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20EG0075 Widening of ITR

This document provides a summary of the progress and remaining work for various items in a road widening project. It shows that most items are over 75% complete, with excavation, subbase installation, and paving over halfway done. A few items like pipe culverts and pavement markings have yet to start. Overall the project is well underway with a majority of the scheduled work accomplished to date.

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jayson mari
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61 views1 page

20EG0075 Widening of ITR

This document provides a summary of the progress and remaining work for various items in a road widening project. It shows that most items are over 75% complete, with excavation, subbase installation, and paving over halfway done. A few items like pipe culverts and pavement markings have yet to start. Overall the project is well underway with a majority of the scheduled work accomplished to date.

Uploaded by

jayson mari
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
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20EG0075 Widening of ITR

Quantity Work Accomplishment


Pay Item No. Description Budget Rev 1 Unit To Date Balance
75.74%
PART B OTHER GENERAL REQUIREMENTS
B.5 Project Billboard / Signboard 2.00 each 2.00 -
Occupational Safety and Health
B.7(2) 1.00 l.s. 0.62 0.38
Program
B.8(2) Traffic Management 1.00 l.s. 0.62 0.38
B.9 Mobilization/Demobilization 1.00 l.s. 0.50 0.50
PART C EARTHWORKS
Individual Removal of Trees, 150-
100(3)a1 79.00 each 70.00 9.00
300mm dia., Small
Individual Removal of Trees, 301-
100(3)a2 23.00 each 23.00 -
500mm dia., Small
Individual Removal of Trees, 501-
100(3)a3 1.00 each 1.00 -
750mm dia., Small
Individual Removal of Trees, above
100(4) 5.00 each 5.00 -
900mm dia., Large
Removal of actual
101(3)d Structures/obstruction, 10m Thick 294.00 sq.m. 294.00 -
Sidewalk
Removal of actual
101(6) 631.42 cu.m. 496.42 135.00
Structures/obstruction, Concrete
102(2) Suplus Common Excavation 17,467.21 cu.m. 15,953.80 1,513.41
Pipe Culverts and Drain Excavation,
103(6)a 115.78 cu.m. 23.40 92.38
Common Soil
Embankment from Roadway
104(1)a 2,592.93 cu.m. 2,285.35 307.58
Excavation, Common Soil
Subgrade Preparation, Common
105(1)a 23,292.94 sq.m. 13,521.20 9,771.74
Material
PART D SUBBASE AND BASE COURSE
200(1) Aggregate Subbase Course 7,008.57 cu.m. 4,080.00 2,928.57
PART E SURFACE COURSES
Portland Cement Concrete Pavement
311(1)e1 16,940.32 sq.m. 13,890.20 3,050.12
(Unreinforced) 0.28m thick 14 days
DRAINAGE AND SLOPE PROTECTION
PART G
STRUCTURES
Pipe Culverts 610 mm dia., Class II,
500(1)a1 42.00 l.m. - 42.00
RCPC
Pipe Culverts 910 mm dia., Class II,
500(1)a3 14.00 l.m. - 14.00
RCPC
506(1) Stone Masonry 485.60 cu.m. 391.40 94.20
PART H MISCELLANEOUS STRUCTURES
Reflectorized Thermoplastic Pavement
612(1) 1,082.40 sq.m. - 1,082.40
Markings White

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