interim payment no 10_new

Sheet No: INTERIM PAYMENT CERTIFICATE

: RDA/DW/EP/JICA/2011/04

: CHIEF ENGINEER, R.D.A., AMPARA.

: 10

: 2013.10.30

: General Manager, R.D.A

: Komuthi Engineering Services (Pvt) Ltd.

: Additional Provincial Director NE(East), Akkaraipattu.

Item Amount (Rs.)

1 58,246,523.39

2 129,071,498.13

3 3,702,920.39

4 6,929,804.68

5 139,704,223.20

6 Add 80% of value of goods & materials at site (This month value only.) 2,869,037.38

7 Value of permanent works and 80% of materials at site. 142,573,260.58

814,257,326.06

8a 710,000.00

9 129,025,934.52

10115,874,880.58

11 13,151,053.94

122,630,210.79

13 10,520,843.15

13a -

13b 10,520,843.15

14 Deduct withholding Tax (0%-5%) -

15 10,520,843.15

16 Deduct -Remityance to NCA of SL 1% (Only for cluster project) -

17 10,520,843.15

18 1,262,501.18

19 11,783,344.33

…………………………

Checked by Certified by

Engineer RDA Chief Engineer RDA

Contract Description : Improvement to Ampara-Uhana-Mahaoya Road Project - Stage-01 (from 0+000km to 6+500km)

Contract No.

Engineer

Certificate No.

Valuation Period

Description Calculation

The Advance payment 1

Employer

Contractor

Employer's Representative

Value of permanent work 5=2+3+4

7=5+6

Total Value of Work done 2

Price Escalation 4

Total Value of Variation Work done 3

Valuation after Deducing Liguid Damages 13b=13-13a

Gross amount of this certificate 11=9-10

Extra contructual claims /other items. 8a

Net valuation 9=7+8a-8

12=11xr

Net amount of this payment 17=15-16

Add - Vat 12% 18=17x12%

…………………….

Project Manager

……………………..

Amount Certified [including VAT] in this Certificate 19=17+18

Komuthi Engineering Services

(pvt)ltd.

Komuthi Engineering

Services (pvt)ltd.

Quantity Surveyor

……………………..

Contractor's Address for

Payment : Komuthi Engineering Services (Pvt) Ltd. No.595, Nawala Road, Rajagiriya

Deduct Liguid Damages (Rs.00 per day) 13a

14=13b x w%

16=13x1%

Valuation after Deducing WHT 15=13b-14

Net amount of this certificate 13=11-12

6

Deduct - Retention money (10%) (up to the limit of 5% of the initial

contract sum)8=7x10%

10Deduct- Calculative value of previous certificate (item No.8 of the

previous certificate)

Deduct-recovery of advance payment (r%-to be decided to recover

advance payment as per contract)

Sheet No:

PAYABLE TO : M/s Komuthi Engineering Services (pvt)ltd

No.595,Nawala Road ,

Rajagiriya.

Intended Completion Date : 2013.10.30

Claim No : 10

Billing duration : 05.02.2013 to 26.02.2013

SUMMARY OF BILLS

LAST PERIOD WORK

DONE

THIS PERIOD WORK

DONE

CUMULATIVE VALUE

CONTRACTOR'S

1 Preliminaries & General 1A 14,496,000.00 3,170,338.42 19,500.00 3,189,838.42

1 Preliminaries & General 1B 10,863,000.00 2,068,609.65 - 2,068,609.65

2 Site Clearing 1,204,175.00 137,875.00 - 137,875.00

3 Earth Works 10,237,500.00 1,397,376.50 134,236.20 1,531,612.70

4 Sub Base, Base & Shoulders 47,752,250.00 28,559,326.80 2,087,172.56 30,646,499.36

5 Surface Application 171,432,845.00 84,506,213.00 4,249,550.00 88,755,763.00

6 Bridges and Culverts 7,547,461.00 - - -

7 Drainage Construction 26,009,000.00 1,456,242.00 700,682.00 2,156,924.00

8 Incidental Construction 29,272,000.00 168,000.00 416,376.00 584,376.00

9 Maintenance of Roads 955,000.00 - - -

10 PS - Items 4,620,000.00 - - -

11 Schedule of Day works 671,300.00 - - -

12 Variation Works - - 3,702,920.39 3,702,920.39

A SUB TOTAL 325,060,531.00 121,463,981.37 11,310,437.15 132,774,418.52

B Allow for physical contingencies (10% of A) 32,506,053.10 710,000.00 - 710,000.00

