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8/13/2019 Final Variation for 134 & 146 Rob 97 - 2003
1/14
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
8/13/2019 Final Variation for 134 & 146 Rob 97 - 2003
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As per agt Final As per agt
QtySL
NoSch No Description of work Unit Rate
Name of the Contractor: M/s. M.P. Construction & KRV infrastructures (JV)
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
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
8/13/2019 Final Variation for 134 & 146 Rob 97 - 2003
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As per agt Final As per agt
QtySL
NoSch No Description of work Unit Rate
Name of the Contractor: M/s. M.P. Construction & KRV infrastructures (JV)
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
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
8/13/2019 Final Variation for 134 & 146 Rob 97 - 2003
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As per agt Final As per agt
QtySL
NoSch No Description of work Unit Rate
Name of the Contractor: M/s. M.P. Construction & KRV infrastructures (JV)
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
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
Fabrication, supply and fixing in position
of retro reflective Engineering indicators
made out of 2mm tk (SPEED
INDICATORS)
Each 4600 4 0 18
17 80
Fabrication, supply and fixing in position
of retro reflective Engineering indicatorsE h 5000 4 0 20
8/13/2019 Final Variation for 134 & 146 Rob 97 - 2003
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As per agt Final As per agt
QtySL
NoSch No Description of work Unit Rate
Name of the Contractor: M/s. M.P. Construction & KRV infrastructures (JV)
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
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
8/13/2019 Final Variation for 134 & 146 Rob 97 - 2003
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Remarks
existing level crossing No: 1
o: 134 at Km.450/13-15.
8/13/2019 Final Variation for 134 & 146 Rob 97 - 2003
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Remarks
existing level crossing No: 1
o: 134 at Km.450/13-15.
8/13/2019 Final Variation for 134 & 146 Rob 97 - 2003
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Remarks
existing level crossing No: 1
o: 134 at Km.450/13-15.
8/13/2019 Final Variation for 134 & 146 Rob 97 - 2003
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Remarks
existing level crossing No: 1
o: 134 at Km.450/13-15.
8/13/2019 Final Variation for 134 & 146 Rob 97 - 2003
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Remarks
existing level crossing No: 1
o: 134 at Km.450/13-15.
8/13/2019 Final Variation for 134 & 146 Rob 97 - 2003
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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.
8/13/2019 Final Variation for 134 & 146 Rob 97 - 2003
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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.
8/13/2019 Final Variation for 134 & 146 Rob 97 - 2003
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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
8/13/2019 Final Variation for 134 & 146 Rob 97 - 2003
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under this agreement.