) Proper use of PPEs (Safety Belt, Safety Shoes, Safety Helmets, Fall Arrester, Hand Gloves, Shoulder pad etc.)6) General Safety (Non use of mobile on tower, Avoid hot talk with coworkers) etc.

Response of Worker:

Remark any significant problem Identified :

SignatureSite Engineer. M/s ..Date.PERMIT TO WORK AT HEIGHT Name of the Project:..Work Activity Gang NameLoc. No.Permit Required from To ..Name of the Performing Agency:Risk Control Measures to prevent Fall of PersonDone

Not Required

1. Whether safe access to work place provided. (Ladder, Scaffolding with Platform, step bolt).2. Is the work area away from the vicinity of moving objects.3. Whether work platform is adequate with respect to strength and dimension.4. Is the working platform fully boarded.5. Work platforms provided with guard rail.6. Are the workmen screened for working at height.7. Adequate fall protection arrangement made ( Static line, double Lanyard harness with shock absorber, Fall Arrestor, Safety Net.)

Risk Control Measures for avoiding Fall of Material

1. Walkways, aisles & all overhead workplace cleared of loose material.2. Whether all tools & tackles inspected before use.3. Whether Hand Tools and handling material secured against accidental fall.4. Workmen provided with bag/ box to carry bolt, nuts & hand tool.5. Whether area below. Where the height work being performed is cordoned and unauthorized entries are avoided.

Permit Requested By:SignatureNameDesignationPermit Issued By:SignatureNameDesignation

Note: Frontline supervisor of the gang performing the activity should have PTW copy with him. One copy of PTW should retained by issuing authority. The permit is valid till the issue time, extension may be suitably obtained before expiry of permit Once the activities are over work place shall be left safe.

M/s ..FIRST AID REGISTERName of the Project:Work ActivityGang NameLoc. No.Sl. No.Date & TimeName of the injuredAge / SaxCategory / DesignationNature of the injuryPossible cause of injuryTreatment givenSignatureRemark

01

02

03

04

05

06

07

08

09

10

11

12

M/s ..VEHICLE & EARTH MOVING EQUIPMENT INSPECTION CHECKLISTName of the Project:Vehicle & Earth Moving Equipment Name & Number: Work Activity :Inspected By:Loc. No.:Sl. No.EquipmentsObservationsMeasure

01Engine Condition

02Clutch / Break / Hand Breaks

03Hydraulic System

04Guards / Covers / Doors

05Fastener lock points / Keys

06Horn / Revers Horns / Lights

07Indicators / Wipers Blades

08Operators fitness

09Tyre Pressure / Tyre Condition

10Condition of Battery and Lamps

11Operating leavers / steering

12Gauges and warning devices

13Fire Extinguisher Provided

14Rear Side Mirror

15Seat Belt

16Any other Points

SignatureM/s ..INSPECTION OF SAFETY EQUIPMENTS / PPESName of the Project:Work ActivityGang NameLoc. No.Sl. No.DescriptionUnitTotal Quantity Issued to GangChecked / ObservationsAcceptableRejectedRemark

01Safety Belt

02Safety Helmet Yellow

03Safety Helmet Blue

04Safety Helmet Green

05Safety Helmet White

06Safety Shoes with steel toe

07Canvas Shoes

08Gum Boots

09Reflected Jacket

10Leather Hand Gloves

11Cotton Hand Gloves

12Rubber Hand Gloves

13First-aid box

14Fall Arrestor (Anchored)

15Retractable Fall Arrestor

16Life line Rope

17Discharge rod

18Horizontal Life Line

19Barricading tape

20Red Flags

Signature of Safety EngineerSignature of site engineerM/s ..Name of the Project:Stringing Activity from Loc. No. To Loc. No. Sl. No.ParticularsObservations

01Incorporate all crossings namely distribution lines, EHV Lines, NH / SH and Railway crossings,

02Incorporate distance of all crossings from nearest tower.

03Incorporate proposed stretch with ascending and descending sections status.

04Incorporate proposed makeup /Rough Sag and Final sagging tower location elevation if any.

05Incorporate whether stringing to be done manualy / by TSE.

06Highlight soil nature and possibilities of Rough Sag dead- men / Back stay pits at proposed tower locations.

07Indicate tentative sanction of Power outage on distribution / EHV Lines / Electrified Railway crossings.

