PRICEBIDPkg67KESINGAJUNAGARHLINE

7/25/2019 PRICEBIDPkg67KESINGAJUNAGARHLINE

1/6

SUPPLY_ SUBSTATION EQUIPMENT/MATERIALS

S. No. DESCRIPTIONOFITEMS

SUPPLYOFFOLLOWING EQUIPMENTS

(Asper Technical Specification)

UNITS Quant it yf or:

constructionof 1

no. 132 kVfeeder

bay Extn. at

132/33kV

KesingaSS

Quantityfor:

Constructionof

1no.132Kv Fdr.

Bay Extn. at

132/33KV Sub-

Stationat

JunagarhSS

Total Quantity Unit Ex-WorksPrice

ININR

TotalEx-Works Price

ININR

Unit F&ICharges

ININR

TotalF&ICharges

ININR

Mode ofTransaction

(Direct orBought-out

item)

Unit Excise duty

ININR

Unit VAT

ININR

Unit CST

inINR

Any other tax

ININR

TotalTaxesandduties

ININR

Unit FORDPrice

ININR

TOTAL FORDPrice

ININR

1 2 3 4 5 6 7.00 8=7X6 9.00 10=9X6 11 12 13 14 15 16= 12+13+14+15 17=7+9+12+13+14+15 18=17X6

1145 KV,800-400-200 A,31.5 KA,4CORE SINGLE PHASE CURRENT TRANSFORMER

NOS 3 3 6 0.00 0.00 0.00 0.00 0.00

2 145 KV,1200A,31.5KA,ISOLATORS

2.1 S/IWITHOUT EARTHSWITCH NOS 1 1 2 0.00 0.00 0.00 0.00 0.00

2.2 D/IWITH SINGLE EARTHSWITCH NOS 1 1 2 0.00 0.00 0.00 0.00 0.00

3145 KV,6600pF,3CORE,SINGLE PHASE CAPACITOR VOLTAGE T RANSFORMER

NOS 3 3 6 0.00 0.00 0.00 0.00 0.00

4 120 KVMETAL OXIDE SURGE ARRESTOR, 10 KA, ClassIII NOS 3 3 6 0.00 0.00 0.00 0.00 0.00

5 132 KVBusPost Insulators NOS 2 2 4 0.00 0.00 0.00 0.00 0.00

6 145KV,3150A,40KA,SF6,CIRCUIT BREAKER WITHSUPPORTING STRUCTURE NOS 1 1 2 0.00 0.00 0.00 0.00 0.00

7 BUSBAR &CIRCUITMATERIALS

7.1 TENSION& SUSPENSIONANTI FOGTYPE INSULATOR STRING

7.1.1120 kN ANTIFOGINSULATOR STRINGS for Double Moose cond (TENSION)-132 KV SET 6 6 12 0.00 0.00 0.00 0.00 0.00

7.1.2120 kN ANTIFOGINSULATOR STRINGS for Single Moose cond(T ENSION)-132 KV

SET 12 12 24 0.00 0.00 0.00 0.00 0.00

7.1.390 kN A NTIFOG IN SU LATO R STRIN GS f o r D ou b le / S in g le Mo os e c on d (

SUSPENSION)-132 KVSET 9 9 18 0.00 0.00 0.00 0.00 0.00

7.2 ACSR MOOSE CONDUCTOR KMS 0.5 0.5 1 0.00 0.00 0.00 0.00 0.00

7.3HARDWARES& FITTINGS/SPACERS/CLAMP & CONNECTORS

LOT 1 1 2 0.00 0.00 0.00 0.00 0.00

7.4 EA RTH ING SPIK E& IT 'SFITTIN G t o befi xed ont heTow ercol um nas perO PTCL

standard(50NBHeavyGauge 7mtrslongGIpipe & accessories& 2 Nos65NB50

SETS 3 3 6 0.00 0.00 0.00 0.00 0.00

7.5 SUBSTATION EARTHING SYSTEMS

7.5.1EA RTH ING CO ND U CTO RFO RBU RRIA L: 75X10 m m G I Flat for l ayi ng (spacing

maximum5mbothway )MTRS 700 700 1400 0.00 0.00 0.00 0.00 0.00

7.5.2EARTHINGCONDUCTOR:50X6 mm GI Flat for Raiserfrom t heburia l earth m at t o

equipment,structure etc)MTRS 450 450 900 0.00 0.00 0.00 0.00 0.00

7.5.3EA RTH ING D EVICE & A SSO CIA TED A CCESSO RIES (50 m m heavy duty G I

PERFORATEDPIPE 3 mtrslong for treated earth pit) MTRS 25 25 50 0.00 0.00 0.00 0.00 0.00

7.5.4EARTHINGDEVICE & ASSOCIATEDACCESSORIES 40mm MSrod 3 mtrslongfor non

treatedearth pit)MTRS 25 25 50 0.00 0.00 0.00 0.00 0.00

7.5.5

G.ICable Traysincludingsupport GIangle suitablefor differentsections i.e.Section:1-1,2-2,3-

3 & 4-4 alongwith itsaccessories in complete shape asper TS.

'7.5.5.1 section 1-1 MTRS 80 80 160 0.00 0.00 0.00 0.00 0.00

'7.5.5.2 Section2-2 MTRS 70 70 140 0.00 0.00 0.00 0.00 0.00

'7.5.5.3 Section 3-3 MTRS 50 50 100 0.00 0.00 0.00 0.00 0.00

'7.5.5.4 section 4-4 MTRS 2 2 4 0.00 0.00 0.00 0.00 0.00

7.6SUB STATIONSWITCHYARDBMK,AC CONSOLE & OTHER MARSHALLINGBOXES

7.6.1 BAYMARSHALLINGKIOSK(01 No 132 kv bay ) NOS 1 1 2 0.00 0.00 0.00 0.00 0.00

7.6.3 CT&CVTOutDoorConsole Boxes NOS 2 2 4 0.00 0.00 0.00 0.00 0.00

8 SWITCH YARD STRUCTURES (LATTICE TYPE) FOR 220/132/33 KV CLASS

INCLUDING FOUNDATIONBOLTS& NUTS.

8.1 DIFFERENTTYPESOFCOLUMNS WITH DETAILS

8.1.1 T1S- 132 KV(NOMINAL UNIT WT- 1.2 MT) NOS 2 2 4

8.1.2 T4S- 132KV (NOMINAL UNIT WT-0.95 MT) NOS 1 1 2

8.2 DIFFERENTTYPEOFBEAMS WITH DETAILS

8.2.1 G1 - 132 KV(NOMINAL UNIT WT-0.62 MT) NOS 2 2 4

8.2.2 G2 - 132 KV(NOMINAL UNIT WT-0.91 MT) NOS 2 2 4

8.3 TOTAL WEIGHTOFCOLUMN& BEAM MT 6.41 6.41 12.82 0.00 0.00 0.00 0.00 0.00

8.4 SUPPORT STRUCTURES ( LATTI CE/ PI PETYPE) FOR ALL 132 KV & 33KV

EQUIPMENTS

8.4.1 ISOLATORS-132KV SET 2 2 4

8.4.3 CTS-132 KV SET 3 3 6

8.4.5 CVTS-132 KV SET 3 3 6

8.4.8 Surge Arrester-132 kV SET 3 3 68.4.9 Wave Trap-132 KV SET 2 2 4

8.4.10 BPI-132 KV SET 2 2 4

8.5 TOTAL WEIGHTOF EQUIPMENTSTRUCTURE MT 5.382 5.382 10.764 0.00 0.00 0.00 0.00 0.00

8.6 Total weightof GINutsand boltsfor the above structures MT 1 1 2 0.00 0.00 0.00 0.00 0.00

9 GENERAL E UIPMENT&SUBSTATIONACCESSORIES

9.1 POWERCABLES,1.1KV,PVC/XLPE,ARMOURED,ALUMINIUMCONDUCTOR (As

erS ecification)

