DetailsARCELORMITTAL TUBULAR PRODUCTS PROJECTAL - JUBAIL,
KINGDOM OF SAUDI ARABIA
Additional Works Carried by NSH Due to CISDI Drawing
Revisions:
S. No.DescriptionDrawing Reference No.NSH Submitted Claim (SR)
AMTPJ Approved (SR)Ref. CCF No. Remarks1Dismantling Work at
Preceding Billet Saw Foundation10010001DR5003ST002-C2 (Old)
10010001DR5003ST002-D2 (New)3,074.692,412.40CCF/033CCF
Approved2Dismantling Work at Detection
Foundation100110001DR5006ST005-B12,226.998,935.71CCF/033CCF
Approved3Dismantling Work at 115 / 13.8KV Sub Station
Foundation10010001DR5054ST002-A2 (Old); 100110001DR5054ST002-2/C
(New)3,569.352,162.69CCF/033CCF Approved4Additional Works for
Cooling Bed Foundation10010001DR5005ST015-6A &
10010001DR5005ST015-6B11,370.427,001.00CCF/032CCF
Approved5Additional Works for Hot Mill Equipment Foundation (Due to
Revision)10010001DR5005ST004-28,011.603,355.60CCF/032CCF
Approved6Charges For Rebar Wastage at Intermediate Foundation 1/7
due to drawing revision.10010001DR5008ST002-11
A4,183.254,183.25CCF/074CCF Approved10010001DR5008ST002-15
A10010001DR5008ST002-20 A10010001DR5008ST002-11
B10010001DR5008ST002-15 B10010001DR5008ST002-20 C7Rectification
work for Intermediate Transportation Foundation
(3/7)10010001DR5008ST002-A8 (Old) 10010001DR5008ST002-B8
(New)32,814.2812,613.46CCF/074CCF Approved8Rectification work for
QA Line Foundation 10010001DR5008ST004-4B3,440.250.0Not Accepted by
AMTPJ9Rectification work for Crane Rail Foundation
10010001DR5003ST009-22,279.272,050.52CCF/067CCF
Approved10Additional Work - Rectification of Sand Filter Foundation
due to drawing revision.10010001DR5050ST002-A (Old)
10010001DR5050ST002-B(New)4,824.612,855.54CCF/067CCF
Approved11Additional Rebar Installation for 115 / 13.8 KV Sub
Station Columns.10010001DR5054ST002-2/C (Old)
10010001DR5054ST002-3(A-D)2,700.001,890.00CCF/074CCF
Approved12Additional Work - Installation of additional rebar for
cantilever beam at Cooling Bed
Foundation.10010001DR5005STC-015-916,695.308,649.37CCF/074CCF
Approved13Additional Work - Installation of additional rebar at
Intermediate Transportation (3/7 & 4/7) Foundation due to
changes in drawing by CISDI.10010001DR5008ST002-B; (RFI: 2617 -
Rev. 02 dated 24 Oct. 2010 & RFI: 2693 Rev.03 dated 01 Nov.
2010)11,760.008,820.00CCF/074CCF Approved14Additional Work -
Modification of Anchor Box due to drawing
revision.10010001DR5005ST005-14B (Old)
10010001DR5005ST005-14C(New)4,275.004,275.00CCF/055CCF
Approved15Additional Work - Rectification works at Piling and
Binding Foundation - OCTG - 110010001DR5008ST009-8A,9A,10A,13A
& 16A (Old) 10010001DR5008ST009-8B,9B,10B,13B,& 16B
(New)4,470.094,470.00CCF/055CCF Approved16Additional Work - At OCTG
- 2 due to drawing revision.10010001DR5008ST014-4-A (Old)
10010001DR5008ST014-4-B(New)7,563.537,563.53CCF/055CCF
Approved17Additional Works - Main Utility Electrical Room due to
drawing revision.54,461.9550,121.56CCF/055CCF Approved18Additional