08Show the height of respective Angle towers make up / Rough Sag / Final Sag Proposed.

09Prescribe any specific client requirement in respective section.

10Confirmation regarding Tightening of towers including fixing of shortage pieces if any.

11Confirmation regarding availability of all required T&P in good condition of suitable capacities.

12Confirmation regarding knowledgeable / experienced & skilled technicians for working on tower top.

13Status of trees available / whether trimming or cutting of trees within corridor completed.

14If enroute Forest / restricted areas, status of approval / sanction to execute stringing.

15Any Other Point

Signature of I/C / Site EngineerSafety EngineerProject ManagerM/s..Name of the ProjectDate:Name of the stringing In-charge.Name of the Site Engineer:Name of the Sub contractor.No. of Fitters / Helpers:Nature & Type of the Terrain:Whether Condition:Name of the Tensioner Operator:Name of the Puller OperatorStringing Span:Tower Loc. No..to Tower Loc. NoSpan Details:

Back stay Rough Sag01. Details of Major Road / river crossing :02. Requirement of Scaffolding03. Details of Village Pedestrians Crossings :04. Details of Rail Crossings05. Status of Rail Crossing Permit : 06. Status of ROW Clearance Required07. Details of Electrical Lines Crossings

SI NO.SPANElectrical Line Crossing Details

Status of Electrical Shutdown PPT:

08. Tower Completion & tightening inspection Status:09. Transportation Details:Material details shifting from Store to Tower Location: i. No. of Conductors Drum:ii. No. of Earth Wire Drum:iii. No. of Pilot Wire Drum:

TOWER ERECTION METHODLOGY

The work procedure is sub divided into following:A. Extension of derrick poleB. Lifting of Leg jointC. Fixing of bracing pieceD. Lifting of panelE. Lifting of peak F. Lifting of x-arm

Man power RequiredGang leader- 1, Fitter- 10, Helper-15, Labour-15

List of Personal Protective Equipment1- Safety helmet(As per IS 2925 and DGMS approved) with colour codification i.e. For Gang Leader Blue ..Nos. For Fitters RedNos. For helper / workers Yellow..... Nos. For Safety Officer / Safety Stewards Green.. Nos.For others Supervisors & staff White. Nos.2- Safety shoesFor ground workers leather safety shoes with steel toe. Pairs.For Fitters working on tower Canvas shoes without steel toe.. Pairs3- Rubber Gum boot (Working in muddy and sludgy field) ..Pairs4- Twin lanyard with shock absorber & tool kit. Nos.5- Mobile fall Arrester (Four Nos. ropes and anchors with equal No. of fitters). Nos.6- Retractable type fall Arrester Nos.7- Hand gloves ( Cotton with rubber dot for fitters & Leather hand gloves for Material Handling workers). Pairs.8- Rubber hand gloves (Electric shock proof) Pairs.9- Dust Mask (Working in dust area) Nos.

Tools Required for Erection Derrick pole (12 meter) 4No. 12 mm steel wire rope (300 m) 2No. 16mm wire rope(10m) 4No. 16mm sling (length-1.5 meter) 5No. 16mm sling length-10m) 2No. Crowbar- 50No. D-Shackle 10 T CAP 10N0. Double sheave pulley (7.5 ton) 6 No.

Single sheave pulley (closed) 10No. (5ton) PP Rope(18mm) 4 bundle PP Rope(20mm) 8 bundle PPROPE(22mm) 6 bundle PPROPE(24MM) 4 bundle- Single sheave pulley(open) 10No. (5ton) Tommy rod- 24mm10No. Earth wire flat clamp 4No. S- hook 12mm 2No. Turn Buckel 10Ton Cap.4Nos.

