tenders.eil.co.intenders.eil.co.in/newtenders/userdata/doc_repository/a307/tender/a... ·...

The drawing, design and details given in this format are the property of ENGINEERS INDIA LIMITED. They are merely loaned on the borrower's express agreement that they will not be reproduced, copied, exhibited orused, except in the limited way permitted by a written consent given by the lender to the borrower for the intended use. EIL 1641-1915, Revision 1.A4 297 x 210.

ENGINEERS INDIA LTDSCHEDULE OF RATES Rev

Date Bidder'sSignature

Bidder'sStamp Div.: Dept.:

A307-00H-62-43-MP-SOR-3351-0

Client : BPCL-KOCHI REFINERYProject : IREP-KOCHI PHASE-II

2SHEET OF

Rate in RupeesFigures Words

Amount in Rs.QuantityUnitDescription of ItemsItem NoS. No.

3R.O.-CHENNAI PIPING

CHENNAI 22

VALVES :- Transportation of all types of valves (Includingspecial & motor operated valves) from Owner's storagepoints to contractor's stores/worksite and installation ofvalves for all rating including assembly of valvesaccessories, if any, fixing of gaskets bolts/nuts whereverrequired and performing Positive MaterialIdentification(PMI) using alloy analysers as perspecification, drawings and directions of Engineer-in-Charge.

FLANGED/WAFER VALVES (UPTO 600#)

NB 2.000 INCHES

NB 3.000 INCHES

NB 4.000 INCHES

NB 6.000 INCHES

NB 8.000 INCHES

NB 12.000 INCHES

NB 16.000 INCHES

NB 24.000 INCHES

NB 30.000 INCHES

BOLT TENSIONING :- Carrying out tensioning of boltedjoints on all types of piping as called for in EILSpecification No.6-76-0002 on already erected systemincluding supply of all materials, recording devices,instruments etc; Providing all normal and specialequipment and gadgets, skilled / un skilled labour,specialist, supervisory staff and completing the work in allrespects as per specifications and instructions ofengineer-in-charge. some joints may require bolttensioning more than once, but, payment for one joint

1

2

3

4

5

6

7

8

9

10

11

12

M11600000000

M11601000000

M11601000900

M11601001100

M11601001300

M11601001500

M11601001600

M11601001800

M11601002000

M11601002400

M11601002700

M12000000000

Nos

Nos

Nos

Nos

Nos

Nos

Nos

Nos

Nos

18

18

9

9

5

2

2

2

2





A307-00H-62-43-MP-SOR-3351-0


3SHEET OF




CHENNAI 22

shall be made only once.

150# JOINTS

NB 24.000 INCHES

NB 30.000 INCHES

300# JOINTS

NB 10.000 INCHES

NB 12.000 INCHES

REINFORCING PADS FOR PIPES :- Fabrication ofreinforcing pads for pipe connection wherever required(from pipes only supplied by the Owner) and erection,fitup, welding & testing (including DP/MP) if required ofthe same and performing Positive MaterialIdentification(PMI) using alloy analysers as per thespecifications, drawings and instructions of the Engineer-in-Charge. Note: Sizes mentioned for Reinforcing Padsare for branch pipe

C.S REINFORCING PADS

NB 16.000 INCHES

NB 24.000 INCHES

NB 30.000 INCHES

RADIOGRAPHY :- Performance of radiographicinspection on piping of all types & thicknesses includingproviding or hiring of all necessary equipment andwhatever else even though not expressly mentioned butrequired to perform the work as per specifications andinstructions of Engineer-in-Charge. Radiographs shall besubmitted to the Engineer-in-charge. (RepeatRadiography due to defective radiograph on repaired

13

14

15

16

17

18

19

20

21

22

23

24

M12001000000

M12001002400

M12001002700

M12002000000

M12002001700

M12002001800

M12100000000

M12101000000

M12101002000

M12101002400

M12101002700

M12200000000

Nos

Nos

Nos

Nos

Nos

Nos

Nos

2

2

14

9

2

2

2





A307-00H-62-43-MP-SOR-3351-0


4SHEET OF




CHENNAI 22

joints due to Contractor's fault and for additionalradiography necessitated due to poor performance ofcontractor's welders shall be done at contractor's cost)Note: Unit for radiography quantity is 'Nos ofcircumferencial weld joints'.