Work - Rectification work at Zone - 4 Equipment Platform Foundation
due to drawing revision.10010001DR5005ST006-3A (Old)
10010001DR5005ST006-3B(New)28,351.8723,078.47CCF/058CCF
Approved19Additional Work - At Q.A. Line Foundation " Core Cutting"
as per reveised drawing10010001DR5005ST004-4-C (Old)
10010001DR5005ST004-4-D(New)15,110.0014,320.00CCF/058CCF
Approved20Modification work at Hot Mill (Zone -2) to accommodate
steel column structure.Opening as per drawing is 890mm x 3000mm but
in actual column size is about 1400mm x 3150mm in
dimension.22,331.8815,400.46CCF/062CCF Approved21Additional Work -
At Sliding Chain Foundation due to drawing
revision.10010001DR5008ST008-12-C6,916.004,940.00CCF/067CCF
Approved22Pile rectification works at Piling , Binding and transfer
for LPL area due to drawing revisionPile Cut - Off level
revision5,937.654,539.63CCF/067CCF Approved23Additional Work at
Sand Filter Bank Foundation due to drawing
revision10010001DR5050ST022-6-C (Old) 10010001DR5050ST022-6-D
(New)2,602.282,602.28CCF/067CCF Approved24Breaking of Column Sizing
Mill Plate (Zone - 8) due to drawing revision.10010001DR5050ST017-C
(Old) 10010001DR5050ST017-D (New)3,166.282,746.46CCF/081CCF
Approved25Hot Mill Zone - 3 Foundation: Rectification work due to
drawing revision.10010001DR5005ST005-12-B (Old)
10010001DR5005ST005-12-C (New)22,312.893,206.28CCF/088CCF
Approved26Additional Work - Main Utility Electrical Room
Modification Work due to drawing revision.10010001DR5050ST016-4-A
(Old) 10010001DR5050ST016-4-B (New)55,320.0035,471.81CCF/089CCF
Awaiting Approval27Additional Work - Main Utility Electrical Room
Breaking of concrete wall for cable entry due to drawing revision.
10010001DR5050ST016-4-A (Old) 10010001DR5050ST016-4-B
(New)7,724.006,925.10CCF/104CCF Approved28Add'l. Work - Core
Cutting at Detection Fdn. No. 1 & Tube Collection Fdn. for
Pockets10010001DR5006ST004-11-B 10010001DR5006ST006-11-C
4,800.004,800.00CCF/105CCF Approved29Add'l. Work - After Phospating
No. 2 - Breaking of existing concrete foundation and making
extension as per revised drawing.10010001DR5008ST017-10-A
10010001DR5008ST017-10-B 35,501.2932,729.79CCF/110CCF Approved30ER
06 - Rectification Works- Breaking of Cable Trench due received
revised drawing from CISDI10010001DR5006ST007-3-A
10010001DR5006ST014-3-A 48,756.9537,290.89CCF/119CCF
Approved31Additional Works at Quenching Pit and OCTG - 1
Foundation. Changes in elevation.10010001DR5008ST013-A (Old)
10010001DR5008ST017-B (New) 4,930.003,174.46CCF/121CCF
Approved32Additional Works at Quenching Pit due to drawing
revision. Changes in wall elevation.10010001DR5050ST007- B (Old)
10010001DR5050ST007-D (New) 4,668.443,580.69CCF/131CCF
Approved33Sacrificial Sheet Pile for the construction of Water
Tunnel due to late issuance of drawings and without any prior
notice to hold the construction of adjacent structure. (Ref.
Variation Order No. 11)909,764.00108,000.00CCF/109CCF
Approved34Removable Sheet Pile for the same reason above.(Ref.