9.1.3 PVC 3.5 CX35mm2 MTRS 250 250 500 0.00 0.00 0.00 0.00 0.00

9.1.4 PVC 4 CX6 mm2 MTRS 250 250 500 0.00 0.00 0.00 0.00 0.00

9.1.5 PVC 2CX6mm2 MTRS 200 200 400 0.00 0.00 0.00 0.00 0.00

9.2 CONTROL CABLES,1.1KV, PVC,STRANDEDCOPPER(Asperspecification)

9.2.1 2 CX2.5 mm2 MTRS 500 500 1000 0.00 0.00 0.00 0.00 0.00

9.2.2 4 CX2.5 mm2 MTRS 2500 2500 5000 0.00 0.00 0.00 0.00 0.00

9.2.3 5 CX2.5 mm2 MTRS 500 500 1000 0.00 0.00 0.00 0.00 0.00

9.2.4 7CX2.5 mm2 MTRS 500 500 1000 0.00 0.00 0.00 0.00 0.00

9.2.5 10 CX2.5mm2 MTRS 1000 1000 2000 0.00 0.00 0.00 0.00 0.00

9.2.6 12 CX2.5mm2 MTRS 1000 1000 2000 0.00 0.00 0.00 0.00 0.00

10 ACCESSORIESFOR PLCCSYSTEM AS PERTECHNICAL SPECIFICATION

10.1

132kV LineTrap forPedestalmountingwith complete accessories:1200A, 0.5mH, (90-

500kHZ),Isc=31.5kAcompatible to IEC 353 specifications NOS 2 2 4 0.00 0.00 0.00 0.00 0.00

10.2 LINE MATCHINGUNIT & LINE MATCHINGDISTRIBUTION UNIT SET 1 1 2 0.00 0.00 0.00 0.00 0.00

10.3

12.5mmOD armouredCo-axialCable;Impedance:75ohms, InsulationResistance:100Meg

OhmsDielectric strength:5 kV, Signalattenuation:6dB/KM (Max)at 500 kHzMTRS 500 500 1000 0.00 0.00 0.00 0.00 0.00

10.4 4 PAIR NONARMOUREDTELEPHONE CABLES MTRS 100 100 200 0.00 0.00 0.00 0.00 0.00

10.5 2 WIRE TELEPHONE SET NO 4 4 8 0.00 0.00 0.00 0.00 0.00

11SUBSTATIONLIGHTING(ASPER SPECIFICATIONANDAPPROVEDDRAWINGS

)(Switchyard andother streetarea)

11.1

SUB-STATIONSWITCHYARD LIGHTING ,150Wat t F lood l igh t ing, IT INCLUDES

SUPPLYOF FIXTURES& LAMPS(LED )of reputed make (Philips/CGL/Bajaj) with

sw i tchgear ,G ICondui te tc. ( L ight ing f ix turesare tobef ixedr ig id lyon theColumnat a

suitable height so that the required lux can be maintained).NOS 6 6 12 0.00 0.00 0.00 0.00 0.00

12 PROTECTION,CONTROL METERING, EVENT LOGGER,BUS BAR PROTN

PAN,COMM PAN, RELAYTOOL KITSAS PER TECH SPEC12.1 132 KVSIDE

12.1.1 FEEDER CONTROL & RELAYPANEL(Duplextype) NOS 1 1 2 0.00 0.00 0.00 0.00 0.00

13 AC&DC SYSTEM

13.1 ACSYSTEM

13.1.1 INDOOR RECEPTACLE BOARD SET 1 1 2 0.00 0.00 0.00 0.00 0.00

14 BESTQUALITY&APPROVEDMAKE RUBBERMATTO BEKEPTINFRONTOFALL

, .

Nos. 2 2 4 0.00 0.00 0.00 0.00 0.00

TOTAL OFSUBSTATION-2A(PART-I) 0.00

SUPPLY_ TRANSMISSIONLINEEQUIPMENT/MATERIALS

S.No. SUPPLY OF FOLLOWING EQUIPMENTS

(Asper Technical Specification)

UNITS TOTAL

QUANTITY for

constructionof

132KVSC

Transmission

line onDC tower

from

132/33kVKesing

aGri dS /s to

proposed

132/33kV

JunagarhGrid

S/s

(APPROX.LENG

TH52.794kms.)

Unit Ex-WorksPrice

ININR

TotalEx-Works Price

ININR

Unit F&ICharges

ININR

TotalF&I Charges

ININR

Mode ofTransaction

(Direct orBought-out

item)

Unit Exciseduty

ININR

Unit VAT

ININR

Unit CST

inINR

Any other taxININR

TotalTaxes andduties

ININR

Unit FORD Price

ININR

TOTALFORDPrice

ININR

1 2 3 4 5 6=5X4 7 8=7X4 9 10 11 12 13 14=4X(10+11+12+13) 15=5+7+10+11+12+13 16=4X15

1

SUPPLYof Fol lowingtypetestedLatticetypeGalvanizedsteeltangent/ Angletower

withstubsandcleats,differenttypeof G.IHTNuts& Bolts,washer,springwasherfor

the towers,hangerandal l accessories,towersuperstructurecompleteincludingstep

bolts.Supply ofblackbituminouspaintforthreecoatsup toa heightof 500mmabove

the cooping(legs & bracing members).Al l Supply should confirm to theTechnical

Specification.

.

1.1 PATYPE (SUSPENSION)TO WERS (Nominalunit weight 3.430MT ) Nos. 147

1.1.1 +3EXTENSION (Nominalunit weight 0.537MT) Nos. 19


1.2 PBTYPE (30degANGLE )TO WERS (Nominalunit weight 4.973MT) Nos. 26

1.2.1 .+3 EXTENSION(Nominalunit weight 1.018MT) Nos. 3

1.3 PCTYPE (60deg ANGLE )T OWERS (Nominalunit weight 6.214MT) Nos. 12

1.3.1 .+3 EXTENSION(Nominalunit weight 1.119MT) Nos. 1


1.4 URTYPE TOWERS (Nominalunit weight 13.585MT) Nos. 4


1.5 TEMPLATES

1.5.1 PA(Nominalunit weight 0.665MT) Nos. 15

1.5.2 PB(Nominalunitweight0.602MT) Nos. 3

1.5.3 PC(Nominalunitweight0.904MT) Nos. 2

1.5.4 UR(Nominalunitweight1.509MT) Nos. 1

1.6WEIGHT OFTHE STRUCTURES(includingTowerstubs,Templates& Foundation

Nut andBolts)MT 947.47 0.00 0.00 0.00 0.00 0.00

1.7 Weightof different type G.INuts and Bolts MT 42.00 0.00 0.00 0.00 0.00 0.00

2.0

Supplyof thefollowingtoweraccessoriesasper technicalspecificationandas

directed by the engineerin charge.