FOR JOINTS THK. <= 8MM (FOR CS OTHER THANCLASS lV OF SPEC 6-44-16)

NB 2.000 INCHES

NB 3.000 INCHES

NB 4.000 INCHES

NB 6.000 INCHES

NB 16.000 INCHES

NB 24.000 INCHES

FOR JOINTS THK. <= 8MM (FOR CS AS PER CLASS lVOF SPEC 6-44-16/AS/SS)

NB 0.750 INCHES

NB 1.000 INCHES

NB 2.000 INCHES

NB 4.000 INCHES

NB 6.000 INCHES

FOR JOINTS ABOVE THK. 8MM

NB 8.000 INCHES

NB 10.000 INCHES

NB 30.000 INCHES

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

M12201000000

M12201000900

M12201001100

M12201001300

M12201001500

M12201002000

M12201002400

M12202000000

M12202000500

M12202000600

M12202000900

M12202001300

M12202001500

M12203000000

M12203001600

M12203001700

M12203002700

Nos

Nos

Nos

Nos

Nos

Nos

Nos

Nos

Nos

Nos

Nos

Nos

Nos

Nos

18

14

18

9

2

2

9

9

9

9

9

7

5

2





A307-00H-62-43-MP-SOR-3351-0


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CHENNAI 22

DYE PENETRATION/MAGNETIC PARTICLE TEST :-Performance of magnetic particle/ dye penetrant testincluding supply of all necessary materials, equipmentand labour for carrying out the work as per specificationand directions of Engineer-in-Charge.

DYE PENETRANT TEST

MAGNETIC PARTICLE TEST

HARDNESS TEST :- Carrying out hardness testing ofweld joints on all types of piping as called for on shop /site fabricated already erected system including supply ofall materials, instrument set., providing all normal &special equipment and gadgets, skilled / unskilled labour,specialist, supervisory staff and completing the work in allrespects as per specifications and instructions ofengineer-in-charge. The joints under this head do notinclude Stress Relieved joints. Joints which do not meetthe hardness requirement as per spec shall be stressrelieved and re tested on contractor's cost. No seperatepayment shall be made for this. NOTE : Unit for hardnesstesting quantity is 'Nos of circumferencial weld joints'.

NB 2.000 INCHES

NB 4.000 INCHES

NB 6.000 INCHES

NB 8.000 INCHES

NB 30.000 INCHES

STRESS RELIEVING :- Carrying out stress relieving ofweld joints, including all types of attachment welds(corrosion pads, protection shields, supports, etc.), asapplicable, on all types of piping as called for on shop/sitefabricated already erected system including supply of all

42

43

44

45

46

47

48

49

50

51

M12300000000

M12301000000

M12302000000

M12600000000

M12600000900

M12600001300

M12600001500

M12600001600

M12600002700

M12700000000

Inches

Inches

Nos

Nos

Nos

Nos

Nos

207

58

9

9

5

9

2





A307-00H-62-43-MP-SOR-3351-0


6SHEET OF




CHENNAI 22

materials, consumables recording devices, insulationmaterials, instruments etc., providing all normal & specialequipment and gadgets, skilled/unskilled labour,specialist, supervisory staff and completing the work in allrespects as per specifications and instructions ofEngineer-in-Charge. Repeat performance due todefective stress relieving or any other account shall be onContractor's cost. Payment shall be done only aftersubmission and approval of charts. Stress relieving shallbe followed by measurement of hardness and noseparate payment shall be made for this. Note: Unit forstress relieving quantity is 'Nos of circumferential weldjoints'

NB 2.000 INCHES

NB 4.000 INCHES

FABRICATION & ERECTION OF BLINDS/SPECTACLEBLINDS/SPACER & BLINDS ETC. :- Transportation fromowner's storage point to work site, fabrication anderection of blinds, spectacle blinds, spacers & blinds of allratings from plate material of all thicknesses supplied byowner as free issue; cutting, edge preparation, rolling, fitup, welding, cleaning, testing (hydrotesting, MP/DP,radiography), wherever required bolts nuts & gasketsincluding supply of necessary equipment, consumables,labour etc as per standards / specifications and directionsof Engineer-in-charge