Variation Order No. 11)133,596.00776167.57CCF/109CCF Approved
TOTAL AMOUNT (SAR)1,499,510.111,210,333.52
Percentage of Acceptance80.72%
NSH Back-Charge CISDI (A)ARCELORMITTAL TUBULAR PRODUCTS
PROJECTAL - JUBAIL, KINGDOM OF SAUDI ARABIA
Additional Works Carried by NSH Due to CISDI Drawing Revisions /
Errors:
S. No.DescriptionDrawing Reference No.NSH Submitted Claim
(SR)CCF Ref.CCF Amount (SAR)NFA Ref.NFA Amount (SAR)Reason /
RemarrksAModification Works Due To Drawings Revisions /
Errors:1Dismantling Work at Preceding Billet Saw
Foundation10010001DR5003ST002-C2 (Old) 10010001DR5003ST002-D2
(New)3,074.69CCF/0333,074.69N / A2,412.40Drawing Revision Cost as
per Approved V.O.2Dismantling Work at Detection
Foundation100110001DR5006ST005-B12,226.99CCF/03312,226.99N /
A8,935.71Drawing Revision Cost as per Approved V.O.3Dismantling
Work at 115 / 13.8KV Sub Station Foundation10010001DR5054ST002-A2
(Old); 100110001DR5054ST002-2/C (New)3,569.35CCF/0333,569.35N /
A2,162.69Drawing Revision Cost as per Approved V.O.4Additional
Works for Cooling Bed Foundation10010001DR5005ST015-6A &
10010001DR5005ST015-6B11,370.42CCF/03211,370.42N / A7,001.00Drawing
Revision Cost as per Approved V.O.5Additional Works for Hot Mill
Equipment Foundation (Due to
Revision)10010001DR5005ST004-28,011.60CCF/0328,011.60N /
A3,355.60Drawing Revision Cost as per Approved V.O.6Charges For
Rebar Wastage at Intermediate Foundation 1/7 due to drawing
revision.10010001DR5008ST002-11 A4,183.25CCF/0744,183.25N /
A4,183.25Drawing Revision Cost as per Approved V.O.7Rectification
work for Intermediate Transportation Foundation
(3/7)10010001DR5008ST002-A8 (Old) 10010001DR5008ST002-B8
(New)32,814.28CCF/07432,814.28N / A12,613.46Drawing Revision Cost
as per Approved V.O.8Rectification work for Crane Rail Foundation
10010001DR5003ST009-22,279.27CCF/0672,279.27N / A2,050.52Drawing
Revision Cost as per Approved V.O.9Additional Work - Rectification
of Sand Filter Foundation due to drawing
revision.10010001DR5050ST002-A (Old)
10010001DR5050ST002-B(New)4,824.61CCF/0674,824.61N /
A2,855.54Drawing Revision Cost as per Approved V.O.10Additional
Rebar Installation for 115 / 13.8 KV Sub Station
Columns.10010001DR5054ST002-2/C (Old)
10010001DR5054ST002-3(A-D)2,700.00CCF/0741,890.00N /
A1,890.00Drawing Revision Cost as per Approved V.O.11Additional
Work - Installation of additional rebar for cantilever beam at
Cooling Bed
Foundation.10010001DR5005STC-015-916,695.30CCF/07416,695.30N /
A8,649.37Drawing Revision Cost as per Approved V.O.12Additional
Work - Installation of additional rebar at Intermediate
Transportation (3/7 & 4/7) Foundation due to changes in drawing
by CISDI.10010001DR5008ST002-B; (RFI: 2617 - Rev. 02 dated 24 Oct.
2010 & RFI: 2693 Rev.03 dated 01 Nov.
2010)11,760.00CCF/07411,760.00N / A8,820.00Drawing Revision Cost as
per Approved V.O.13Additional Work - Modification of Anchor Box due
to drawing revision.10010001DR5005ST005-14B (Old)
10010001DR5005ST005-14C(New)4,275.00CCF/0554,275.00N /
A4,275.00Drawing Revision Cost as per Approved V.O.14Additional
Work - Rectification works at Piling and Binding Foundation - OCTG
- 110010001DR5008ST009-8A,9A,10A,13A & 16A (Old)
10010001DR5008ST009-8B,9B,10B,13B,& 16B
(New)4,470.09CCF/0554,470.00N / A4,470.00Drawing Revision Cost as
per Approved V.O.15Additional Work - At OCTG - 2 due to drawing
revision.10010001DR5008ST014-4-A (Old)
10010001DR5008ST014-4-B(New)7,563.53CCF/0557,563.53N /
A7,563.53Drawing Revision Cost as per Approved V.O.16Additional
Works - Main Utility Electrical Room due to drawing
revision.54,461.95CCF/05550,121.56N / A50,121.56Drawing Revision
Cost as per Approved V.O.17Additional Work - Rectification work at
Zone - 4 Equipment Platform Foundation due to drawing
revision.10010001DR5005ST006-3A (Old)
10010001DR5005ST006-3B(New)28,351.87CCF/05828,351.87N /
A23,078.47Drawing Revision Cost as per Approved V.O.18Additional
