final variation for 134 & 146 rob 97 - 2003

8/13/2019 Final Variation for 134 & 146 Rob 97 - 2003

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As per agt Final As per agt

Annexure - A

1 103 b EW excavation in OS 10Cum 560 300 0 1680

2 103 c Ew excavation in Hs 10Cum 848 400 527.986 3392

3 103 d E.W. In ordinary rock 10Cum 2034 400 479.885 8136

4 103 e E.W. In the Hard rock 10Cum 3994 200 149.427 7988

5 104 bSeepage excess of 15 cm no req.

H.bailing10Cum 161 700 465.92 1127

6 106 Filling Rly. Loose soil in foundn., 10Cum 356 700 2492

7 109 Extra for addition lead of 30m 10Cum 72 800 643.856 576

8 111 Extra of each all. Lift of 1.5m 10Cum 78 600 514.315 468

9 111-2Extra for each additional lift of 1.5m (for

it 101 t 103 105 106 d t)10Cum 156 600 150.89 936

QtySL

NoSch No Description of work Unit Rate

Name of the Contractor: M/s. M.P. Construction & KRV infrastructures (JV)

FINAL VA

1) IRUGUR - PODANUR Section : Proposed Construction of 1 x 18.239m Square (22.00m skew) Clear span wit

at Km 479/22-24.

2) VANJIPALAYAM YARD: Proposed Construction of 1 x 22.07m Square (25.00m Skew) & 1 x 17.659 square (

Name of work:

UCC:001157 AFREEMENT No


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QtySL




at Km 479/22-24.


Name of work:


17 506a CC with 20mm stone-bed blocks cum 1832 185 50.59 33892

18 511 bi RCC work Using granite metal cum 4744 775 561.308 367660

19 511 ci RCC work in curved portion. cum 5026 80 230.577 40208

20 511 di RCC works in founds cum 3981 540 320.496 214974

21 513Extra for the use of formwork with

curved srfaces10Sqm 1209 90 642.011 1088

22 514 ci Precast RCC in slabs-gr.metal cum 2460 30 11.774 7380

23 515 d Erection of Precast articals cum 370 30 11.774 1110

24 527 a Extra over items 506 and 507 10Sqm 945 100 0 945

25 530Extra for lift above 5m from GL for

conrete as specified. BSR itemscum 130 100 416.968 1300

26 530-2Extra over items 504 to 506, 508 to 512,

516 519 d 520 tcum 260 150 249.37 3900


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QtySL




at Km 479/22-24.


Name of work:


Add 23.4% 171610

Grand total 904991

Item Code Annexure - B

1 1400177

Fabrication, Erection, Metalizing and

Painting of steel girder for COMPOSITE

structure over Track span with over

headed Electrification under power block

and line block.

Tonne 90036 250 350.518 22509

2 300310Pre-cast, post-tensioned, pre-stressed

concrete (M45 Design Mix) PSC SLABScum 10000 130 0 1300

3 300311

Providing and fixing in position to exact

profile and prestressing HIGH TENSILE

STRANDS of specified ultimate strength

Tonne 125000 2.4 0 300

4 1400142Supply and fixing ELASTOMERIC BEARING

of approved design and required sizeCubic Cm 1 600000 456000 600

5 600240

Providing Guard Rails over PSC sleepers

using 52kg/90r rails under the bridge gth of Fini 600 200 0 120


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QtySL




at Km 479/22-24.


Name of work:


11 100119Supply of JCB on hire basis as and when

required by the Engineer-in-chargeHour 800 200 0 160

12 431

Providing rail barricading 1.20m heigth

(above ground level) with rail posts at

1.5m interval

Each 150 400 33 60

13 600093

Deploying of labour with sufficient

experience on permenant way

maintenance

Each 330 400 0 132

14 600335Removing the existing lifting barrier

along with winch and other componentsSet 18000 2 1 36

15 78

Fabrication, supply and fixing in position

of retro reflective Engineering indicators

made out of 2mm tk (CAUTION BOARD)

Each 4000 4 0 16

16 79


of retro reflective Engineering indicators

made out of 2mm tk (SPEED

INDICATORS)

Each 4600 4 0 18

17 80


of retro reflective Engineering indicatorsE h 5000 4 0 20


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QtySL




at Km 479/22-24.


Name of work:


2 1

Supply of Ordinary Portland Cement

Grade 43/53 conforming to I.S.8112-

1989/12269 at site of work

Tonne 4500 675 570.68 3037

3 830

Supply of TMT --- Fe 415 Grade or above

Grade steel rods of various diameters

conforming to I.S. codes 1786/1985 at

site of work

Tonne 44000 230 150.598 10120

Total 13757

Grand Total of Annexure (A+B+C) 5059791


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Remarks

existing level crossing No: 1

o: 134 at Km.450/13-15.


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Remarks


o: 134 at Km.450/13-15.


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Remarks


o: 134 at Km.450/13-15.


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Remarks


o: 134 at Km.450/13-15.


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Remarks


o: 134 at Km.450/13-15.


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Annexure As per Agreement As per Final ExcessAnnexure - A 9049910.43 7069225.50Annexure - B 27790500 33721846.65 593134Annexure - C 13757500 9194372.00

50597910.43 49985444.15 59313

Amount as per Agreement 50597910.43

Amount As per final variation 49985444.15

Savings 612466.28 1.21

Contractor Sr SO(A)

The arthmetical accuracy and the quantity in the variation statement have been verified with those

ABSTRACT - FINAL

. t s cert e t at t e quant t es o tems not operate ess operate un er t s agreement w n

other on going agreement or future teners.


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2. It is certified that there are no unintended benefits accured to the contractor by operating the va

3.There is no adult/accounts/vigilance cases pending against this contract.


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Savings1980684.93

04563128.00

6543812.93

Ch OS XEN/CN/PTJ

measurement book and found correct.

equ re an w not e operate n uture n any


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under this agreement.

final variation for 134 & 146 rob 97 - 2003

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