WORK METHOD OF TOWER ERECTIONO- Meter body Ext - 1. Total weight- 20684 KG.588 kg2. One leg weight 221kg3. 1 leg weight (joint with four leg)- 881kg4. Total weight of four side of leg- 70485. One side of weight of bracing (panel) 1.8 ton6. Total weight on four side of panel o- meter body - 13.6 ton

Procedure for lifting Derrick pole -Get the approved drawing for tower erected -Do not start before 14 days concerting. -Clit plate fitted in stub. Derrick pole joint in back side of stub Four no guy rope 22mm or 24 mm should be on the top of derrick pole Double pulley should be fixed on top of derrick with the help of 8 ton d-shackle and it should be fixed near the stub. Sling should be fixed with tractor. For lifting derrick pled made a structure (horse type in middle of derrick pole For lifting derrick pole with the support of structure and pulling by tractor. All guy rope supported with two people for balancing derrick pole. All guy rope have required three crow bar and it should be cross design

Lifting of First leg-

Weight of leg -- 1 Leg (joint with 2 no leg each leg capacity 220 kg) - 440 kg Length of leg - 5 meterRequirement of material for lifting of lega- D-shackle - 8 tonb- Pulley -5 tonc- Double sheave pulleyd- Steel wire rope 16mme- PP Rope( Guy rope) -24 mm RopeWork procedure for lifting leg Leg are assemble on ground Before lifting tower leg wire rope should be wrapped in the middle of tower portion and fixed 8 ton de-shackle in sling. Five ton pulley use in leg fixed with d-shackle. Double sheave pulley used on the top of derrick and connected with leg for lifting process. Lefty are fixed with stub with 16 mm wire rope and single open pulley used for lifting leg. One times lifting one leg. During lifting leg two guy ropes fixed on the leg, same procedure use for all balance legFixing of Bracing Piece- Weight of bracing piece (Panel) 1.8 tonWork Procedure for lifting Bracing- Bracing(panel) should be assemble on ground Bracing will be lifted by leg Both side of leg use 5 ton pulley with 8 ton D-shackle 5 ton pulley use in bracing in two place with pp rope Three guy rope 24 mm size should be used in bracing for supporting.one guy rope fixed in middle. Two guy rope 24 mm size use on each leg Lifting of bracing with help of tractor.Note- All three side of bracing lifting in same procedure

Diagrame for lifting Bracing

Basic body-1 Extension- 1. Total weight- 19287.8762. One leg weight - 2213. 1 leg weight (joint with four leg)- 8814. Total weight of four side of leg- 70485. One side of weight of bracing (panel) 1.6ton6. Total weight on four side of panel o- meter body 12.8 tonWok procedure for lifting leg- First, extend the derrick pole and derrick pole fixed in leg with PP rope and sling 5 ton pulley used on derrick pole with 8 ton d-shackle for lifting leg Leg assemble on ground and 5 ton pulley fixed in the middle with d-shackle Three guy ropes fixed on the top of derrick pole Two guy ropes fixed on the leg. Lifting the leg with help by tractorNote all the balance side of leg lifting in same work procedureNext level of leg lifting in same work procedure.Work procedure for lifting bracing-Basic body-2 1. Total weight- 174142. One leg weight - 2213. 1 leg weight (joint with four leg)- 8814. Total weight of four side of leg- 70485. One side of weight of bracing (panel) 1.3ton6. Total weight on four side of panel basic body 10.4 ton

Work procedure for lifting legLifting of leg should be same work procedure like aboveWork procedure for lifting bracing- same as aboveCAGE PART-11. Total Weight - 9250.947kg2. One leg of weight -2303. One leg weight(joint with 4no leg)- 9114. Total weight of four side of leg-3644 5. Length of leg- 6.6 meter6. Weight of panel (Bracing) - ton1.37. Total weight on four side of panel basic body 5.2 ton

Work procedure for lifting Cage part 1-All lifting material should be lifting with double derrick pole.Each leg and panel will lift separately

CAGE PART-21. Total weight -11307kg2. First Weight of leg (only single leg joint- 419 kg3. Length of leg 4.7 meter4. Second leg of weight (single) - 4315. Length- 4.9 meter6. Total weight of four side of leg -3400kg7. Weight of Bracing (panel) -1.9 Work procedure for lifting cage part-2All lifting material should be lifting with double derrick pole.Each leg and panel will lift separately

CAGE PART-3 Total weight- 7619.964 kg1. Weight of leg (only single leg joint) -325 kg2. Length of leg- 5.4 meter3. Weight of leg(single leg joint) -220 kg4. Length of leg- 5 meter5. Total weight four side of leg- 21806. Weight of bracing- 1.3 ton7. Total weight of four side of bracing- 5439.964