BLINDS

NB 0.750 INCHES

NB 1.000 INCHES

NB 1.500 INCHES

NB 2.000 INCHES

52

53

54

55

56

57

58

59

M12700000900

M12700001300

M13200000000

M13201000000

M13201000500

M13201000600

M13201000800

M13201000900

Nos

Nos

Nos

Nos

Nos

Nos

9

5

9

9

2

9





A307-00H-62-43-MP-SOR-3351-0


7SHEET OF




CHENNAI 22

NB 3.000 INCHES

NB 4.000 INCHES

NB 6.000 INCHES

DISMANTLING OF ABOVE GROUND PIPING:-Identifying the extent of dismantling of piping with respectto P&ID, GAD, making isomteric for the purpose ofmeasurement prior to dismantling, Removal of existingAbove ground piping including valves of all types up to1.5" as per instructions of Engineer-incharge at allelevations including providing assistance to owner fordraining, cleaning and purging of the lines to be removed,unbolting of flanged joints, cold/ hot cutting of pipe lineswherever required, installation of flanges and blindflanges, providing necessary steam trap assembly fortracers before blinding, removal of insulationfrom insulated lines, removal of all pipe supports, steamtracers, all fittings and flanges, along with onlineinstrument, etc cutting of pipes in appropriate length fortransporting purposes, cleaning, flushing, drying andsegregation of dismantled scrap into Metal & debris(debris includes insulation, refractory, concrete etc, andall debris shall be transported to identified area with inrefinery / project premises.Note: For flushing of the existing lines to makehydrocarbon free, payment is separate as per the itemavailable in the SOR for blinding/ deblindling.Contractor's scope also includes that, Metal scrapsegregated out of dismantling shall be taken out ofrefinery premises by the contractor and the value/rate for same shall be quoted in relavent column.

CS/AS PIPING

NB UPTO 1.5 INCH

60

61

62

63

64

65

M13201001100

M13201001300

M13201001500

M19930100000

M19930101100

M19930101200

Nos

Nos

Nos

Inch M

5

9

5

290





A307-00H-62-43-MP-SOR-3351-0


8SHEET OF




CHENNAI 22

NB 2.0 INCH - 6.0 INCH



DISMANTLING OF UNDER GROUND PIPING (CBD/OWS LINES):Identifying the extent of dismantling of piping with respectto P&ID, GAD, making isometric for the purpose ofmeasurement prior to dismantling, removal of existingunderground piping including valves up to 1.5" as perinstructions of Engineer-in- charge including excavationand providing assistance to ownerfor draining, cleaningand purging of the lines to be removed, unbolting offlanged joints/ cutting of pipe lines wherever required,providing cap at branch pipe near mainheader,installation of flanges and blind flanges, etccutting of pipes in appropriate length for transportingpurposes, cleaning, flushing, drying segregation ofdismantled scrap into Metal & debris (debris includesinsulation, refractory, concrete etc, and all debris shall betransported to identified area with in refinery / projectpremises, including backfilling the trenches, pits etc. withselected materials from available excavated soil includingreexcavating the deposited soil excavated earlier,breaking clods and laying at all depths in layers of 15cmloose thickness, watering and ramming to propercompaction, cutting of roads wherever required, makinggood the road surface etc. (in case the selected materialfrom excavated soil for trenches is short for backfilling oftrenches, trenches shall be backfilled with available earth/ earth from borrow area within the plant boundary limit,which shall be paid separately under relevant item),disposal of surplus earth / unserviceable material todemarcated area anywhere within the plant boundarycomplex, etc. complete all the works in all respects as

66

67

68

69

M19930101300

M19930101400

M19930101500

M19940000000

Inch M

Inch M

Inch M

990

230

140





A307-00H-62-43-MP-SOR-3351-0


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CHENNAI 22

instructed by Engineer-in-charge.Note: For flushing of the existing lines to makehydrocarbon free, payment is separate as per the itemavailable in the SOR for blinding/ deblindling.Contractor's scope also includes that, Metal scrapsegregated out of dismantling shall be taken out ofrefinery premises by the contractor and the value/ rate forsame shall be quoted in relavent column .