2.1 EARTHING DEVICE Nos. 195 0.00 0.00 0.00 0.00 0.00

2.2 DANGERBOARD Nos. 195 0.00 0.00 0.00 0.00 0.00

2.3 NUMBER PLATE Nos. 195 0.00 0.00 0.00 0.00 0.00

2.4 PHASE PLATE Nos. 585 0.00 0.00 0.00 0.00 0.00

2.5 BIRDGUARD Nos. 585 0.00 0.00 0.00 0.00 0.00

2.6 ANTICLIMBING DEVICE Nos. 195 0.00 0.00 0.00 0.00 0.00

2.7 CIRCUIT PLATE Nos. 195 0.00 0.00 0.00 0.00 0.00

3.0

Supplyof followingPOWERCONDUCTORS inthe proposed132kV lines with

provisionfor sagandwastageasper thetechnicalspecificationandasperthe

instructionofthe engineerincharge.

3.1 ACSRPanther (30/7/3.0mm) Kms. 160.76 0.00 0.00 0.00 0.00 0.00

4.0 POWERCONDUCTOR ACESSORIES4.1 For ACSRPANTHER

4.1.1 VIBRATIONDAMPER Nos. 1170 0.00 0.00 0.00 0.00 0.00

4.1.2 MIDSPANJOINT Nos. 160 0.00 0.00 0.00 0.00 0.00

4.1.3 Repair Sleeve Nos. 160 0.00 0.00 0.00 0.00 0.00

5.0

S up pl y o f t he G I e ar t h w i r e o f s i ze 7 / 3. 15 m m a s p e r t he t e ch ni ca l

sp ec if ica tio n, with p ro v isio n fo rS ag & Wastage an d asp erth e d irec tion o f

Engineeri n charge.

Kms. 54.19 0.00 0.00 0.00 0.00 0.00

6.0 EARTHCONDUCTORACESSORIES6.1 VIBRATIONDAMPER Nos. 390 0.00 0.00 0.00 0.00 0.00

6.2 FLEXIBLE EARTHBOND Nos. 96 0.00 0.00 0.00 0.00 0.00

6.3 SUSPENSIONCLAMP Nos. 147 0.00 0.00 0.00 0.00 0.00

6.4 TENSION CLAMP Nos. 96 0.00 0.00 0.00 0.00 0.00

6.5 MIDSPANJOINT Nos. 54 0.00 0.00 0.00 0.00 0.00

6.6 Repair Sleeve Nos. 54 0.00 0.00 0.00 0.00 0.00

7.0S u pp lyo f th e fo llo win g A n ti fo g typ ed isc in su la torsas p erth e techn ica l

s ecification and as erthe instruction ofthe En ineerin char e.7.1 90KNInsulator Nos. 4170 0.00 0.00 0.00 0.00 0.00

7.2 120KNInsulator Nos. 6805 0.00 0.00 0.00 0.00 0.00

8.0S u pp ly o f th e fo llo win g h ard ware fit tin gs su itable fo r A C SR P anth er

conductorsas erthe technicals ecification.

8.1 For ACSRPANTHER8.1.1 Singlesuspension Hardwares fittings.(AGStype) suitablefor 90KN insulator. Nos. 441 0.00 0.00 0.00 0.00 0.00

8.1.2 Double suspension Hardwares fittings.(AGS type) suitablefor 90KN insulator. Nos. 0 0.00 0.00 0.00 0.00 0.00

8.1.3 Sinle tensionHardwaresfi ttins suitablefor120KNinsulator. Nos. 252 0.00 0.00 0.00 0.00 0.00

8.1.4 Double tensionHard wares fittin s suitable for 120 KN insulator. Nos. 36 0.00 0.00 0.00 0.00 0.00

8.1.5 D Shackle Nos. 126 0.00 0.00 0.00 0.00 0.00

8.1.6 Hanger Nos. 441 0.00 0.00 0.00 0.00 0.00

TOTAL (Part-II)-2A-LINE 0.00

TOTAL OF SUPPLY PRICE_SCHEDULE 2A 0.00

Note:

1

2

3

45

PACKAGE 67(III)/2014-15

ODISHAPOWER TRANSMISSION CORPORATION LIMITED

Name ofthe Work:-Construction of132KV SC Line on DC towerfrom 132/33 KV, Kesinga Grid S/sto 132/33 KV, JunagarhGrid S/swith 132KVfeeder bayextension at both S/sends. (App. Line Length:52.794Kms.)

NOTICE INVITINGTENDER-NIT NO. 67/2014-15

BIDDOCUMENT No.:Sr. G.M-CPC- TENDER-PACKAGE- 67(III)/2014-15

PART-ISCHEDULE-2A(FOR SUBSTATION)(Equipment/MaterialsSupply Price Break-up ofEx-works Pricesagainst PACKAGE:67(III)/2014-15

Bidder should quoted F&Iincludingservice tax, noservice taxshall be paid/rei mbursed onthis account.

NAMEOFTHEBIDDER

Before fillingup rate/amountetc. inthe schedules bidders are requestedtoread carefullythe instructiongivenin Vol-Iof BiddingDocument.

Bidders are required to fill up amountinall columnexceptshaded portion.

Bidders are requested to notleave anycolumnblank. Ifany columnis leftblank itshall be consideredthat amountagainstthose items are included inanyother itemand the total amountfor thatitemshall be calculated as free ofcost (Zero value).

Inmode oftransactioncolumnplease i ndicate Direct/Bought-Out. For Taxes &Duties onDirect/Bought-outitems refclause 6.0 ofSCC (Vol-IA)


2/6

ERECTION _ SUBSTATION EQUIPMENTS / MATERIALS

SlNo ERECTION,TESTING & COMMISSIONING INCLUDING CIVIL WORKS OF FOLLOWING EQUIPMENTS ALONG WITH

CIVIL WORKS (As per TechnicalSpecification)

UNITS Quantityfor: construction

of 1no. 132kV feeder bay

Extn. at132/33kV Kesinga

SS

Quantityfor:

Construction of

1no.132Kv Fdr. Bay

Extn. at132/33KV Sub-Station atJunagarh SS

TotalQuantity UnitErection Rate

ININR

TotalErection Price

ININR

1 2 3 4 5 6 7 8=6X7

PART A ELECTRICAL WORKS

1.0 ERECTION OF SUPERSTRUCTURE :

1.1 Supply of labour,T&P andother necessary arrangements for erectionof Columns,Beams,Equipments supportingstructures &

Nuts andBolts MT 14 14 28 0.00

2.0 ERECTION OF EQUIPMENTS

2.1 Supply of all labour ,T&Pand Transportation fromthe site store,erectionsas perspecification and testing

commissioning etc as per th e instruction of the Engineer-in-charge.

