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

Bill of Quantity for Ordinary Repair in Km. 10, 14 & 18 of Bhushar kechki Barwadih Bhandaria
Godarmana Road for the year 2011-12
1. Estimated Cost- 8,09,996.00 2. Cost of BOQ- 1250.00
3. Earnest Money- 16,200.00 4. Time of Completion- 2 Month
Sl. Name of Work Quantity Unit Rate Amount
1 2 3 4 5 6
1 Providing 25mm av. thick patch repair consisting of lean bituminous
macadam in proper grade camber or super elevation with stone
chips of 12mm & 10mm size in ratio (2:1) @ 0.33 m³ & bitumen @
25 Kg including requirement of tack coat both per 10 m² including
cost of heating the aggregate and bitumen to required temperature
with cost of fuel, cleaning the surface properly with iron brush and
broom, rolling providing light barrier danger signals chowkidar
carriage of bitumen drums upto 8.0 Km. lead from godown to work
site and returning the empty drum in good condition to the godown
& hire charges of road roller without depreciation & major repair as
per specification & direction of E/I. 2610.170 Per m 2 161.89 422560.00
2 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. 2801.650 Per m 2 126.25 353708.00
3 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 lead 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). 532.250 Per m 3 52.25 27810.00
4 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. 532.250 Per m 3 11.12 5918.00
Total- 809996.00
Execitive Engineer
R.C.D. Road Division Latehar