Work procedure for lifting of cageAll lifting material should be lifting with double derrick pole.Each leg and panel will lift separatelyCAF PART -4 Total weight- 4250.2561. Weight of leg(only single leg joint)- 141 kg2. Length of leg - 7 meter3. Total weight of four side of leg- 564 kg4. Weight of panel- 921.564 kg5. Total weight of four side of panel-3686.256 kg6. Work procedure for lifting cage part 4PEAK Weight of peak - 1823.00Weight of one side of peak 911.65 kg Material required for peak1. Pulley(closed)- 2no2. Pulley open - 2no3. Sling(16 mm)- 15 meter4. Wire rope(12mm)- 300 meter5. PP ROPE(24mm)6. D-Shackle- 8ton- 10 no

Work procedure for lifting of peak

Lifting the peak by two derrick pole Assemble the peak on ground and fully fitted and punching Binding the peak with 16 mmx15 meter sling in the ( use gunny bags) Two derrick pole joint at top with rope and four guy ropes are provided 12 mm wire rope fix one end in peak with 8 ton d-shackle and the wire rope come to derrick pulley then wire rope go to tower body pulley and fixing the another end of wire rope connected to tractor One center guy rope provides the peak for not touch the tower body. Note same procedure should be used for lifting another side of peak

TOP CROSS ARM Weight of cross arm 3620.984One side point cross arm - 1.305 tonOne side box cross arm - 2.315 tonMaterial (tools)l used for lifting cross-arm Pulley (open) 5 ton- 4Pulley (closed) 5 ton -4D-Shackle-8ton - 8 no Sling (16mm) 5 meter - 2noSling (16mm) 15 meter- 2 noSling (12mm)- 3oo meter- 1 noPP Rope (24 mm)- 2 bandalWork procedure for lifting Top cross arm-1. Derrick Pole and peak are using to lifting the top cross arm.2. Assemble the top cross arm in ground and fully tightening & punching.3. Cross arm (16mm*15 meter) two sling use to bolding the arm. (gunny bags are using) Same methods are provided in peak.4. Then the sling fix in a two close pulley (5 ton capacity) in two side. Same methods are provided in peak.5. The two sheave pulley lefty is use and lifting the top cross arm.24mm PP rope is using in the wall guy.(Wall rope is 120 meter long in tower center)6. Tie each other Four Derrick pole is joint in top and four guy rope is providing, then the two lefty is fix to peak joint and tightening the lefty in leg also.7. Lefty is pulling by Tractor

MIDDLE CROSS ARMWeight of middle cross arm- 3996.286 kgWeight of one side point cross arm- 1.17 tonWeight of one side box cross arm- 2.79 ton

Material (tools) used for lifting cross-arm Pulley (open) 5 ton- 4Pulley (closed) 5 ton -4D-Shackle-8ton - 8 no Sling (16mm) 5 meter - 2noSling (16mm) 15 meter- 2 noSling (12mm) - 3oo meter- 1 noPP Rope (24 mm)- 2 bandal

Work procedure for lifting middle cross arm-1. Assemble the middle cross arm in ground and fully tightening & punching.2. Middle Cross arm (16mm*15 meter) two sling use to bolding the arm. (gunny bags are using) Same methods are provided in top cross arm.3. Then the sling fix in a two close pulley (5 ton capacity) in two side. Same methods are provided in top cross arm.4. The two sheave pulley lefty is use and lifting the middle cross arm.24mm PP rope is using in the wall guy.(Wall rope is 120 meter long in tower center)Lefty is pulling by Tractor

Diagram for lifting Middle cross arm(Box-Side)

Diagram for work procedure middle x-arm (BOX Side)

BOTTOM CROSS ARM Weight of bottom cross- arm- 5639.792 kgWeight of one side point cross arm -1.69 tonWeight of one side box cross arm- 3.947 ton

Tools required for lifting cross armTools are same like middle cross arm

Work procedure for lifting bottom cross arm1- Assemble the bottom cross arm in ground and fully tightening & punching.2- Bottom Cross arm (16mm*15 meter) two sling use to bolding the arm. (gunny bags are using) Same methods are provided in Middle cross arm.3- Then the sling fix in a two close pulley (5 ton capacity) in two side. Same methods are provided in middle cross arm.4- The two sheave pulley lefty is use and lifting the bottom cross arm.24mm PP rope is using in the wall guy.(Wall rope is 120 meter long in tower center)5- Lefty is pulling by Tractor