2.1.1 145 KV,(Different Ratio),31.5KA,4CORE SINGLE PHASE CURRENT TRANSFORMER NOS 3 3 6 0.00

2.1.2 145 KV,1200A,31.5KA,ISOLATORS

'2.1.2.1 S/I WITH OUT EARTH SWITCH NOS 1 1 2 0.00

'2.1.2.2 D/I WITH SINGLE EARTH SWITCH NOS 1 1 2 0.00

'2.1.3 145 KV,4400pF,3CORE,SINGLE PHASE CAPACITOR VOLTAGE TRANSFORMER NOS 3 3 6 0.00

'2.1.4 120 KV METAL OXIDE SURGE ARRESTOR, 10 KA, Class III NOS 3 3 6 0.00

'2.1.5 132 KV Bus Post Insulators NOS 2 2 4 0.00

'2.1.6 145KV,3150A,40KA,SF6,CIRCUIT BREAKER WITH SUPPORTING STRUCTURE NOS 1 1 2 0.00

3.0 BUS-BAR STRINGING

3.1 Supplyof labour,T&Pand other necessaryarrangementsfor stringing ofbus barconductors,hoistingof singleor double

insulator strings,Single or DoubleHard-waresFittings,Clamp & connectors, as perrequirements,Jumpers,connectionsto

Equipments,testing,commissioning etc. as per the instruction of Engineer-incharge.

3.1.1 Single conductor Mtr. 350 350 700 0.00

3.1.2 Twin Conductor Mtr. 150 150 300 0.00

4.0 SUB-STATION EARTH-MAT

4.1

Substationearth-mat Design, engineering, supplyinclusiveof corrosionprotectionmeasures if any,laying of earth-mat

conductors of Hotdipgalvanizedflatsof size75X10mmtothe approvalof ProjectManager,excavation,welding/jointing

,applicationoftwo coats ofbituminous Paint,wrappingofHT Tapeetcof groundconductorsalongwithrisers(of size50X6

mmGI flats)etc backfillingandgoodcompaction,groundingdriven rods(40mmMS solidrod),perforatedGIpipesfor treated

earthpits(withdetailsof treatment asper IS).The spacingbetweenthe earthconductornot morethan 5mtrs(bothway) and

tobe buriedatdepthof 700mmfromthefinishedgroundlevel.For provisionof treatedearth-pitanduntreatedearth pit,refer

thespecificationfor designing.Provisionof watertaps insidethe switchyardareas andperipheraltreatedandun-treated

earthpitare requiredtobeprovidedforwateringthetreatedearthpits.Theno.oftreatedanduntreatedearthpitsareto be

done as perthe practiceand as indicatedin thedrawingfor different equipments.This isas perapproveddrawingand

specification.

4.1.1 75x10 MM GI FLAT MTRS 700 700 1400 0.00

4.1.2 50x6 MM GI FLAT MTRS 450 450 900 0.00

4.1.3 40 MM MS ROD FOR NON-TREATED EARTH PIT ELECTORDE NOS 25 25 50 0.00

4.1.4 50MM GI PIPE FOR TREATED EARTH PIT ELECT RORDE WITH CHAMBER AND COVER NOS 25 25 50 0.00

4.1.5 Fixing G.I Cable Trays includingfixing of Link- plate & withsupply of alllabour and T & P etc. suitable for different sections i.e.

Section:1-1,2-2,3-3 & 4-4 alongwithits accessories as per TS.

'4.1.5.1 Section1-1 Mtrs 80 80 160 0.00

'4.1.5.2 Section2- 2 Mtrs 70 70 140 0.00

'4.1.5.3 Section3-3 Mtrs 50 50 100 0.00

'4.1.5.4 Section4-4 Mtrs 2 2 4 0.00

5.0 Layingof Power andControlCable includingfixingof cable withterminalconnections bothat equipments andcontrol panels

withs upply of andfixing of lugs,Ferrules,clamps,connectors,glands,f ixingof cable trays, includingsupply of N&B,Link

plates,Cable Markers,PVC pipes Bends,Plaster of Paris, M-Sealcompounds etc for sealingpurpose and allnecessary

arrangements,layingof EarthingFlats,earthing,layingof Cable trenchslabs and chequeredplate etc for the cable

trenchCable scheduledandcable dia ramto be re aredb the contractor

5.1 POWER CABLES,1.1KV,XLPE,ARMOURED, ALUMINIUM CONDUCTOR (As per Specification)

5.1.5 PVC 3.5 CX35 mm2

MTRS 250 250 500 0.00

5.1.7 PVC 4 CX 6 mm2 MTRS 250 250 500 0.00

5.1.8 PVC 2CX 6 mm2 MTRS 200 200 400 0.00

5.2 CONTROL CABLES, 1.1 KV, PVC, STRANDED COPPER(As per specification)

5.2.1 2 CX 2.5 mm2 MTRS 500 500 1000 0.00

5.2.2 4 CX 2.5 mm2 MTRS 2500 2500 5000 0.00

5.2.3 5 CX 2.5 mm2 MTRS 500 500 1000 0.00

5.2.4 7CX 2.5 mm2 MTRS 500 500 1000 0.00

5.2.5 10 CX 2.5 mm2 MTRS 1000 1000 2000 0.00

5.2.6 12 CX 2.5 mm2 MTRS 1000 1000 2000 0.00

6.0 ACCESSORIES FOR PLCC SYSTEM AS PER TECHNICAL SPECIFICATION)

'6.1132kV LineTrap forPedestalmountingwith complete accessories:800A,0.5 mH,(90-500kHZ),Isc=31.5kAcompatibleto

IEC 353 specificationsNOS 2 2 4 0.00

'6.2LINEMATCHINGUNIT HAVINGBUILT-IN PROTECTIVEDEVICESLIKEDRAINAGECOIL,SURGEARRESTOR AND

EARTH SWITCH. TUNABLEBAND PASSCOUPLINGFILTER:90-500KHZ.HF POWERRATING:650 W & LINE

MATCHING DISTRIBUTION UNIT

SET 1 1 2 0.00

'6.3 12.5mm OD armouredCo-axialCable; Impedance:75 ohms,Insulation Resistance: 100Meg OhmsDielectricstrength:5

kV, Signalatte nuation: 6 dB/KM (Max) at 500 kHzMTRS 500 500 1000 0.00

'6.4 4 PAIR NON ARMOURED TELEPHONE CABLES MTRS 100 100 200 0.00

'6.52 WIRE TELEPHONE SET

NO 4 4 8 0.00

7 SUB STATION SWITCYARD BMK,AC CONSOLE & OTHER MARSHALLING BOXES 0.00

7.1 BAYMARSHALLING KIOSK NOS 1 1 2 0.00

7.2 CT & CVT Out Door Console Boxes NOS 2 2 4 0.00

8 SUB STATION LIGHTING(AS PER SPECIFICATION AND APPROVED DRAWINGS)

8.1

Switch yard lighting: Design, engineering, procurement of labour, materialincluding alla ssociated works for construction

of switchyard lightings as per technicalspecificationandapproveddrawings. The fixture shallbe of reputedmake

(Philips/CGL/Bajaj) and fixtures shallbe 150Watt Floodlight lamps(LED) and proper cablingfromthe lightingoutdoor

distributionboards to the junctionboxes and fromjunctionboxes to the fixtures. The lightingfixtures are to be installedonthe

switchyardstructures. The quantity of such fixtures are to be designedandto be ascertained.

