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Variation

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Rishabh Patel
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22 views1 page

Variation

Uploaded by

Rishabh Patel
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© © All Rights Reserved
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VARIATION

Name of Work :- �वकासखण्ड भदैयां के अंतगर्त �ाम खोरेपुर म� वेद �काश पाण्डेय के घर से चकरोड तक इंटरला�कंग िनमार्ण कायर् |
Contract no. :- 277/EE/RED/SLN/2023-2024 Dt. 02/03/2024 Date of Start :- 16/03/2024
Name of Contractor : - �ी राजेन्� �साद Date of Completion :- 14/05/2024
Sl. As per Estimate As per Bond As per Measurement Book
Item of Work Saving Excess % Remark
No. Qty. Unit Rate Amount Qty. Unit Rate Amount Qty. Unit Rate Amount
E/W in Excavation in foundations in ordinary soil and
disposal malwa out of 1Km. Distance from site and
1 17.82 Cum. 120.00 2138.40 17.82 Cum. 120.00 2138.40 17.92 Cum. 120.00 2150.40 -12.00 -0.56 स्थलानुशार कायर् कराया गया |
including dressing of sides and rammings of bottom.
SI No. - 251
E/W in cutting or filling in embankment in ordinary
soil i/c ramming dressing and leveling the same to
2 526.35 Cum. 205.70 108270.20 526.35 Cum. 205.70 108270.20 549.17 Cum. 205.70 112964.27 -4694.07 -4.34 स्थलानुशार कायर् कराया गया |
required level and slope. as per SI No. - 253

Providing and laying PCC 1:6:12 (1 cement : 6 fine


sand : 12 graded brick aggregate 40 mm. nominal
3 7.43 Cum. 4500.00 33435.00 7.43 Cum. 4500.00 33435.00 7.47 Cum. 4500.00 33615.00 -180.00 -0.54 स्थलानुशार कायर् कराया गया |
size) i/c supply of all materials. Labour and T&P etc.
SI No. 273
P/L GSB for G - 1 by providing coarse graded
materials spreading in uniform layers with mortar
4 42.33 Cum. 3317.00 140408.61 42.33 Cum. 3317.00 140408.61 41.17 Cum. 3317.00 136560.89 3847.72 2.74 स्थलानुशार कायर् कराया गया |
graded in prapered surface mixing by mix in place
method take out 255 Cum.
Class-150 brick work in 1 : 4 cement and coarse sand
mortar including necessary cutting and moulding of
bricks as required and also including supply of all
5 20.49 Cum. 6267.00 128410.83 20.49 Cum. 6267.00 128410.83 20.61 Cum. 6267.00 129162.87 -752.04 -0.59 स्थलानुशार कायर् कराया गया |
materials, labour and T & P etc. required for proper
completion of the work. SI No.305

25 mm thick PCC in 1:2:4 with cement c sand and 20


mm gauge grit i/c cost of all materials, labour and
6 75.90 Sqm. 276.00 20948.40 75.90 Sqm. 276.00 20948.40 76.36 Sqm. 276.00 21075.36 -126.96 -0.61 स्थलानुशार कायर् कराया गया |
T&P etc. required for proper completion of the
work. N.B.O. 14.69
P/L of 80mm thick Rubber Mould Zig Zag Shapped
7 423.29 Sqm. 950.00 402125.50 423.29 Sqm. 950.00 402125.50 411.75 Sqm. 950.00 391162.50 10963.00 2.73 स्थलानुशार कायर् कराया गया |
inter locking tile over base coat.
All Total Amount 835736.94 All Total Amount 835736.94 All Total Amt. 826691.29 14810.72 -5765.07

Note :- 1. उ� �विभन्नता के कारण अित�र� धन क� आवश्यकता नह� है , कायर् उपलब्ध धन के अन्तगर्त ह� कराया गया है।

J.E. (RED) A.E. (RED) E.E. (RED)


Sultanpur Sultanpur Sultanpur

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