Nagar Palika Parishad - Ghazipur - (Ghazipur)
Details of Mesurment & Bill of Quantity
Name of work- Construction of covered drain and CC Road from Kajal Cosmetics to BBN Public School via
Santosh kushwaha house's to Vinod Mauraya house in ward no-07
S.N Item of Work No L B H/D Quantity Rate Amount
Earh work excavation in foundation in
2 60.00 0.95 0.35 39.90
1 ordinary soil including work complete in all
respect as per S,I. 251 39.90 Cum 130.00 5187.00
Sand Filling in Foundation Trenches as per
2 Drawing and Technical Specification As per 2 60.00 0.95 0.10 11.40
SL No-255
11.40 Cum 700.00 7980.00
Concrete with 4 cm gauge Brick ballast, Fine
Sand of 1.25 F.M. and cement in proportion
of 8:4:1 in foundation & under floors
including supply of all materials, labour 2 60.00 0.95 0.10 11.40
3
and T&P etc. required for proper
completion of work, finish to required
template as per direction of Engineer-in-
charge.as per S.I no 275 11.40 Cum 4400.00 50160.00
M-150brick in 1:3 cement and coarse sand 2 60.00 0.95 0.08 9.12
of mortar in foundation and plinth including
4 2 60.00 0.23 0.35 9.66
supply of all marerials, labours and T&P
etc.required for proper completition of the 2 60.00 0.23 0.35 9.66
work. (Si 307)
28.44 Cum 5600.00 159264.00
12mm thick 1:3 cement plaster & finishing
coat 3mm thick neat punning with 1:3
2 60.00 1.40 168.00
5 cement mortar including all material labor
T&P including work complete in all respect
as per si-583 168.00 Sqm 185.00 31080.00
R.C.C.slab work with cement and approved
coarse sand & 2 cm gauge approved stone
ballast in the proportion of 1:2:4 excluding
supply of reinforcement and its bending but
2 60.00 0.80 0.10 9.60
6 including its fixing & binding the same with
24 B.W.G.gi binding wire and including
necessary centering & suttering etc.and also
including supply of all material including
work complete in all respect as per 288
9.60 Cum 9600.00 92160.00
Mild steel or iron in plain work such as in
reinforced concrete or reinforce brick work
(when not include over all rates)
wrought to reruired shape as necessary 1.25% of RCC
7 1 942.00 Kg. 63.50 59817.00
including bending for poper completion of *7850kg/cum
work and including supply of steel its
wastage bend hooks and authorized over
lapping shall be measured. as per Is 504.
Earh work embankment /cutting in
8 1 60.00 4.00 0.65 156.00
ordinary soil including work complete in
19.50
all respect as per S,I. 251
136.50 Cum 321.10 43830.15
Construction of granular subbase by
providing Well grade material, spreading in
uniform layers with Motar grader/tractor
mounted appropriate equipment on
1 60.00 4.00 0.100 24.00
9 prepared surface, mixing by mix in place
method with rotarater at OMC and
compacting with smooth wheel roller to
achieve the desired density complete as per
Technical Specification Clause 401. GSB-1
24.00 Cum 2980.40 71529.60
S/L of 125 micron poythene sheet under the
foundation over sub base to act as
sepratuon between sub base and conc. Slab 1 60.00 4.00 0.10 240.00
10
(for CC slab)including supply of all
materials,labours T&P etc. Chapter 17 NS-2
240.00 Sqm 45.00 10800.00
Laying C.C. road consisting of 1:1.5:3
cement,coarse sand and approved 20mm
gauge stone ballastnover prepared sub 1 60.00 4.00 0.15 36.00
11
grade after is rectification and bringing it to
proper camber and including supply of all
materials T&P etc. SL NO- 773B 36.00 Cum 7350.00 264600.00
Making construction joint including
12 necessary quantity of filler material,labours 17 4.0 68.57
and T&P etc. As per SL N0-539
68.57 Mtr. 140.00 9600.00
13 S/F of sign. Board . 1 1 job 10000 10000.00
Total= 816007.75
2% Extra head load but payment done as per site 16320.16
832327.91
ADD GST 18%= 146881.40
Total= 979209.30
SAY (in Lacs)= 9.79
