memorandum of tender issued by executive engineer, rcd road ...

Sl. Name of Work Quantity Unit Rate Amount
5 Providing 50mm (av.) leveling course of thickness varying
from 25mm to 75mm consisting of lean bituminous
macadam in proper grade camber or super elevation with
stone aggregate of 40mm, 20mm & 10mm size in ratio of
(7:9:4) @ 0.67m³ surface & bitumen @ 43 Kg. m³ of stone
aggregate for premixing & tack coat @ 5 Kg. all per 10m²
surface including cost of cleaning the surface properly with
iron brush and broom cost of heating the bitumen to
required temperature with coat of fuel, rolling providing
light barrier danger signals chowkidar returning the empty
drums in good condition to the godown & hire charges of
road roller without depreciation & major repair as per
specification & direction of E/I.
188.490 Per m² 224.96 42403.00
6 Providing 20mm thick open graded premix carpet over B.T
surface (old surface) in proper grade camber or super
elevation with stone chips of 12mm to 10mm size in ratio of
(2:1) @ 0.27 m³ & bitumen @ 19.6 Kg including tack coat
@ 5 Kg all per 10m² surface including cost of cleaning the
surface properly with iron brush and broom cost of heating
the bitumen to required temperature with coat of fuel,
rolling providing light barrier danger signals chowkidar
returning the empty drums in good condition to the godown
& hire charges of road roller without depreciation & major
repair as per specification & direction of E/I.
3769.80 Per m² 123.74 466475.00
7 Earth work in road embankment and shoulders with
ordinary soil (vide classification of soil item-A) obtained
from borrow pits or any other sources free from logs,
stumps, roots, rubbish or any other ingredients likely to
deteriorate or affect the stability of the embankment
including the breaking the clods maximum to 60 mm cube,
placing the earth in layers not exceeding 225 mm in loose
thickness rough dressing including the cost of cutting and
removing shrubs and roots falling in borrow area with
initial laed of 15M and lift of 1.5M all complete job as per
approved design, specification and direction of E/I. (Mode
of measurement - sectional measurement after required
compaction). 292.30 Per m³ 52.25 15273.00
8 Rolling and compacting of road embankment in all kinds of
soil including hard and gravely soil, soil mixed with
boulders by road roller in layer not exceeding 225 mm in
loose thickness so as in achieve 90 to 95% MDD at OMC
uniformly including mixing the required quantity of water
including cost of supply and carriage of water all lead and
lifts, finishing the surface to proper grade camber or super
elevation including cost of hire charge of road roller with
depreciation and major repair, providing light, barrier,
danger signal, chowkidar all complete as per specification
and direction of E/I. 292.30 Per m³ 11.12 3250.00
900000.00
Executive Engineer
R.C.D. Road Div. Latehar