NB UPTO 1.5 INCH




PIPING (ABOVE GROUND) :-Transportation of all pipingitems from Owner's storage point to work site/work shop;fabrication including cutting, edge preparation, (inclusiveof grinding the edges of pipe, fittings, flanges etc. tomatch with the mating edges of uneven/differentthickness wherever required); fitup, bending, preheatingwherever required, welding, threading, and laying of pipesof all types and thickness over sleepers, overhead onracks and at all elevations, including cutting, fitup andwelding of all joints with existing piping systems at thehook up locations , connecting with equipment nozzles,strainers, steam traps, orifice assemblies, spray nozzles,rotameters, tappings for pressure gauges, thermowells,sample connections, springs, sample coolers etc. andfixing of gaskets, bolts, nuts including application oftorque whereverrequired & all other inline instruments and fittings, likeelbows, reducers, tees, piping specials such as mitresand fabricated fittings, vents, drains (but excludingreinforcing pads), SW valves upto 1.5 NB, Steam Supply/Condensate Recovery stations(Cast/Fabricated), Supply

70

71

72

73

74

M19940101200

M19940101300

M19940101400

M19940101500

M19945000000

Inch M

Inch M

Inch M

Inch M

360

705

460

230





A307-00H-62-43-MP-SOR-3351-0


10SHEET OF




CHENNAI 22

& welding of Strip as per EIL Std 7-51-0112 to all pipesbefore hydro-testing at exit points of Units for earthingpurpose; alignment, cleaning & flushing bywater/compressed air, hydrostatic, pneumatic, vacuum,spark testing and any other type of testing as specifieddraining, drying by compressed air, performing PositiveMaterial Identification(PMI) using alloy analysers,completing all such works in all respects (includingpreparation of isometrics as mentioned in the Scope ofWork for the job) as per the specifications, drawings andinstructions of Engineer-in- Charge. PMI shall beperformed by third party as defined in PMI spec.Rates fortubing (if any) shall include rates for valves, fittings, all inline instruments and testing etc.Carbon steel pipingincludes LTCS piping also.

CARBON STEEL PIPING (NON IBR); THK. <= 10MM

FABRICATION (FILLET WELD)

NB UPTO 1.5 INCH

NB 2 INCH - 6 INCH

NB 8 INCH - 14 INCH

FABRICATION (BUTT WELD)

NB 2 INCH - 6 INCH

NB 8 INCH - 14 INCH

NB 16 INCH - 24 INCH


ERECTION

NB 2 INCH - 6 INCH

75

76

77

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80

81

82

83

84

85

86

M19945010000

M19945011000

M19945011100

M19945011200

M19945011300

M19945012000

M19945012100

M19945012200

M19945012300

M19945012400

M19945013000

M19945013100

Inch Dia

Inch Dia

Inch Dia

Inch Dia

Inch Dia

Inch Dia

Inch Dia

Inch M

55

85

85

200

165

150

95

245





A307-00H-62-43-MP-SOR-3351-0


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CHENNAI 22

NB 8 INCH - 14 INCH



CARBON STEEL PIPING (IBR); THK. <= TO 10MM

FABRICATION (BUTT WELD)

NB 2 INCH - 6 INCH

FABRICATION (FILLET WELD)

NB UPTO 1.5 INCH

ERECTION

NB UPTO 1.5 INCH

NB 2 INCH - 6 INCH

PIPING (UNDER GROUND):-Transportation of all items from Owner's storage point towork site/work shop; fabrication including cutting, edgepreparation, fit up , bending , preheating whereverrequired, welding, threading etc as per instructions ofEngineer-in -charge, application of prefabrication primerand providing coal tar tape coating as per spec no 6-79-0011 on pipes and fittings including supply of all coatingmaterial including earthwork in excavation in all types ofsoil including soft rock but excluding hard rock which shallbe paid separately (as applicable) for pipe trenches,saddles, etc. , including additional excavation at least 150mm below the trench grade at places where the trenchbottom is extremely hard or rocky or loose stony soil,removal of Rocks, stones or other hard substances fromthe bottom of trench, including supply and filling withselect fine earth or sand (fine mudroom, if fine sand orsoil is not available) to level the trench to required levels