NOS 6 6 12 0.00

9

PROTECTION,CONTROL METERING,EVENT LOGGER,BUS BAR PROTN PAN,COMM PAN,RELAY TOOL KITS AS

PER TECH SPEC AND BOQ FOR PCM (ANNEXURE-II-E-BOQ-PCM)

9.1 132 KV SIDE9.1.1 FEEDER CONTROL & RELAYPANEL( Duplex type) NOS 1 1 2 0.00

10 AC & DC SYSTEM10.1 AC SYSTEM

10.1.1 INDOOR RECEPTACLE BOARD SET 1 1 2 0.00

11.0

COLOUR CODING, BAY MARKING Etc :Design, engineering, procurement of labour, material includingall associated

works for the followings. This shouldbe as per directionof site In charge. a)Color coding(red,Yellow& Blue) for

equipments,Bus gantry &columnof entire switch yard. Goodquality weather proof sticker may be used for identification.

b)Eachbay shouldbe identifiedwiththe helpof bay marker signboard, suitably grouted. MS signboard withstandto be

installed. Proper paintingandletteringto be done of the entire switchyardarea.

SET 1 1 2 0.00

12

ERECTION OF PLCC EQUIPMENT SUPPLIED BYOWNER INCLUDING DISMANTLING FROM EXISTING

SUBSTATION ( AS PER THE DETAILS SLD GIVEN IN TS) AND TRANSPORTATION AS REQUIRED SET 1 1 2 0.00

13.0BEST QUALITY & APPROVED MAKE RUBBER MAT TO BE KEPT INFRONT OF ALL PANELS,BOARDS ETC.(Size

1000mmx 3000mmx 12mm) NOS 2 2 4 0.00

TOTAL OF ELECTRICAL WORKS (A) 0.00

PART B CIVIL WORKS

14 CONTOUR SURVEY,AND LEVELING, BACK FILLING14.1 Contour surve andfurnishin contour ma includin su l of allmaterials Labour andT&P SQ.MTRS. 600 600 1200 0.00

14.2

Soilinvestigation: Supply of labour,T&Pandother necessary arrangements for Soilinvestigation/testingof the

Switchyard,control Room, Quarters area etc.as per the site requirement,Technicalspeci fication & instruction of Engineer-in-

Charge. PER POINT 1 1 2 0.00

15Cutting, Filling and Levelingof Sub-stationarea includingsupply of labour andT&P

15.1

LEVELLING OF S/SAREA:Providing, neatlydressing upand levellingof substationarea includingswitchyardarea toa

requiredlevelas decidedbythe Engineer inCharge, thework includes removal,clearing of theentire area fromvegetation,

trees, bushes,uprootingof plantsand disposalof surplusearthand unusable materialfromthe siteby means of any

mechanicaltransport,if requiredas perdirectionof theProjectIn charge,withall labours,tools,tacklesand plantscomplete

asper approveddrawingand specification.This alsoincludesexcavationinalltype ofsoils orrocks, backfillinganddisposal

of excess earthor rocks tomake thearea toa levelfor constructionas perscope andas perapproved drawingand

specification.

15.1.1 CUTTING of substationarea15.1.2 Soft/loose soil CUM 300 300 600 0.00

15.2FILLING of substationarea withborrowedearthwith supply of alllabour,T & P.

15.2.1 Beyond 100mtr lead CUM 100 100 200 0.00

16 Anti-Weed Treatment

16.1

Supplyof labour,T&P,Chemicalsandother necessaryarrangementsfor anti-weedtreat ofthe switch-yardareas,controlroom

etc. as per the instructiono f Engineer-in-Charge. Sq.Mtrs 450 450 900 0.00

17

Excavationfor OPENCAST foundationand backfilling ofcolumns,Equipmentsfoundations,including supplyof

all labours,T&P,and materials and as per the direction of the Engineer-in-Charge.

'17.1 Soft Soil/Loose Soil. CUM 200 200 400 0.00

'17.2 HardSoil. CUM 150 130 280 0.00

'17.3 Soft/DisintegratedRock( not RequiringBlasting) CUM 100 100 200 0.00

'17.4 HardRock (RequiringBlasting/UsingRock Breaker Machinery) CUM 30 50 80 0.00

18 OPEN CAST/SHALLOW FOUNDATION CONCRETE WORKS


ODISHA POWER TRANSMISSION CORPORATION LIMITED

Nameof the Work:-Construction of 132KVSC Lineon DC tower from 132/33KV, Kesinga Grid S/s to 132/33KV, Junagarh Grid

S/s with 132KVfeeder bay extension atboth S/s ends.(App. LineLength: 52.794Kms.)

NOTICEINVITING TENDER-NITNO. 67/2014-15

BID DOCUMENTNo.:Sr. G.M- CPC- TENDER- PACKAGE- 67(III)/2014-15

SCHEDULE-2C (Erection of Equipment/Materials Price Break-up against PACKAGE: 67(III)/2014-15

NAME OF THE BIDDER


3/6

18.1

Foundations: Design,engineering, supplyof alllabour, material andconstruction(open castfoundation) of PCC,RCC

footingsof anydepth, pedestal includingthe costof soilinvestigation, concreting, cement, reinforcement steel FE-500,

shuttering, grouting, underpinningand backfilling of foundationsetc complete for the switchyardgantry/ portal /column

structuresandequipmentsupport as perthe technical specificationand approveddrawings& disposal of excessearth as

per the directionof Engineer Incharge.18.1.1 PCC(1:3:6) CUM 16 16 32 0.00

18.1.2 (RCC) MIX 1:1.5:3 (of grade M20) CUM 85 85 170 0.00

19

Design,engineering,and constructionof RCC(1:1.5:3)cable trenchesandall associatedworksfor cabletrenchcrossings

tothe required depths,precastRCC covers(1:1.5:3),water stops,brickworkwithplasteringwhereverrequiredincludingthe

supplyof labour,material,cement,reinforcementsteel,formwork,steelangles(G.I),flats(G.I) andprovidingPCC(1:3:6) below

cabletrenchesas pertechnicalspecifications andapproveddrawings andas perdirectionof theProjectManager.This also

includes excavationin alltypes ofsoilor rocks,backfilling,anddisposalof excessearthas perthedirectionof EngineerIn

charge.Thecabletray supportframe shallbepre fabricatedGIangleas perrequirementandto beweldedwiththe platefixed

onthetrenchwallfor betterrigidity.Theplate(6mm)fixedonthewallarealsotobe weldedwiththeMS rodsprovidedforthe

trenchwallbefore concreting.

*CABLE TRENCHES INSIDE THE CONTROL ROOM SHALL BE COVERED WITH M.S CHEQUERED PLATE

INCLUDING STANDARD SUPORT.

19.1 Cable trenchwithcovers

19.1.1 Section1-1 Mtrs 25 25 50 0.00

19.1.2 Section 2- 2 Mtrs 20 20 40 0.00

19.1.3 Section3-3 Mtrs 20 20 40 0.00

19.1.4 Section4-4 Mtrs 20 20 40 0.00

19.2Cabletrenchcrossing:Design,engineering,constructionincludingsupplyof labour,materials,cement,reinforcementsteel,

formbox etc,andall associated works for constructionof trench crossingas pertechnicalspecification andapproved

drawing.19.2.1 Section2- 2 Nos 1 1 2 0.00

19.2.2 Section3-3 Nos 1 1 2 0.00

20

PCCbeforesite surfacing:Providing andsupplyingall labour,material,equipments etc. requiredfor properlevellingof

earthafter erectionof structuresandequipmentsandproper compactionbyusingr ollerof adequatecapacity(minimum3Ton

capacity) withwatersprinklingof switchyardarea .Afterproper levellingof theswitchyard area(after anti-weedtreatment),

spreading of plaincementconcert withmixingratio 1:4:8(M10) andmaintainingproper slopingfor easydischargeof storm

waterhavingconcrete thickness of 75 mm.including rolling , dressing, compacting,the area . As pertechnicalspecification

andapproveddrawing,and as perthe instruction of theEngg-in-Charge.Thisalso includesexcavationin alltypesof soilor

rocks,backfilling,anddisposalof excess earthas per the directionof Engineer In charge andapproveddrawing.