C Allow for price contingencies (7% of A) 22,754,237.17 6,035,464.71 894,339.97 6,929,804.68

D TOTAL 380,320,821.27 128,209,446.08 12,204,777.12 140,414,223.20

…………………….. ……………………… ……………………….…………………………

Quantity Surveyor Project Manager Checked by Certified by

Komuthi Engineering Services (pvt)ltd. Engineer RDA Chief Engineer RDAKomuthi Engineering Services (pvt)ltd.

`

BILL

NO.DISCRIPTION

ESTIMATED

COST(RS)

VALUATION OF WORKS COMPLETED

Sheet No:

PAYABLE TO : M/s Komuthi Engineering Services (pvt)ltd

No.595,Nawala Road ,

Rajagiriya.

Intended Completion Date : 2013.10.30

Claim No : 10


SUMMARY OF VARIATIONS

LAST PERIOD WORK

DONE

THIS PERIOD WORK

DONE

CUMULATIVE VALUE

CONTRACTOR'S

V Variation Works

V.1 VO No.01 - Culvert at 1+615 - 1,982,920.39 1,982,920.39

V.2 VO No. 02 - Interlock Paving - 1,720,000.00 1,720,000.00

TOTAL - - 3,702,920.39 3,702,920.39

…………………….. ……………………… ……………………….…………………………


Komuthi Engineering Services (pvt)ltd. Engineer RDA Chief Engineer RDA

`

BILL

NO.DISCRIPTION

ESTIMATED

COST(RS)

VALUATION OF WORKS COMPLETED

Komuthi Engineering Services (pvt)ltd.

Sheet No:

Intended Completion Date : 30.10.2013 Name of Contractor : KOMUTHI ENGINEERING SERVICES (PVT)LTD.

Claim No : 10 Contract Agreement No : RDA/DW/EP/JICA/2011/04


Rate (a) Amount Amount

Rs. Rs. Rs.

BILL NO. 1A PRELIMINARY GENERAL

01 Allow for cost of providing performance Security. 119(2) Allow 500,000.00 Allow 500,000.00 Allow - Allow 500,000.00

02 Allow for the cost of providing Insurances. 119(1) LS Allow 400,000.00 Allow Keep back Allow Keep back Allow Keep back

03Mobilization & Demobilization of contractor's facilities

and plant / EquipmentP(001) LS Allow 100,000.00 0.50 50,000.00 - - 0.50 50,000.00

04 Provide and maintain Project sign board 118(1) nr 2 35,000.00 70,000.00 - - - - - -

05 Provide and Maintain plaques 118(2) nr 2 50,000.00 100,000.00 - - - - - -

06 Provide office for the Engineer P(002) mon 18 35,000.00 630,000.00 8.00 280,000.00 - - 8.00 280,000.00

07Provide funiture & equipment for the Engineer's

OfficeP(003) PS Item 500,000.00 Item 497,845.16 Item - Item 497,845.16

08 Provide Housing for the Engineer P(002)A PS Item 500,000.00 Item 401,320.00 Item - Item 401,320.00

09 Purchase and supply Vehicle as specified particular Spec. P(006) PS Item 7,000,000.00 Item 780,750.00 Item - Item 780,750.00

10 Provide Main Laboratory with Equipment P(008) PS Item 1,850,000.00 Item 177,550.00 Item - Item 177,550.00

11 Provide Secondary Laboratory with equipment P(008)A PS Item 870,000.00 Item - Item - Item -

12 Provide and maintain Survey equipment PS Item 1,000,000.00 Item - Item - Item -

13Longitudinal & Cross sectional detailing of full

pavement width 117(1) Km 6.5 60,000.00 390,000.00 6.50 390,000.00 - - 6.50 390,000.00

14Over head and profit for providing All item

Nos.7,8,9,10,11,& 12% 5% 586,000.00 - 92,873.26 - 19,500.00 5% 112,373.26

BILL 01 A - TOTAL CARRIED FORWARD TO SUMMARY 14,496,000.00 3,170,338.42 19,500.00 3,189,838.42

……………………………………… ……………………………… ………………………….. …………………………..


