Abstract Sheet
S.No Description Of Item Quantity Rate/ unit Amount
Rs Np In Lacs
1 Earth work in excavation for foundation of structures up to
3m depth as per drawing and technical specifications
clause 1104.including setting out , construction of shoring
nad bracing , removal of stamps and other deleterious
matter , drassing of sides and bottom and back filling with
approved material . 1575.00
pipes 1175.63
Curtain wall 41.25
Drop Wall 41.25
Catch Pit 135.00
Total 1793.00 162.89 2.92
2 Providing / Laying cement M10 grade in leveling course
PCC grade M-10
Foundation bed 29.25
Cradle 74.25
Catch Pit 48.60
Parapet 9.45
Total 161.55 3656.41 5.91
3 Polygonal/ random rubble masonry uncoursed/ brought to
course in cement sand mortar 1:6 mix with quarry stones
in foundation and plinth including cost of bond stones and
leveling up at specified levels with M-5 grade using stone
aggregate 20mm nominal size.
Curtain Walll 111.60
Curtain Wall 159.00
Drop Wall 159.00
Total: 318.00 2876.18 9.15
4 Providing & laying of Cement Concrete M-20 nominal mix
for coping .(40mm thick) Arch.
Curtain Walll 75.00
Drop Wall 75.00
Total: 150.00 268.32 0.40
5 Pointing on stone work with cement sand 1:3 mix.
Curtain Walll 198.75
Drop Wall 198.75
Total 397.5 47.05 0.19
6 Form work of ordinary timber
Catch Pit 360.00
cradle 247.50
parapet 72.00
Total: 679.50 300.00 2.04
7 Providing and laying of reinforeced cement concrete pipes
MP-3as per design in single row including fixing collor with
cement mortar 1:2 but excluding excavation ,protection
works,backfilling, concrete masonary work in head walls
and parapets clause 1106.
a) 1000 mm dia 225.00 6798.19 15.30
8 Supply and spreading Khak Bajri (Sandy Granular 450.00 1161.3 5.23
Material)
9 Loading of stone Agg. by mech. Means
a) M-10 cement concrete
=89% of 161.55 cum = 143.77 cum
b) for coping = 150 Rm @ 0.022cum / Rm = 3.30Cum
total 147.07 43.27 0.06
10 Haulage of stone Agg. from veerwan for 55 km Av lead
= 147.07 cum @ 1.80 t / cum =264.72 t
a) Surface road(50Kms) 13236.30 4.03 0.53
b) Gravel Road(5.0Kms) 1323.60 4.85 0.06
Loading of sand by manual Means
M -10 cement concrete = 45% of 118.47cum = 53.31
1:6 Masonery =33% of 233.20cum = 76.96
pointing = 291.20 cum @ 0.02 cum/ sqm = 5.82
Loading of Sand By Mech. Means.
For M-10 Cement Concrete=47% of
161.55Cum=75.92Cum
coping = 150Rm @ 0.011 cum / Rm = 1.65Cum
for 1:6 Stone masonry=38%of 318.00Cum=120.84Cum
for pointing=397.50Sqm@0.02Cum/Sqm=7.95 Cum
total 206.36 71.65 0.15
Haulage of Sand from Johama for 70 Km Av Lead =
206.36 cum @ 1.60t/ cum = 330.17t
Surface road 65 kms 21461.44 4.03 0.86
Gravel Road 5 kms 1650.85 4.85 0.08
11 Loading of cement by manul means
M -10 cement concrete = 161.55cum @ 2.20q
/ cum = =
355.41qt
1:6 Masonery = 318.00 cum @ 0.83Q / cum
=263.94qt
pointing 1:3 mortor = 397.50sqm @ 0.017 qt / sqm
=6.75qt
coping = 150Rm @ 0.016q / Rm =0.16qt/Rm=24.00Qt
Total=650.10Qt or 65.01t 65.01 89.00 0.06
Haulage of cement from Khrew for 135 Km Av Lead
Surface road(130.0Kms) 8451.3 4.03 0.34
Gravel Road(5.0Kms) 325.05 4.85 0.02
Unloading of cement 65.01 89.00 0.06
12 Loading of RCC Span pipe = 66 no @ 59.54 / No = 0.44 90 59.54 0.05
13 Haulage of Rcc pipes for 135 km=90 No @ 2.50t/No
=225.0t
Surface road(130.0Kms) 29250.00 4.03 1.18
Gravel Road(5.0Kms) 1125.00 4.85 0.05
14 Unloading of RCC pipes by manual means = 90No 90 284.29 0.26
Total 44.90
Cost for one Such pipe culvert = 1.50 lacs
t