Work - At Q.A. Line Foundation " Core Cutting" as per reveised
drawing10010001DR5005ST004-4-C (Old)
10010001DR5005ST004-4-D(New)15,110.00CCF/05815,110.00N /
A14,320.00Drawing Revision Cost as per Approved V.O.19Modification
work at Hot Mill (Zone -2) to accommodate steel column
structure.Opening as per drawing is 890mm x 3000mm but in actual
column size is about 1400mm x 3150mm in
dimension.22,331.88CCF/06222,331.88N / A15,400.46Drawing Revision
Cost as per Approved V.O.20Additional Work - At Sliding Chain
Foundation due to drawing
revision.10010001DR5008ST008-12-C6,916.00CCF/0676,916.00N /
A4,940.00Drawing Revision Cost as per Approved V.O.21Pile
rectification works at Piling , Binding and transfer for LPL area
due to drawing revisionPile Cut - Off level
revision5,937.65CCF/0675,937.65N / A4,539.63Drawing Revision Cost
as per Approved V.O.22Additional Work at Sand Filter Bank
Foundation due to drawing revision10010001DR5050ST022-6-C (Old)
10010001DR5050ST022-6-D (New)2,602.28CCF/0672,602.28N /
A2,602.28Drawing Revision Cost as per Approved V.O.23Plate Load
Bearing TestCCF/07937,800.00N / A37,800.00As per CISDI's
request24Breaking of Column Sizing Mill Plate (Zone - 8) due to
drawing revision.10010001DR5050ST017-C (Old) 10010001DR5050ST017-D
(New)3,166.28CCF/0813,166.28N / A2,746.46Drawing Revision Cost as
per Approved V.O.25Installation of additional rebar for cantilever
beam at Cooling Bed FoundationCCF/07416,695.30N / A8,649.37Drawing
Revision Cost as per Approved V.O.26Rectification work for
Intermediate Transportation Foundation (3/7)CCF/07432,814.28N /
A12,613.46Drawing Revision Cost as per Approved V.O.27Installation
of additional rebar at Intermediate Transportation (3/7 & 4/7)
Foundation.CCF/07411,760.00N / A8,820.00Drawing Revision Cost as
per Approved V.O.28Hot Mill Zone - 3 Foundation: Rectification work
due to drawing revision.10010001DR5005ST005-12-B (Old)
10010001DR5005ST005-12-C (New)22,312.89CCF/08822,312.89N /
A3,206.28Drawing Revision Cost as per Approved V.O.29Additional
Work - Main Utility Electrical Room Modification Work due to
drawing revision.10010001DR5050ST016-4-A (Old)
10010001DR5050ST016-4-B (New)55,320.00CCF/08955,320.00N /
A35,471.81Drawing Revision Cost as per Approved V.O.30Additional
Work at Hot Mill Zone 3 Slab -Construction Joint.CCF/09831,533.95N
/ A10,250.27Drawing Revision Cost as per Approved V.O.31Additional
Work - Main Utility Electrical Room Breaking of concrete wall for
cable entry due to drawing revision. 10010001DR5050ST016-4-A (Old)
10010001DR5050ST016-4-B (New)7,724.00CCF/1047,724.00N /
A6,925.10Drawing Revision Cost as per Approved V.O.32Add'l. Work -
Core Cutting at Detection Fdn. No. 1 & Tube Collection Fdn. for
Pockets10010001DR5006ST004-11-B 10010001DR5006ST006-11-C
4,800.00CCF/1054,800.00N / A4,800.00Drawing Revision Cost as per
Approved V.O.33Core Cutting for Bolt Pocket at Q.A. Line
Foundation.CCF/10712,310.00N / A12,310.00Extra depth of
Pockets34Add'l. Work - After Phospating No. 2 - Breaking of
existing concrete foundation and making extension as per revised
drawing.10010001DR5008ST017-10-A 10010001DR5008ST017-10-B
35,501.29CCF/11035,501.29N / A32,729.79Drawing Revision Cost as per
Approved V.O.35ER 06 - Rectification Works- Breaking of Cable
Trench due received revised drawing from
CISDI10010001DR5006ST007-3-A 10010001DR5006ST014-3-A
48,756.95CCF/11948,264.76N / A37,290.89Drawing Revision Cost as per
Approved V.O.36Additional Works at Quenching Pit and OCTG - 1
Foundation. Changes in elevation.10010001DR5008ST013-A (Old)
10010001DR5008ST017-B (New) 4,930.00CCF/1214,930.00N /
A3,174.46Drawing Revision Cost as per Approved V.O.37Additional
Works at Quenching Pit due to drawing revision. Changes in wall
elevation.10010001DR5050ST007- B (Old) 10010001DR5050ST007-D (New)
4,668.44CCF/1314,668.44N / A3,580.69Drawing Revision Cost as per