87

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M19945013200

M19945013300

M19945013400

M19945020000

M19945021000

M19945021100

M19945022000

M19945022100

M19945023000

M19945023100

M19945023200

M19950100000

Inch M

Inch M

Inch M

Inch Dia

Inch Dia

Inch M

Inch M

210

265

130

35

25

40

55





A307-00H-62-43-MP-SOR-3351-0


12SHEET OF




CHENNAI 22

and compacting, so as to provide a smooth bedding forthe pipe, laying the pipes in the trenches to requiredalignment and levels, welding the same after laying,installation of flanges (including breakup flangeswherever necessary), tapping for pressure gauges,temperature gauges and all other online instruments ifrequired, fixing of nuts, bolts, gaskets and washers,whereever required and fixing of fittings likeelbows,reducers, tees including providing reinforcingpads welding, coal tar tape coating of field joints, cuttingof road wherever required & making good the same, NDTas per Specification No. 6-44-0016, hydrostatic testing ofthe system, flushing, drying the pipeline with compressedair, backfilling the trenches, pits etc. with selectedmaterials from available excavated soil includingreexcavating the deposited soil excavated earlier,breaking clods and laying at all depths in layers of 15cmloose thickness, watering and ramming to propercompaction, cutting of roads wherever required, makinggood the road surface etc. (in case the select materialfrom excavated soil for trenches is short for backfilling oftrenches, trenches shall be backfilled with available earth/ earth from borrow area within the plant boundarylimit).disposal of surplus earth / unserviceable material todemarcated area anywhere in the plant boundarycomplex, etc. complete all the works in all respects as perdrawings, specifications and instructions of Engineer-in-Charge

NB 8.0 IINCH - 14.0 INCH


RADIOGRAPHY USING SAFE RADIATIONTECHNOLOGY :- Performance of radiographic inspectionon piping of all types & thicknesses at all elevationsincluding providing or hiring of all necessary equipment

99

100

101

M19950120300

M19950120400

M19972000000

Inch M

Inch M

370

405





A307-00H-62-43-MP-SOR-3351-0


13SHEET OF




CHENNAI 22

and whatever else even though not expressly mentionedbut required to perform the work as per specifications andinstructions of Engineer-in-Charge by using safe radiationtechnology based radiography system for carrying outradiography inspection in operating unit at alltimes.Radiographs shall be submitted to the Engineer-incharge. (Repeat Radiography due to defectiveradiograph on repaired joints due to Contractor's fault andfor additional radiography necessitated due to poorperformance of contractor's welders shall be done atcontractor's cost)Note: Unit for radiography quantity is'Nos of circumferencial weld joints'.

FOR JOINTS THK. <= 8MM (FOR CS OTHERTHANCLASS lV OF SPEC 6-44-16)

NB 2.000 INCHES

NB 3.000 INCHES

NB 4.000 INCHES

NB 6.000 INCHES

FOR JOINTS THK. <= 8MM (FOR CS AS PER CLASSlV OF SPEC 6-44-16/AS/SS)

NB 0.750 INCHES

NB 1.000 INCHES

NB 2.000 INCHES

NB 4.000 INCHES

NB 6.000 INCHES

FOR JOINTS ABOVE THK. 8MM

NB 8.000 INCHES

102

103

104

105

106

107

108

109

110

111

112

113

114

M19972000100

M19972000600

M19972000700

M19972000800

M19972000900

M19973000000

M19973100000

M19973100100

M19973100300

M19973100500

M19973100600

M19974000000

M19974100600

Nos

Nos

Nos

Nos

Nos

Nos

Nos

Nos

Nos

Nos

18

14

16

9

14

14

14

9

7

5





A307-00H-62-43-MP-SOR-3351-0


14SHEET OF




CHENNAI 22

NB 10.000 INCHES

NB 16.000 INCHES

FABRICATION OF PLATE BLINDS:Transportation of plates from Owners stores, supplyinggas cutting sets, consumables, necessary tools, tackles,manpower to cut the plate blinds as required andcomplete all the works in all respects as per directions ofEngineerin- charge.