CUM 30 30 60 0.00

21 METAL SPREADING IN THE SWITCH-YARD

21.1

Providingsupplyingandlayingtwo layersof machine crushedmetals(gravel)fill,the firstlayer aftercompactionshallmake

minimum50 mmthicknesscoarse/layer of 20 mmnominalsizeconsolidated/compactedand (byusingrolleras specifiedin

thespecification).Afinallayer of 50mm thicknessof machine crushed20 mmnominalsizeof metals(gravel)above thefirst

layer of 50 mmthicknessand as per the technical spec if icat ion and instruct ion of Engineer in charge abovethe

PCC(1:4:8 ).The totalcompacted thickness of the metals(20 mmNominal) 100mmabove the PCC.

CUM 35 35 70 0.00

22

Roads:Design,constructionof roadsand walkways/shoulderswithinsub-stationas perspecification,layoutand approved

drawings complete.This alsoincludesexcavationin alltypes of soilor rocks,backfilling,anddisposalof excessearth as per

the directionof Engineer Incharge. Provisionof drains on boththe side of the roads for easy discharge of rainwater.

22.17 mtrs concreteroad with shoulder atboththe side asper technical specification indicatedin thecivilsection(fromthe

switchyard main gate to allinternalroads of the switchyard).Shallhave drainon bothside of the road. MTRS 20 20 40 0.00

23

Switchyard fencing: Providing andfixingof G.I chain link(2.5mmdia) fencing( theposts andlinks shall be of HD

Galvanised) inswitchyardandotherareasof thesubstationwitha totalfenceheightcompleteas perspecificationand

approveddrawings,andas requiredunder thesafetyregulationof local,stateand centralgovernment bodiesandas per

instructionof theEngineer-in-Charge.(ThePCC workforgroutingthe postshall be1:2:4and a continuousRR masonary

workwithratio1:5 andcementpointingofthe joints,forthefencinguptoa heightof350mmfromthefinishedgroundlevel)

.This also includesexcavationin alltypes ofsoil orrocks,backfilling,and disposal of excessearthas perthe directionof

Engineer In charge. The earthingof the fencingas per specification.

MTRS 55 55 110 0.00

24

Anyothercivilwork tobe includedin thescheduleby theBidderif requiredessentialfor successfulcompletionof project,

includingsupplyof labour,material,cement reinforcement steel,formworketc.Bidder shallalsoquotetheunitrate forthe

following items of works.(Rate shallbe inclusive of supply of labour, material, cement, reinforce ment steel, formwork etc. )

24.1

Excavation.Thisalso includesexcavationin alltypesof soilor rocks,backfilling,anddisposalof excess earthas perthe

directionof Engineer Incharge. CUM 0 0 0 0.00

24.2 PCC 1: 4 : 8 CUM 0 0 0 0.00

24.3 PCC 1: 3 : 6 CUM 0 0 0 0.00

24.4RCC M 15

CUM 0 0 0 0.00

24.5RCC M 20

CUM 0 0 0 0.00

24.6Brick masonry work inc ement sandmortar 1: 6 withbri cks of class designation 150KG/SQ.MTR.

CUM 0 0 0 0.00

24.7 12 mmthick plaster incement sand mortar ( 1: 6 ). SQ. MTRS. 0 0 0 0.00

24.8Supply,Cutting,bending andf ixingof reinforcement. MT 0 0 0 0.00

TOTAL OF CIVIL WORKS (B) 0.00

GRAND TOTAL S/S BAY EXTN ( ELECTRICAL WORKS + CIVIL WORKS) (A+B) 0.00

ERECTION_TRANSMISSION LINE EQUIPMENTS / MATERIALS

S. No. DESCRIPTION OF ITEMS

ERECTION,TESTING& COMMISSIONINGOF FOLLOWINGEQUIPMENTS ALONGWITHCIVIL WORKS (As per Technical

Specification)

UNITS

TOTAL QUANTITY

for constructionof

132KV SC

Transmissionline

onDC tower from

132/33kVKesinga

GridS/s to

/

UnitErection Rate

ININR

TotalErection Price

ININR

1 2 3 4 5 6=4x5

PARTA ELECTRICALWORKS

1.0 ERECTION,TESTING& COMMISSIONING of testedLat ticetypeGalvanizedsteel tangent / Angletowersuperst ructures

.1.1 PA TYPE (SUSPENSION ) TOWERS (Nominal unit weight 3.430 MT) Nos. 147

1.1.1 +3 EXTENSION (Nominal unit weight 0.537 MT) Nos. 19


1.2 PBTYPE (30 degANGLE ) TOWERS (Nominal unit weight 4.973 MT) Nos. 26

1.2.1 .+3 EXTENSION (Nominal unit weight 1.018 MT) Nos. 3

1.3 PC TYPE (60 deg ANGLE ) TOWERS (Nominalunit weight 6.214 MT) Nos. 12

1.3.1 .+3 EXTENSION (Nominal unit weight 1.119MT) Nos. 1


1.4 UR TYPE TOWERS (Nominal unit weight 13.585 MT) Nos. 4


1.5 TEMPLATES1.5.1 PA (Nominalunit weight 0.665 MT) Nos. 15

1.5.2 PB (Nominalunit weight 0.602 MT) Nos. 3

1.5.3 PC (Nominalunit weight 0.904 MT) Nos. 2

1.5.4 UR (Nominal unit weight 1.509 MT) Nos. 1

1.4.4 WEIGHT OF THE STRUCTURES (includin Tower stubs & Foundation Nut and Bolts) MT 947.47 0.00

1.4.5 Weight of different type G.I Nuts and Bolts MT 42.00 0.00

2.0

Hoisting and fixing of insulators with required accessories(power conductor accessories,Earth conductor

accessories,Anti fog type insulators & hard warefi tt ings,tower accessories etc), paying out of conductor

, jointing,stringing,sagging&Jumperingetc.ofpowerconductorwith G.I.Earthwirein theproposed l ines and

withearthwirewithal l requiredaccessoriesincludingscaffoldingfor33 KV,11KV, LT, P&Tlines,roadsand

usingown requiredT&Pandcompressionjointingmachines etc.withprovisionfor Sag& Wastageand asper

the direction of En ineer in char e.2.1 SINGLECIRCUIT(ACSR/AAAC,THREEPOWERCONDCTOR& 1EARTHWIRE) RKM 52.794 0.00

3.0 WELDING OF N &B

3.1

Supplyof al lmater ialsforcont inuouswelding ofbol ts& nuts (aroundthebol ts)up totop oftowerwi thoutcross arm,including

weldingrods, weldinggeneratormachine(dieselengineoperator.),applicationof requiredzincrich paintsaround theweldingportion

after welding(two coats),fuel,lubricants,T&P and labou rs and other arrangements etc.