Komuthi Engineering Services (pvt)ltd. Komuthi Engineering Services (pvt)ltd. Engineer RDA Chief Engineer RDA

Description of Work / Item

As per Agreement

Serial

No Quantity

(c)

Cumulativ Bill Value

Amount (a x c)Unit

Previous Bill

Quantity

(b)Unit

Quantity

(b+c)Amount [(b+c)a]

This Month BillPrevious Bill Reference of

Measurement

Sheet

IMPROVEMENTS TO AMPARA - UHANA - MAHAOYA ROADS PROJECT STAGE 01

Sub - Bill for Preliminary Items

Item No Quantity

Sheet No:



Billing Duration : 05.02.2013 to 26.02.2013


Rs. Rs. Rs.

01

Management,Safety and Control and Temporary

Diveision of Traffic, including provision of a general

traffic management plan in accordance with Technical

Specifications Clause 112.8 of the General items.

103(1) mon 18 25,000.00 450,000.00 9.00 225,000.00 - - 9.00 225,000.00

02 Progress Photographs P(010) mon 18 2,500.00 45,000.00 5.00 12,500.00 - - 5.00 12,500.00

03 Maintain Main office for the Engineer. P(004) mon 18 25,000.00 450,000.00 - - - - - -

08 Maintaince of Vehicle P(007) P.S. Item 2,700,000.00 Item 960,109.65 - - Item 960,109.65

09 Maintaince of Main Laboratory 109(2) P.S. Item 450,000.00 - - - - - -

10 Maintaince of Field Laboratory 109(2) P.S. Item 270,000.00 - - - - - -

11 Laboure's (Classified unskilled) P(005) mon 90 18,000.00 1,620,000.00 6.00 108,000.00 - - 6.00 108,000.00

12 Survey Assistant (classified skilled) P(005) mon 90 30,000.00 2,700,000.00 - - - - - -

13 Secretary P(005) mon 18 25,000.00 450,000.00 7.00 175,000.00 - - 7.00 175,000.00

14 Administrator/clerk P(005) mon 18 20,000.00 360,000.00 6.00 120,000.00 - - 6.00 120,000.00

15 Offce Assistants (02 Nos) P(005) mon 38 18,000.00 684,000.00 6.00 108,000.00 - - 6.00 108,000.00

16 CAD Draughtsperson/computer operator P(005) mon 18 40,000.00 720,000.00 9.00 360,000.00 - - 9.00 360,000.00

BILL 01 B - TOTAL CARRIED FORWARD TO SUMMARY 10,899,000.00 2,068,609.65 - 2,068,609.65

……………………………………… ……………………………… ………………………….. …………………………..



BILL NO. 1B PRELIMINARY GENERAL

Amount [(b+c)a]Quantity

(b)

Reference of

Measurement Sheet

This Month Bill

UnitItem

No

Previous Bill

Description of Work / Item

Amount (a x c)


Sub - Bill for Preliminary Items

QuantityQuantity

(c)

Cumulativ Bill ValueSerial

No Quantity

(b+c)

As per Agreement

Sheet No:





Rs. Rs. Rs.