UPTO NB 1.5 INCHES

NB 2.0 TO NB 6.0 INCHES



NB 26.0 TO 36.0 INCHES

MODIFICATION AND EXTRA WORKS :-

Supplying and providing blind flange assembly (whichincludes flange, blind flange, gasket, stud & nuts) as perPipe Material Specification of the existing lines, attermination points as identified by Engineer- in charge,the fabrication includes cutting, edge preparation,(inclusive of grinding the edges of pipe, fittings, flangesetc. to match with the mating edges of uneven/differentthickness wherever required); fit-up, preheating whereverrequired, welding, threading, fixing of gaskets, bolts, nutsincluding application of torque wherever required,alignment, cleaning & flushing by water/compressed air,hydrostatic, pneumatic, Vacuum, spark testing and anyother type of testing as specified draining, drying bycompressed air, performing Positive MaterialIdentification(PMI) using alloy analyzers, completing allsuch works in all respects as per the instructions of

115

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122

123

M19974100700

M19974100800

M19990200000

M19990201000

M19990202000

M19990203000

M19990204000

M19990205000

M19995100000

Nos

Nos

Inch Dia

Inch Dia

Inch Dia

Inch Dia

Inch Dia

5

2

85

115

115

105

130





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CHENNAI 22

Engineer-in-Charge.

(Note:- Contractor shall prepare and issue Materialprocurement and identification list to client/clientrepresentative for confimation, before procurement of thematerials)

BLIND FLANGE ASSEMBLIES, CARBON STEEL UPTO150#

NB 2.000 INCHES

NB 3.000 INCHES

NB 4.000 INCHES

NB 6.000 INCHES

NB 8.000 INCHES

PAINTING:Supply of paints and primers, preparation of surfaces andapplication of primer and finish paints, including rubdownand touch up of shop primer wherever required, providingscaffolding for all heights, labor, material, tools andtackles, consumables, supervision etc. to complete thework in all respects as per specification 6-44-0004 rev.3,drawings and directions of engineer-in-charge for alltypes of un insulated piping and insulated piping asspecified including all pipes, fittings, flanges, supports,valves etc. Surface preparation by blast cleaning andapplication of first coat of primer (inorganic zincsilicate,F9) shall be done in fabrication yard prior toerection. For insulated piping whereever blast cleaningwith no primer application is specified , in such casesfinish paints shall be applied in fabrication yard. Theidentification marks of the piping and joints shall be notedbefore blasting and the same shall be transferred on

124

125

126

127

128

129

130

M19995101000

M19995101400

M19995101500

M19995101600

M19995101700

M19995101800

M19996100000

Sets

Sets

Sets

Sets

Sets

9

9

7

5

5





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CHENNAI 22

piping with polyurethane paint (F2)or as per theinstructions of Engineer-in-charge.

PAINTING OF UNINSULATED SURFACES FOR"HIGHLY CORROSIVE ENVIRONMENT" AS PERPAINTING SPEC FOR CS/LTCS/AS PIPING:DESIGN TEMP GROUP:- -14 TO 80 (DEG C) SURFACEPREPARATION: SSPC-SP-10; PRIMER: 1 COAT OF F-9@65-75 MICRON DFT+ 1 COAT OF P-6 @40 MICRONDFT, FINISH PAINT: 2 COATS OF F-6 @ 100 MICRONDFT+ 1 COAT OF F-2@40 MICRON DFT

NB 2.000 INCH

NB 4.000 INCH

NB 6.000 INCH

NB 8.000 INCH

NB 10.000 INCH

NB 12.000 INCH

NB 16.000 INCH

NB 24.000 INCH

HOT INSULATION: - Providing thermal insulationincluding supply of all insulating and ancillary materials,vapour barrier, weather protective coveringsconsumables and other necessary materials , testing ofmaterials as required, including transportation ofmaterials to work site, duly inspected by 3rd partyinspector(Llyods/BV/DNV or any other Client approvedparty) at manufacturer's shop & sample check/inspectionat site by EIL Construction inspector, applying insulationon surfaces as specified including all preparatory workthere on, binding, tying, lacing, stitching and/or otherwise

131

132

133

134

135

136

137

138

139

140

M19996101000

M19996101100

M19996101200

M19996101300

M19996101400

M19996101500

M19996101600

M19996101700

M19996101800

M19997100000

Metres

Metres

Metres

Metres

Metres

Metres

Metres

Metres

25

25

20

20

20

25

95

25





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securing, finishing with sheet cladding as per spec.,providing bolts, rivets, and self tapping screws whereverspecified, providing inspection windows, end seals forflanges etc., Providing steel scaffolding, all tools,tackles,equipments etc., labour, supervision andcompleting the work in all respect, at all heights as perspecification andinstructions of Engineer-in-charge.