Nos. 125816 0.00

4.0

PTCCapproval,railwaycrossinghas to be obtained by submittingthe required documents to theconcerned departmentthrough

OPTCL. Way-Leaveblockadechargesand anyother charges areto beborne bythe bidders. Thedocumentsfor PTCCclearance&

Railwayclearance includingr equired drawings etch as to be submitted bythe contractor within 5mo nths of award of contract. Beyond

theaboveperiod L.Das applicable& the amountshallbededucted as specified in the specification.

SET 1 0.00

Total ELECTRICAL Works (Part-A)-LINE-2C 0.00

PARTB CIVILWORKS

5.0SURVEYOF LINE& PREPARATION LANDSCHEDULE:Supplyof requiredT&Ps, Technicalpersonnels, labours for

conducting

5.1

Preliminarysurvey,Detailsurveyand resurvey (requiredfor avoiding ROWproblem)including butnot limitedto taking of levels,

profile plotting, tower spotting ,marking of towers locations at site including showing P&T line, power line, Railway line, river

crossing,roadsand submissionof routemapand surveyreportetc.TheP&Tlinesand railwaylinesfor aminimumdistanceof8 kms

on either sideof alignmentshallbeclearlyindicated.

KM. 53 0.00

5.2

Preparationof landscheduleon revenue(ifrequired)mapsindicatingalignmentthereinduly authenticated byRevenue Inspector &

Tahasildar,enumerationof treeswiththehelp ofForestofficerand otherprominentfeatures requiredfor alignmentof theproposed

132KVline. Finalrouteto be plotted on 1:50000topo sheetfor approval.

KM. 53 0.00

5.3 Check surveyincluding supply of alllabour, T&P as per instruction of Engineer in Chargeand as per the approved profile. KM. 53 0.00

5.4 SoilTesting in completeshape alongwith submission of report etc. up to thedepth of 15mtrs. Per Loc. 42 0.00

5.5 SoilTesting in completeshape alongwith submission of report etc. upto thedepth of 45mtrs for River bed pile. Per Loc. 0 0.00

6.0 EXCAVATION WORKS FOR OPEN CAST/SHALLOW TYPE FOUNDATIONS/CAPPING WORK FOR PILE

FOUNDATION

6.1Excavation inalltype soilandrocksand backfilling(backfillingshallbe donein layersof 500mmsprinklingof waterand

compactionthereafteranddisposedofexcessquantityofexcavatedsoilatsuitableplaceafterbackfilling),including allT&P,

labouras required.'6.1.1 Soft/Loosesoil CUM 4800 0.00

'6.1.2 Wetsoil CUM 7250 0.00

'6.1.3 PartialSubmerged soil CUM 20 0.00

'6.1.4 Fullysubmerged soil CUM 15.58 0.00

'6.1.5 Soft/Disintegrated rock(Not requiring Blasting) CUM 782.87 0.00

'6.1.6 Hard Rock(Requirin Blastin /Usin breaker machiner ) CUM 365.55 0.00

7.0 Fixing of of Templates &setting of stubs

7.1 PAType Sets 147 0.00

7.2 PBType Sets 26 0.00

7.3 PCType Sets 12 0.00

7.4 URType Sets 4 0.00

8.0FOUNDATIONMATERIALS: Supplyof allmaterialslikecement,steel,allcoarse aggregates,fineaggregatesandmaking

foundationsof therequiredabovementionedtypetowersas perthe directionlaiddownin thetechnicalspecificationandthe

direction of the site- in char e8.1 PCC(Lean Concrete) in theratio 1:3:6(GradeM-10) CUM 254 0.00

8.1.1

(i) FOR OPENCASTFOUNDATION:Providing& laying ofRCC work ofrat io 1:1.5:3 (Grade M-20) withapprovedquality

stonechipsof nominalsize 12mm to20mmin towerfoundationand coopinginclusive ofcostof mixing, supplyof formboxes

Chimney& fixing,curing,testingof samplecementconcretecubes& costof allmaterialslikecement,reinforcementsteelFE-500etc.

as per IS.456

(ii)The coopingheightshallbe 350mmabovethe groundlevel.The surrounding areashallbe clearfrommaterials and damageof

land i fanyshal lbe repai redbeforemeasurementandas perrequirement, including laboursand T&Pasper speci ficat ion inthe

concrete ratio 1:1.5:3(Grade M-20.)

CUM 2022 0.00

8.2 PILEFOUNDATION (UNDER-REAMED )

8.2.1

Supplyofallmaterialslikecement,steel,allcoarseaggregates,fineaggregatesand makingUnder-reamed pilefoundations(afterpile

boring as per required depth, basing on design by means of manual Auger or motor driven machinery etc. ) of the required above

mentionedtype towers andas perrequirement, includingsupply of allequipments withlabours,proper curingof thefoundations

andT&Pas perspecificationinthe concreteratio 1:1.5:3 (Grade M-20.)includingsupplyof Bentoniterequiredfor stabilizationbore

of required diameter boreholes applicable for under ream piles up-to thed epth of 20Mtrs.

375MMDIA MTR 0 0.00

8.2.1.1 500MMDIA MTR 0 0.00

8.3 CAPPING,PEDESTAL&TIE-BEAM CONCRETEWORKS OF UNDER-REAMED PILE

8.3.1

Pileriser(ifrequired),capping,tie beamsetc,requiredforstub settingincludingsupplyofrods-FE-500,cement,differentgradientfor

concrete ratio1:1.5:3 (Grade M-20.) includingcuringminimumfor 15days continuouswith excavationin alltypeof soilsand back

fillingetc.

CUM 0 0.00

8.4 PILEFOUNDATION (RIVER BED PILE BORING BYDMC METHOD )

8.4.1

Supplyof allmaterialslike cement, steel, allcoarseaggregates,fine aggregatesand applying DMC Methodpile foundations (after

pile boring as per required depth, basing on design by means of machinery and high power pumps etc.u sed for DMCmethod piling)

of therequiredabovement ionedtypetowers andas perrequirement, includingsupplyof al lequipmentsshoring & shuttering

materials,dewateringwithlabours,propercuring ofthe foundationsand T&Pasper specificationin theconcreteratio 1:1.5:3(Grade

M-20.)includingsupplyof Bentoniterequiredfor stabilizationbore ofrequireddiameter boreholes applicablefor pilesbeyond20

Mtrs.

8.4.1.1 1000MMDIA MTR 0 0.00

8.5 PILERISER,CAPPING,PEDESTAL& TIE-BEAM CONCRETEWORKS OF RIVER-BED PILE.

8.5.1 PCC(Lean Concrete) in theratio 1:3:6(GradeM-10) CUM 0 0.00


4/6

8.5.2

Pileriser(ifrequired),capping,tiebeamsetc,requiredfor stubsettingincludingsupplyof rods-FE-500, cement,differentgradientfor

concrete ratio1:1.5:3 (Grade M-20.) includingcuringminimumfor 15days continuouswith excavationin alltypeof soilsand back

fillingetc.