Approved V.O.38Block work in luie of mass concrete
platform.CCF/092939,948.00N / A939,948.00Cost as per Approved
V.O.39Backfilling for Steel Structure Erection due to wrong
sequence of work at Scale Flume Channel; RHF Inner Side and Water
Tunnel Area.CCF/100172,706.56N / A73,838.79Wrong sequence of
work40Backfilling Works at Water Tunnel and Main Plant Building
along grid D/E - 7/13 to serve as platform in the erection of steel
structure.CCF/112186,932.94N / A186,932.94Cost as per Approved
V.O.41Additional Work at Quenching Pit and OCTG - 1 Foundation due
to drawing revision.CCF/1314,668.44N / A3,580.69Drawing
Revision42Cost Difference Of 20mm dia. To 12mm dia. MS Rebar At
Main BuildingCCF/16550,225.00NFA No. 28950,225.00Changes of rebar
from 12 mm dia. (Early revision) to 20 mm dia. MS Rebar for the
expansion joint dowel as pet the approved revises drawing of
CISDI43Hilti Hit Anchor Bolt For Main
Substation55535CCF/17055,535.00NFA No. 30755,535.00As per revises
IFI drawing by CISDI, TQ SRFTI No. 1028 & SRFTI No. 104844Cable
Trench construction inside Main Substation Building as per drawing
revision.CCF/1745,097.97NFA No. 2854,844.23As per revises drawing
by CISDI45Core cutting / drilling at Water Tunnel Top Slab for pipe
sleeves and duct opening as per revised drawing..CCF/1765,350.00NFA
No. 2855,350.00As per revises drawing by CISDI46Additional Work at
Billet Saw Foundation 2/3 - Core drilling for additional anchor
bolts pockets not shown in previous IFI drawing.CCF/2175,733.35NFA
No. 4765,733.35Error in CISDI Drawing47Blast Resistant Door"Single
Leaf" For Main substation And Electrical Room
ER05CCF/22549,628.20NFA No. 48246,937.01As per CISDI IFI
drawing48Modification of shear key and pockets at Cooling Bed # 2
as per Mechanical drawing to equipment erection. (Drawing mistake
from CISDI)CCF/2283,200.00NFA No. 4822,288.00Difference between
Mechanical and Civil Drawing49Concete breaking around electrical
conduits to create small trench to reroute its location due to
descripancy between mechanical and civil drawing
.CCF/2305,964.00Discrepancy between the MEP drawing and civil
drawing due to mistake of CISDI as per attached email from
engineering50Additional Work at Charging Platform Foundation -
Diamond core drilling for anchor bolts pockets & shear keys new
locations.CCF/23214,880.00NFA No. 47613,693.40CISDI drawing layout
for the bolts as casted do not conform to the Mechanical
drawing51Core cutting / drilling for new anchor bolts location at
Cooling Bed 1 & 2 and at Straightener Foundation No. 2 HT due
to conflict between civil and mechanical drawings.CCF/238
Rev.1170,664.86Mistake between mechanical and civil
drawing52Modification work - Slab thickening to accommodate anchor
bolts height at Hot Mill Area as per TQ SRFTI-0983. Chipping of
existing foundation and drilling holes for providing rebar and
fixing with chemical bond as per TQ SRFTI-1380. All oof these were
due to errors on CISDI issued drawings.CCF/24328,635.38Modification
of Piping drawing and consequent core drilling53Various additional
works at different locations:Mistake between mechanical and civil
drawinga)Core cutting at Scale Flume Channel wall for pipe sleeves
as per TQ SRFTI No. 1353CCF/2471,420.00Non respect of SEC Standard
for cable entrance.b)Core cutting of two pockets at QA Line as per
revised drawing by CISDI as per TQ SRFTI No. 1416.CCF/247953.67Late
delivery of Equipment supplier data. Can't be charger on
CISDIc)Breaking the concrete hollow block wall for 200 mm dia. pipe
sleeves (6 nos.) and 120 mm dia. curing in transformer room
concrete wall for 3 x 4 nos. PVC conduit pipe at Main Substation as
per TQ SRFTI No. 1419 & No. 1391. CCF/2472,458.00Revision of
trench after construction: Interference between trench and
staircase foundationd)Core cutting for additional pipe sleeves at
Physical Lab. Building as per revised drawing (Reference: Dwg. no.