INSULATION TYPES:- IH/ IT/ IS

INSULATION MATERIAL: ROCKWOOL; THICKNESS 25MM

INSULATION MATERIAL: ROCKWOOL; THICKNESS 40MM

SAFETY WORKSContractor shall source and install the following safetyitems required for welding in running plant. in addition tothese items like hose, hose reels, fire extinguishers,scaffolding / barricading at different elevations, localisedcagging / enclosures etc as required and as sourced bythe Contractor which includes Fire and safety personnelat each location of work.The Contractor has to abide allsafety norms as given by client and as directed byEngineer-In-Charge.After completion of all activities Contractor has to removeand dismantlled the Safety items as installed by him andmake it good in all respect as per direction of Engineer-In-Charge. All items shall be properly labeled , calibratedand checked before installation,and all items are to betaken back by contractor after comletion of the job. Unitrate quoted will be as per above.

FIRE RETATRDED TARPAULINS AT VARIOUSELEVATIONS

141

142

143

144

145

M19997110000

M19997111000

M19997112000

M19999800000

M19999810000

Sq.M

Sq.M

Sq.M

46

35

46





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CHENNAI 22

WATER CURTAINS / WATER MONITORS WITHSPRAY NOZZZLES

METAL SHEETING / ASBESTOS CLOTHES FOR FIRECONTAINMENT

GAS DETECTORS - LEL WITH ALARAMS / HOOTERSAT VARIOUS ELEVATIONS (HYDROGENDETECTORS,H2S DETECTORS, HYDROCARBONDETECTORS, O2 METERS &EXPLOSIMETER)

DISMANTLING EXISTING ROAD:

Dismantling of existing road consisting of 50mm thick onelayer of bitumen carpet, 75mm thick two layers of WBMgrade-II including road berm (75mm thick) and with200mm thick soling, including supply of all tools andtackles, labours etc., stacking of all serviceablematerials/debris etc. and transporting the serviceablematerials at owner's storage for all leads and lifts in theplant boundary (DHDS/ Refinery/Jwalagiri colony area/Chullichira area /chitrapuzha area and other areasowned by BPCL-KR) as directed by Engineer-in-chargeincluding disposal of all unserviceable materials /debris tospoil heaps within the plant boundary etc. complete asper directions of engineer-in-charge. (Carriage way widthshall be taken for Measurement)

DISMANTLING RCC-BELOW PLINTH:

Demolishing RCC WORK (taking all necessary safetyprecautions) for all depths below plinth level includingsupply of all tools & tackles, necessary scaffolding,propping, underpinning etc., cutting, straightening,scraping and cleaning of reinforcement bars, stacking ofserviceable materials, disposal of unserviceable material

146

147

148

149

150

M19999820000

M19999830000

M19999840000

M19999910000

M19999911000

Nos

Sq.M

Nos

Sq.M

Cu. M

3

23

5

495

230





A307-00H-62-43-MP-SOR-3351-0


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CHENNAI 22

to spoil heaps anywhere within the plant boundary, allcomplete as specified and directed. (Excavation &backfilling shall be paid separately under relevant items).

DISMANTLING PCC/WBM-BELOW PLINTH:

Demolishing PLAIN CEMENT CONCRETE/WBM work(taking all necessary safety precautions) for all depthsbelow plinth level including supply of all tools & tackles,necessary scaffolding, propping, underpinning etc.disposal of unserviceable material to spoil heapsanywhere within the plant boundary, all complete asspecified and directed.(Excavation and backfilling shall be paid separately underrelevant items).

Excavation in soil Upto 1.5m depth:

Earth work in EXCAVATION below ground level for allkinds of works in ALL TYPES OF SOILS EXCEPT SOFTROCK AND HARD ROCK as classified in specification fora depth upto 1.5m including cutting and dressing of sidesin slopes, dewatering of accumulated water from anysource and keeping the surface dry for subsequent worksand disposal or stacking of excavated material within alead of 100m, as directed including providing temporarysupports to existing service lines like water pipes, sewagepipes, electric overhead and underground cables etc. allcomplete, but excluding shoring and strutting.