BILL NO.2 : SITE CLEARING

2.1 CLEARING AND GRUBBING

01Clearing and grubbing inclusive of backfilling holes & trenches

caused by removal of stumps201(1) m2 39000 25.00 975,000.00 5,455.00 136,375.00 - - 5,455.00 136,375.00

02 Removal of trees Girth 300 to 600 mm 201(2) nr 20 500.00 10,000.00 3.00 1,500.00 - - 3.00 1,500.00

03 Removal of trees Girth 600 to 1200 mm 201(3) nr 15 1,070.00 16,050.00 - - - - - -

04 Removal of trees Girth 1200 to 2000 mm 201(4) nr 5 1,500.00 7,500.00 - - - - - -

05 Removal of trees Girth 2000 mm 201(5) nr 2 3,750.00 7,500.00 - - - - - -

2.2 REMOVAL OF STRUCTURES & OBSTRUCTIONS

06Dismantle the Existing brick masonary structures and culvert

pipes202(1) m3 50 750.00 37,500.00 - - - - - -

07 Dismantle & remove Random Rubble masonary structuers 202(2) m3 75 815.00 61,125.00 - - - - - -

08 Dismantle & remove Concete structuers 202(3) m3 50 1,500.00 75,000.00 - - - - - -

09 Remove fencing 202(4) m 500 25.00 12,500.00 - - - - - -

BILL 02 - TOTAL CARRIED FORWARD TO SUMMARY 1,202,175.00 137,875.00 - 137,875.00

……………………………………… ……………………………… ………………………….. …………………………..



This Month BillReference of

Measurement SheetItem

NoUnit Quantity

Quantity

(b)Quantity (c) Amount (a x c)


Quantity

(b+c)

Amount [(b+c) x

a]


Sub - Bill for Clearing & Grubbing

Serial

NoDescription of Work / Item

Previous Bill As per Agreement

Sheet No:





Rs. Rs. Rs.

BILL NO.3 : EARTH WORK

3.1 ROADWAY EXCAVATION

01 Roadway excavation, Unsuitable soill 301(11) m3 13000 150.00 1,950,000.00 6,173.91 926,086.50 21.928 3,289.20 6,195.838 929,375.70

3.2 EMBANKMENT CONSTRUCTION

02 Triming, leveling and compaction of Opriginal gravel 304(3) m2 13000 25.00 325,000.00 18,851.60 471,290.00 - - 18,851.60 471,290.00

03Embankment construction,using borrow material compacted

in posotion, Embankment type - l304(2b) m3 6500 850.00 5,525,000.00 - - 70.80 60,180.00 70.80 60,180.00

04Embankment construction, using borrow material compacted

in posotion, Embankment Type - ll304(2a) m3 3250 750.00 2,437,500.00 - - 94.356 70,767.00 94.36 70,770.00

BILL 03 - TOTAL CARRIED FORWARD TO SUMMARY 10,237,500.00 1,397,376.50 134,236.20 1,531,615.70

……………………………………… ……………………………… ………………………….. …………………………..



Quantity

(b+c)

Amount [(b+c) x

a]

Item

NoUnit Quantity

Quantity



Sub - Bill for Earth Works

Serial


Previous Bill This Month Bill Cumulativ Bill ValueAs per AgreementReference of

Measurement Sheet

Sheet No:





Rs. Rs. Rs.

BILL NO.4 : SUB BASE, BASES AND SHOULDERS

4.1 GRANULAR PAVEMENT

01 Provide and place Sub Base (Type - l) 401(1) m3 13000 750.00 9,750,000.00 3,789.760 2,842,320.00 606.502 454,876.50 4,396.262 3,297,196.50

02 Dense graded aggregate base - (37.5 mm) 405(1) m3 7995 4,550.00 36,377,250.00 5,591.700 25,442,235.00 313.666 1,427,180.30 5,905.366 26,869,415.30

03 Scarification of existing base 408(2) m2 35750 20.00 715,000.00 11,713.840 234,276.80 7,358.278 147,165.56 19,072.118 381,442.36

4.2 SHOULDER

04 Earthen shoulder as compacted in position 409(1) m3 1300 700.00 910,000.00 57.85 40,495.00 82.786 57,950.20 140.64 98,448.00

BILL 03 - TOTAL CARRIED FORWARD TO SUMMARY 47,752,250.00 28,559,326.80 2,087,172.56 30,646,502.16

……………………………………… ……………………………… ………………………….. …………………………..



Amount [(b+c)a]

As per Agreement

Item

NoUnit Quantity

Quantity



Sub - Bill for Sub Base, Bases & Shoulders

Serial


Previous Bill This Month Bill

Quantity (b+c)


Sheet No:

: KOMUTHI ENGINEERING SERVICES (PVT)LTD.