1001000DR5058ST001-9-C &
1001000DR5058ST001-9-D).CCF/2472,768.00Did not integrate the trench
in the design of the openinge)Concrete foundation breaking (portion
only) to accommodate trench at Main Plant Area (Reference: Dwg. no.
1001000DR5008ST020-4-C & TQ SRFTI 1334 dated
17/12/2011).CCF/2471,800.00Mistake in the drawing by IFI Drawing
f)Wall breaking for cable trench opening at Sea Water Cooling
System as per TQ SRFTI No. 1345.CCF/2473,673.31Mistake in the
drawing by IFI Drawing g)Breaking of Foundation base for motor
erection as per SCF No. MEIP-038 & TQ SRFTI MEC No.
073CCF/2471,900.00Mistake in the drawing by IFI Drawing
TOTAL AMOUNT (SAR)452,709.862,304,123.401,805,515.46
NSH Back-Charge CISDI (B)ARCELORMITTAL TUBULAR PRODUCTS
PROJECTAL - JUBAIL, KINGDOM OF SAUDI ARABIA
Additional Works Carried by NSH Due to CISDI Drawing Revisions /
Errors:
S. No.DescriptionDrawing Reference No.NSH Submitted Claim
(SR)CCF Ref.CCF Amount (SAR)NFA Ref.NFA Amount (SAR)Reason /
RemarksBAdditional Works due to wrong Drawing Sequense
issuance:45Sacrificial Sheet Pile for the construction of Water
Tunnel due to late issuance of drawings and without any prior
notice to hold the construction of adjacent structure. (Ref.
Variation Order No. 11)909,764.00CCF/109108,000.00N /
A108,000.00Cost as per Approved V.O.46Removable Sheet Pile for the
same reason above.(Ref. Variation Order No.
11)133,596.00CCF/109776,167.57N / A776,167.57Cost as per Approved
V.O.TOTAL AMOUNT (SAR)1,043,360.00884,167.57884,167.57
NSH Back-Charge SIDARCELORMITTAL TUBULAR PRODUCTS PROJECTAL -
JUBAIL, KINGDOM OF SAUDI ARABIA
Additional Works Carried by NSH Due to SID Drawing Revisions /
Errors:
S. No.DescriptionDrawing Reference No.NSH Submitted Claim
(SR)Amount (SR)Ref. CCF No. NFA Ref.NFA Amount (SAR)Reason /
RemarrksAModification Works Due To Drawings Revisions /
Errors:1Casting of pumps pedestals for pump installation at Main
Pump House Building. This was due to wrong assignment of
drawing.20,291.79CCF/228Cost Subject to Negotiationw/ NSH2Drilling
for 32 nos. 28mm diameter for chemical anchor bolts at WTP Area 100
as per AMJ instruction SI - P - 018 due to wrong SID civil
assignment drawing.10010001DR5003ST002-C2 (Old)
10010001DR5003ST002-D2 (New)3,074.691,920.00CCF/238 Rev.1Cost
Subject to Negotiationw/ NSH3Core cutting for opening of 500mm
diameter at 700mm thick wall on WTP Area 100 as per SCF No. MEIP -
053100110001DR5006ST005-B12,226.992,137.00CCF/245Cost Subject to
Negotiationw/ NSH4Core cutting to accommodate 1100mm diameter pipe
sleeve at 300mm thick wall of Sea Water Cooling System as per
drawing revisions.10010001DR5054ST002-A2 (Old);
100110001DR5054ST002-2/C (New)3,569.3520,367.75CCF/245Cost Subject
to Negotiationw/ NSHTOTAL AMOUNT (SAR)18,871.0344,716.54
IBSF Back-Charge CISDIARCELORMITTAL TUBULAR PRODUCTS PROJECTAL -
JUBAIL, KINGDOM OF SAUDI ARABIA
Additional Works Carried by IBSF Due to CISDI Drawing Revisions
/ Errors:
S. No.DescriptionDrawing Reference No.CCF Ref.CCF Amount
(SAR)NFA Ref.NFA Amount (SAR)ReasonAModification Works Due To
Drawings Revisions / Errors:1Rectification Works of Frame Columns
AAD-7 & AAD-8.CCF/054131,280.0076,659.00The frame columns has
been delivered and erected after CISDI issued revision
drawing.2Rectification of Purlin CB1441 &
CB1310.CCF/06335,675.0032,255.00Horizontal brace connection plate