CUM 0 0.00

8.6 DE-WATERING(FOR OPEN CASTLOCATION)

8.6.1 (ii) With Supplyof allT&P, Fuel, Lubricant & electricityon HP Hour basis. HP Hour 0 0.00

8.7 Supplyof borrowed earth/morrumfor backfilling forfoundation/revertment works

8.7.1 (iiibeyond 100 mtr lead CUM 0 0.00

8.8SHORING &SHUTTERING-Required in wet/submerged orspecial locations of open cast/shallow type foundations with

supplyof all materials,T&P and Labour.SQ.MTR. 0 0.00

8.9

Head-Loading of all typesof foundation-materials,towers,structures, conductors,Insulators,Hard-wares& Emergency Restoration

System towers required for special inaccessible Locat ions beyond 400 mtrs from the nearest approach road as per the

recommendation of siteEngineer-In- Chargeand approval of GMof Concerned circle.

Per MT/Per Mtr 0 0.00

9.0 REVERTMENT/ STONEPITCHING FOR PROTECTION OF TOWER BASE.

'9.1 Excavation in alltype of soilincluding rock

& back fillingincluding supply of sand with back filling.CUM 9040 0.00

'9.2 Lean Concretein theratio1:3:6(GradeM-10) includingsupply of sand chips etc. CUM 218 0.00

'9.3 PCCin the ratio 1:2:4(Grade M-15) as above. CUM 56 0.00

'9.4 RRMassonary work in theratio 1:5. CUM 3132 0.00

'9.5 Plasteringand punning etc. SQ.MTR. 320 0.00

10.0 Erectionof earthingdevice includingsupply of materilas as per TechnicalSpec Nos. 195 0.00

Total CIVIL Works (Part-B)-LINE-2C 0.00

TOTAL OF LINE-2C (PART-II)(Part A + Part B) 0.00

ERECTION PRICE_ TOTAL OF SCHEDULE 2C 0.00

NOTE:-

1

2

34

Before filling up rate/amount etc. in the schedules bidders are requested to read carefully the instruction given in Vol-I of Bidding Document.Bidders are required to fill up amount in all column except shaded portion.

Bidders are requested not to leave any column blank. If any column is left blank it shall be considered that amount against those items are included in any other item and the total amount for that

Bidder has to quote rates excluding service tax(if any), service taxshall be paid/reimbu rsed as per conditions of Bid Document.


5/6

ODISHA POWER TRANSMISSION CORPORATION LIMITEDName of the Work:-Construction of 132KV SC Line on DC tower from 132/33 KV,

Kesinga Grid S/s to 132/33 KV, Junagarh Grid S/s with 132KV feeder bay extension at

both S/s ends.(App. Line Length: 52.794Kms.)

NOTICE INVITING TENDER-NIT NO. 67/2014-15

BID DOCUMENT No.:Sr. G.M- CPC- TENDER- PACKAGE- 67(III)/2014-15

SCHEDULE 1_ ABSTRACT OF PRICE SCHEDULES (SUBSTATION &

LINE)

NAME OF THE BIDDERSL NO. DESCRIPTION PRICE IN INR

1 2 3

1.0 Substation_Supply of Equipments and materials

1.1 TOTAL of Ex-Works / Basic Price

1.2 TOTAL Excise Duty

1.3 TOTAL VAT

1.4 TOTAL CST

1.5 TOTAL Any other tax

1.6 TOTAL F&I CHARGES

1.1 :1.6 Total of Substation_Supply 0.00

2.0 Transmission Line_Supply of Equipments and materials



2.3 TOTAL VAT

2.4 TOTAL CST


2.6 TOTAL F&I CHARGES2.1 :2.6 Total of Transmission Line_Supply 0.00

3.0 Mandatory spares_Supply



3.3 TOTAL VAT

3.4 TOTAL CST


3.6 TOTAL F&I CHARGES

3.1 :3.6 Total of Mandatory spares_Supply 0.00

4.0 Total of Schedule 2A _ Supply contract price 0.00

5.0 Substation_ (Electrical work charges, Civil work charges)

5.1 Electrical works

5.2 Civil works

5.1 :5.2 Total of Substation_Electrical work charges & Civil works charges 0.00

6.0 Transmission Line_(Electrical work charges, Civil work charges)

6.1 Electrical works

6.2 Civil works6.1 :6.2 Total of Transmission Line_Electrical work charges & Civil works

charges0.00

7.0 Total of Schedule 2C _ Erection contract price 0.00

8.0 Total Bid Price (Supply + Erection) 0.00



6/6

NAME OF THE BIDDER

Sl No Description of Applicable Tax/Levy Item /Component Sl. No. of Bid price on which

Applicable

Tax @ __% Total Amount of

Taxes /Duty/ Levies

D1 Details of Taxes and levies on the direct transactions

between Bidder and ODISHA POWER

TRANSMISSION CORPORATION LTD.

applicable on the date of bid opening, not included

in the Bid Price above but as may be payable by

ODISHA POWER TRANSMISSION

CORPORATION LTD

(i) Excise Duty [as per Schedule-2A]

(ii) CST [as per Schedule-2A]

(III) VAT/Sales Tax [as per Schedule-2A]

(iv) Any other Levies: [as per Schedule-2A] except Entry

Tax** (please specify): Central :-

(a)

(b)

TOTAL OF TAXES AND DUTIES [Sum (i) to (iv)0.00

D2 Service Tax***

E E. Applicable Entry tax payable if any additionally in

respect of bought-out finished items which shall be

dispatched directly from our sub-vendors works to

Employers site (sale-in-transit).

F F. Total Bid Price: (including Taxes & Duties and

other levies, but excluding entry tax and service tax,

if the contract is awarded to us)

G G. The total bid price as summarised herein is

derived from Schedule 2A,2B, 2C and 3, However,

in the event of a difference in prices between

schedule-2A ,2B,2C & 3 and Schedule-1, the total

price, derived from the quoted unit price in Schedule

2A ,2B,2C and 3 after arithmetical corrections if any,

shall prevail and the quoted total bid price

ODISHA POWER TRANSMISSION CORPORATION LIMITED

Name of the Work:-Construction of 132KV SC Line on DC tower from 132/33 KV, Kesinga Grid S/s to 132/33 KV, Junagarh Grid S/s with 132KV feeder

bay extension at both S/s ends.(App. Line Length: 52.794Kms.)

NOTICE INVITING TENDER-NIT NO. 67/2014-15

BID DOCUMENT No.:Sr. G.M- CPC- TENDER- PACKAGE- 67(III)/2014-15

SCHDULE 1 (PART-II) (D1, D2,E,F,G) - DETAILS OF TAXES AND DUTIES

* List of the items and their values considered under this component of bid price for taxes and levies to be enclosed by separately as annexure to this

** Entry Tax for all direct items shall not be included in the bid price, as the same shall be reimbursed at actual on the production of documentary evidence

*** Service Tax on Erection price shall not be included in the bid price, as the same shall be reimbursed at actual on the production of documentary evidence.

NOTE:-Lumpsum prices quoted by the Bidder shall include cost of total scope of work and any other supplies/work(s) not specifically mentioned in the

i) Excise Duty/VAT/Sales Tax/Service Tax/ any other taxes (except Octroi & Entry Tax) shall be inclusive in the bid price and shall not be paid/reimbursed

ii) Entry Tax for bought out items shall not be included in the bid price, as the same shall be reimbursed at actual on the production of documentary

evidence.

PRICEBIDPkg67KESINGAJUNAGARHLINE

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Transcript of PRICEBIDPkg67KESINGAJUNAGARHLINE