Sub - Bill for Sub Base, Bases & Shoulders

Reference of

Measurement

Sheet

Sheet No:





Rs. Rs. Rs.

BILL NO.5 : SURFACE APPLICATION AND SURFACINGS

5.1 PRIME COAT AND TACK COAT

01Prime coat inclusive of aplication of blotting material(M30 at

rate of 1liter per m2)501(5) m2 53300 170.00 9,061,000.00 24,738.480 4,205,541.60 1,578.000 268,260.00 26,316.480 4,473,801.60

02 Tack Coat (CRS1 at 0.5 liter per m2 ) 502(2) m2 53300 60.00 3,198,000.00 47,809.190 2,868,551.40 2,522.000 151,320.00 50,331.190 3,019,871.40

5.2 BITUMINOUS SURFACING

03Asphalt concrete Surfacing of uniform thickness (50mm

compacted thickness)506(1) m2 53300 1,500.00 79,950,000.00 11,357.00 17,035,500.00 1,209.50 1,814,250.00 12,566.50 18,849,750.00

04 Asphalt concrete Surfacing for regulating course) 506(2) MT 6889.03 11,500.00 79,223,845.00 5,251.880 60,396,620.00 175.280 2,015,720.00 5,427.160 62,412,340.00

Total 171,432,845.00 84,506,213.00 4,249,550.00 88,755,763.00

……………………………………… ……………………………… ………………………….. …………………………..




Sub - Bill for Surface Application and Surfacings

Serial


Previous Bill This Month Bill Cumulativ Bill Value

Quantity (b+c) Amount [(b+c)a]

As per Agreement

Item

NoUnit Quantity

Quantity


Sheet No:



Sub - Bill for Surface Application and Surfacings

Reference of

Measurement

Sheet

Sheet No:





Rs. Rs. Rs.

BILL NO.7 : DRAINAGE CONSTRUCTION

7.1 Road side and Lead a Way

01 Concrete Grade B 15 (37.5mm) 1001(2) m3 80.00 10,000.00 800,000.00 6.898 68,980.00 13.270 132,700.00 20.168 201,680.00

02 Concrete Grade B 25 (19.0mm) 1001(2) m3 660.00 13,000.00 8,580,000.00 35.800 465,400.00 4.840 62,920.00 40.640 528,320.00

03Precast Reinforced Concrete cover slab (85mm thick, B class-

Grade 25(19)-(800x450x85mm for Drain)701(6a) m2 1200.00 2,500.00 3,000,000.00 - - 93.24 233,100.00 93.24 233,100.00

4.0Precast Reinforced Concrete cover slab (135mm thick, B class-

Grade 25(19)-(800x600x135mm for Drain)701(6b) m2 400.00 5,500.00 2,200,000.00 - - 27.00 148,500.00 27.00 148,500.00

05 Steel reinforcement (High Yield,dia 10 & 12) 1002(1) mt 27.90 160,000.00 4,464,000.00 1.420 227,200.00 0.570 91,200.00 1.990 318,400.00

06 Formwork, smooth finish 1008(1) m2 2800.00 950.00 2,660,000.00 200.880 190,836.00 21.480 20,406.00 222.360 211,242.00

07 Formwork, rough finish 1008(2) m2 3400.00 950.00 3,230,000.00 250.08 237,576.00 12.480 11,856.00 262.560 249,432.00

7.2 Road side and Lead a Way

08 Clearing and reshaping of earth drains 1301(1) m 4000.00 250.00 1,000,000.00 1,065.00 266,250.00 - - 1,065.000 266,250.00

09 Clearing and Repairing Pipe culverts 1303(1a) No 25.00 2,000.00 50,000.00

10 Clearing and Repairing other type culverts 1303(1b) No 10.00 2,500.00 25,000.00

Total 26,009,000.00 1,456,242.00 700,682.00 2,156,924.00

……………………………………… ……………………………… ………………………….. …………………………..

……………………………………… ……………………………… ………………………….. …………………………..