fabricated incorrect due to the error in the drawing.3Rectification
of Column Bracket and Plates to Installed Roof
Beam.CCF/07319,860.0016,760.00The connection holes between column
bracket and roof beam missing.4Rectification of Column Bracing and
Frame Column (AAg-1). CCF/0774,825.004,425.00The connection holes
between column bracing and frame column missing.5Cradle Frame for
Lifting of Box Girder (BAD-20 &
BAC-23).CCF/096180,290.00154,442.00Due to unavailability of lifting
lugs to install box girders.6Rectification of Column Bracings and
Frame Columns (AAc-6,AAc-9 & AAc-10).CCF/1013,435.003,135.00The
connection holes between column bracing and frame column
missing.7Rectification Works of Frame Columns (ST003&ST007),
Purlin (ST005), Auxilliary Truss
(ST006).CCF/12317,328.00NFA/35414,868.00The connection holes from
frame colums,purlins and auxilliary truss are
missing.9Rectification Works for Eave & Valley Gutter at
Site.CCF/164115,500.00NFA/31250,795.00Cutting the bottom plate of
the gutter to suit the gutter at column.10Rectification of Frame
Column (AAC-26) and Roof Beams (CA2.31 &
CA2.36)CCF/19216,325.00NFA/31812,125.00Incorrect holes at box
girder and connection holes from roof beam and purlins are
missing.11Rectification of Frame Column (AAC-7 & AAC-8),Column
Bracing (AZF-14,AZF-19 & AZF-17) and Roof Beams
(CA3.44)CCF/20326,029.00NFA/35426,029.00Column frame and column
bracing holes not matching.12Rectification of Purlin
(CB1477),Additional of Roof Panel and Removal of Roof Sheeting
& Bracing.CCF/21055,873.00NFA/38625,073.00Incorrect position of
connection plate for horizontal brace and purlin.13Rectification of
Handrail (G.L. A/1-13 & G.L.
A/14-18).CCF/21376,400.00NFA/46773,400.00The column along G.L.
A/14-18 wider than column G.L. A/1-1314Rectification of Column
(AAK-20),Stair No.263LA-1(G.L. K/30) and Removal of Roof Sheeting
& Bracing for MEIP Works.CCF/22154,126.00NFA/4474,026.00Column
frame and column bracing holes not matching.15Rectification of
Stairs @ G.L. D (Steel Ladder to Crane Service - Platform
1)CCF/22286,280.00NFA/44786,280.00Staircase location is
wrong.16Relocation of the Installed Steel
Ladders.CCF/24070,781.00CCF approved awaiting for works completed
and agreed amount.17Rectification of columns to install the visit
platformCCF/242299,020.00Awaiting for CCF approval.18Removed and
Reinstalled chequered plates and column bracing for chimney
opening.CCF/24472,800.00CCF approved awaiting for works completed
and agreed amount.19Modification of Wall Frame at G.L.
A/7-8.CCF/24614,020.00CCF approved awaiting for works completed and
agreed amount.20Modification of Gutter DE-7 at G.L. A/13-14 and
Additional Support at G.L. A/14 as per latest
revision.CCF/25830,180.00CCF on HOLD awaiting for engineering
reply.
TOTAL AMOUNT (SAR)1,310,027.00580,272.00
SummaryARCELORMITTAL TUBULAR PRODUCTS PROJECTAL - JUBAIL,
KINGDOM OF SAUDI ARABIA
Summary For Back-Charged Amount To CISDI
S. No.DescriptionFinal Back-Charged Amount Remarks($)(SAR)ANSH -
Modification Works Due To Drawings Revisions /
Errors:481,470.791,805,515.46BNSH - Additional Works due to wrong
Drawing Sequense issuance:235,778.02884,167.57CIBSF - Modification
Works Due To Drawings Revisions / Errors:154,739.20580,272.00TOTAL
BACK-CHARGED AMOUNT 871,988.013,269,955.03
Sheet3