Excavation in soil 1.5m-3.0m depth:

Earth work in EXCAVATION below ground level for allkinds of works in ALL TYPES OF SOILS EXCEPT SOFTROCK AND HARD ROCK as classified in specification fora depth beyond 1.5m and upto and inclusive of 3.0m

151

152

153

M19999912000

M19999913000

M19999914000

Cu. M

Cu. M

Cu. M

115

1265

690





A307-00H-62-43-MP-SOR-3351-0


20SHEET OF




CHENNAI 22

including cutting and dressing of sides in slopes,dewatering of accumulated water from any source andkeeping the surface dry for subsequent works anddisposal or stacking of excavated material within a lead of100m, as directed including providing temporary supportsto existing service lines like water pipes, sewage pipes,electric overhead and underground cables etc. allcomplete, but excluding shoring and strutting.

Backfilling:

BACKFILLING after execution of the WORK to propergrade and level with selected materials from availableexcavated soil from spoil heaps within a LEAD OF100M,including re- excavating the deposited soilexcavated earlier, breaking clods, laying at all depths andheights in layers of thickness not exceeding 15 Cms.watering, rolling and ramming by manual methods/mechanical compactors to achieve 90% laboratorymaximum dry density, dressing, trimming etc. infoundations, plinths, trenches, pits etc. all complete.

Earthwork in Filling:

EARTHWORK IN FILLING by using the earth availablewithin the plant premises as per the direction of Engineer-In-Charge for all leads, including cleaning & stripping theearth at borrow areas, breaking clods, loading, unloadingand laying at all depths and heights in layers of thicknessnot exceeding 15 cms., watering, rolling and ramming bymanual methods/mechanical compactors to achieve 90%of the maximum laboratory dry density, dressing,trimming, levelling the top surface etc. in foundations,plinths,trenches etc. all complete.

154

155

M19999915000

M19999916000

Cu. M

Cu. M

1955

345





A307-00H-62-43-MP-SOR-3351-0


21SHEET OF




CHENNAI 22

PCC:1:5:10

Providing and laying PLAIN CEMENT CONCRETE for alldepths below and upto plinth level in foundations, fillings,, pavements & ramps or any other works etc. includingshuttering, tamping, ramming, vibrating, curing etc. all asspecified in any shape, position, thickness and finishingthe top surface rough or smooth as specified and directedall complete for concrete of nominal mix 1:5:10 by mass(1 Cement: 5 Coarse Sand: 10 Crushed StoneAggregates/Gravels) with 40mm and down size gradedcrushed stone aggaregates/Gravels.ALL MATERIALSINCLUDING CEMENT SUPPLIED BY THECONTRACTOR.

WILLIAMSONS PLUG & MUD PACKING:

Supply and fixing of Williamsons Plug & Mud Packing toavoid leakage service fluids/ gas for ease of work duringcutting & welding of hookups under running refinery area:

NB 16.0 INCHES - 24.0 INCHES

NB 26.0 INCHES - 36.0 INCHES

BLINDING/DE-BLINDING:Identifying the location of blinds, providing requiredconnection to flush the system/blow with air to make thesystem hydrocabon free, Opening flanges by looseningstud bolts, gaskets and inserting plate blinds or blindswith necessary gaskets as per spec, removal of blindsand making up the flanges, trasnportation of all fittings,flange plates, tools & tackles,scaffoldings, consumables,machineries, labour and supervision to complete the workin all respects as per the instructions of Engineer-incharge Note: Payment will be separate for blinding or deblinding

156

157

158

159

160

M19999917000

M19999991000

M19999991100

M19999991200

M19999999000

Cu. M

Nos

Nos

115

2

2





A307-00H-62-43-MP-SOR-3351-0


22SHEET OF




CHENNAI 22

of flanges. The necessary blinds and plate blinds will beissued from BPCL stores if available. If it is not available,contractor to cut the plates issued from BPCL and makenecessary plate blinds for which separate payment will bemade as per separate SOR. The same blinds shall beused for hydrotesting of the existing piping systems andmeasurement of testing of existing piping is included inthese rates.

UPTO NB 1.5 INCHES





161

162

163

164

165

M19999999100

M19999999200

M19999999300

M19999999400

M19999999500

Inch Dia

Inch Dia

Inch Dia

Inch Dia

Inch Dia

105

165

140

130

130

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