Sub - Bill for Drainage Construction

Serial


As per Agreement Previous Bill This Month Bill Cumulativ Bill Value

Quantity (b+c) Amount [(b+c)a]Item No Unit QuantityQuantity


Sheet No:


-


Sub - Bill for Drainage Construction

Reference of

Measurement

Sheet

Sheet No:





Rs. Rs. Rs.

BILL NO.8 : INCIDENTAL WORK

8.3 PAVED SIDE WALKS

04 Concrete Paving (Pre -cast - 450x450x50mm) 806(1) m2 6000.00 2,200.00 13,200,000.00 - - - - - -

8.4 PRE CAST CONCRETE KERBS AND CHANNELS

06 New kerbs (Pre -cast/ casty in-situ Concrete) 807(1) m 2000.00 1,200.00 2,400,000.00 140.000 168,000.00 346.980 416,376.00 486.980 584,376.00

07 Rest (Flat/Edge) kerb 807(2) M 1000.00 1,200.00 1,200,000.00 - - - - - -

9 Kerb (Bridge) & Channel 807(4) M 60.00 2,000.00 120,000.00 - - - - - -

10 Guard stones 808(5) No 50.00 2,500.00 125,000.00 - - - - - -

Total 17,045,000.00 168,000.00 416,376.00 584,376.00

……………………………………… ……………………………… ………………………….. …………………………..




Sub - Bill for Incidental Works

Serial


As per Agreement Previous Bill This Month Bill Cumulativ Bill Value Reference of

Measurement

SheetQuantity (b+c) Amount [(b+c)a]Item No Unit QuantityQuantity


Sheet No:





Rs. Rs. Rs.

VARIATION WORKS

1.0 Culverts Construction at chainage 1+615

01Clearing and grubbing inclusive of backfilling holes &

trenches caused by removal of stumpsVO-01 m2 31.25 - - 430.000 13,437.50 430.000 13,437.50

02 Excavation, Unsuitable soil m3 191.50 - - 233.810 44,774.62 233.810 44,774.62

03 Surface Preparation m2 15.00 - - 79.800 1,197.00 79.800 1,197.00

04 Form work m2 1,195.00 - - 181.90 217,370.50 181.900 217,370.50

05 concrete

5.1 Concrete Grade B 15 (40) m3 12,540.00 - - 62.89 788,640.60 62.890 788,640.60

5.2 Concrete Grade B 25 (20) m3 16,279.00 - - 34.23 557,230.17 34.230 557,230.17

06 Steel reinforcement (High Yield,dia 10 & 12) mt 200,150.00 - - 1.80 360,270.00 1.800 360,270.00

Total 0.00 - 1,982,920.39 1,982,920.39

……………………………………… ……………………………… ………………………….. …………………………..



Quantity (b+c) Amount [(b+c)a]Item No Unit QuantityQuantity



Variation Works - 01

Serial


VARIATION Previous Bill This Month Bill Cumulative Bill Value Reference of

Measurement

Sheet

Sheet No:





Rs. Rs. Rs.

VARIATION WORKS

1.0 INTERLOCK PAVING

01 Interlock block paving VO-02 4,000.00 - - 430.000 1,720,000.00 430.000 1,720,000.00

Total 0.00 - 1,720,000.00 1,720,000.00

……………………………………… ……………………………… ………………………….. …………………………..




Variation Works - 02

Serial


VARIATION Previous Bill This Month Bill Cumulativ Bill Value Reference of

Measurement

SheetQuantity (b+c) Amount [(b+c)a]Item No Unit QuantityQuantity


Sheet No:

PROJECT NAME : IMPROVEMENT TO AMPARA - UHANA - MAHAOYA ROAD PROJECT STAGE ICONSULTANT : ROAD DEVELOPMENT AUTHORITY

CONTRACTOR : KOMUTHI ENGINEERING SERVICES (PVT) LTD

CONTRACTOR CLAIM NO : 10

BILLING DURATION : 05.02.2013 to 26.02.2013

No. DescriptionItem

No.Unit Unit Weight

Previous

Month QtyThis Month Qty Used Qty

Balance Total

QtyRate Amount

Material at Site

01 ABC 405(1)

Fasil metal crusher Cube 0.00 735.00 275.00 460.00 6,000.00 2,760,000.00

P.M. metal Crushers Cube 0.00 365.00 145.00 0.00 5,200.00 -

02 Type 01 Greval Cube 63.38 100.00 211.39 63.38 900.00 57,042.00

03 CSS 01 litres 0.00 0.00 0.00 0.00 94.91 -

04 CRS 01 litres 3,349.04 11,600.00 10,250.96 4,698.08 92.16 432,975.05

05 kerbs Stone No 0.00 378.00 156.00 222.00 481.44 106,879.68

06 Cement bag No 0.00 50.00 50.00 0.00 900.00 -

07 galy kerbs No 18.00 18.00 36.00 1,475.00 53,100.00

08 cover slabs -

09 vehicle access No 20.00 0.00 20.00 0.00 2,970.00 -

10 Nomal Drain No 130.00 0.00 130.00 0.00 900.00 -

11 Interlock Block No 0.00 21,730.00 17,630.00 4,100.00 43.00 176,300.00

Total 3,586,296.73

80.00% 2,869,037.38

To this Month 80% 2,869,037.38

……………………………………… ……………………………… ………………………….. …………………………..



PRICE ADJUSTMENT SHEET FOR THE IPC No. - 09

Sl Ixb Ixc (Ixc-Ixb) Px (Ixc-Ixb)

FORMULA No: 01/12 11/12 Ixb Ixb

F = 0.966( V - Vna ) S Px (Ixc - Ixb) P1 Small Equipment 3.80 336.70 400.80 0.1904 0.7235

100 all Ixb P2 Heavy Equipment 12.62 318.60 346.40 0.0873 1.1017

inputs P3 Fuel 5.15 820.80 1,126.70 0.3727 1.9194M3 Cement 2.20 416.30 508.60 0.2217 0.4877

V = V2-V1 M7 Metal 14.70 299.10 339.30 0.1344 1.9757

V1 - Cum. value of work done up to the previous IPC = 121,463,907.25 IPC NO: 09 M8 Sand 2.70 1,914.20 2,243.70 0.1721 0.4647M13 RF 2.10 528.20 558.00 0.0564 0.1184M21 Timber 3.60 806.70 819.20 0.0155 0.0558

V2 - Cum. value of work done in the current IPC = 132,774,418.52 IPC NO: 010 M30C Bitumen 11.53 995.90 995.90 0.0000 0.0000M45 Earth 1.78 755.60 835.60 0.1059 0.1885M48 ABC 24.42 165.20 170.40 0.0315 0.7692L1 Skill Labour 2.24 374.00 395.80 0.0583 0.1306

V - Vna = (V2 - Vna2) - (V1 - Vna1) L2 Semi Skill 3.14 369.20 400.30 0.0842 0.2644

V - Vna =( 132,774,418.52 - 5,258,448.07 ) - ( 121,463,907.25 - 5,238,948.07 )

V - Vna = 11,291,011.27

0.966( V - Vna ) = 109,071.17 Px ( Ixc -Ixb ) ------------------------------------------------> 8.1996

100 Ixb

Price adjustment for

F =0.966( V - Vna ) x Px ( Ixc - Ixb ) =

100 all Ixb

inputs IPC NO: 09

F = Price adjustment for the period

V = Valuation of work done during the period concerned

Vna = Valuation of non adjustable element

Tx = Percentage cost contribution of input X

Ixc = Current index for input X, as published by ICTAD

Ixb = Base index for input X, as published by ICTAD

Tender Closing Date Was 15th February 2012

Total carried to summary 894,339.97

Description Px

894,339.97

894,339.97

Annex " B "

IMPROVEMENTS TO AMPARA - UHANA - MAHAOYA ROADS PROJECT STAGE 01Contract Agreement No : RDA/DW/EP/JICA/2011/04

PRICE ADJUSTMENT - ( As per Volume 2 Section -04 -CLAUSE - 13.7 )

interim payment no 10_new

Documents