Well Foundation by Vivek Shukla New
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Transcript of Well Foundation by Vivek Shukla New
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Sl.No. Item of work Unit Qty. Rate Amount
1 Earth work in excavation by mechanical
means upto depth of 6 M for footing
foundation, Pile Cap, Tie Beam extra asper drawing and technical specification
including settting out, Construction of
soring and bracing removal of slumps and
other deterious matter braking of side and
bottom and back filling as per standard
data book of IRC.SL. NO.12.1(11) Page 3
to 4
A- Labour
Mate Day 0.32 210.00 67.20
Mazdoor Day 8.00 200.00 1600.00
Total 1667.20
B- Machinery
Hydraulic excavator 1.00 Cum bucket
(Market value)
Hour 6.00 1200.00 7200.00
C- For the [email protected]% (A+B) 8867.20 665.04
D.- Over head establishment & mobilization
@20% on (A+B+C) 9532.24 1906.44
E- Contractor profit @ 10%(A+B+C+D) 1143.86
11438.68
Total 12582.54
Hence Rate for one Cum
12582.54/210
59.91
Say 60.00
J.E. S.D.O. E.E.
Analysis of Rate
Take Qty=210 Cum.
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Sl.No. Item of work Unit Qty. Rate Amount
2 Fabricating and laying cutting edge made
out of M.S. Angle & plates, including
cutting, moulding in the required shape,welding as per approved drawing and
specification, including cost of all
materials, labour, tools tackels, plants &
equipments etc. Complete as required for
successful completion of the work
Standard data book of IRC Sl No. 12.10
page no. 350
A) Material
Structure MT 1.05 52000.00 54600.00
Nuts & Bolts KG 20.00 70.00 1400.00
B) Labour
Mate Day 1.32 210.00 277.20
Fitter Day 5.50 250.00 1375.00
Blacksmith Day 5.50 290.00 1595.00
Welder 5.50 250.00 1375.00
Mazdoor 16.50 200.00 3300.00
Total 63922.20
Consumables 10% 0.10 6392.22
Total (A+B) 70314.42
A) Over Heads, establishment &
mobilzation etc. @ 20% on (A+B)
14062.88
Total (A+B+C) 84377.30
All Taxes Risk and contractor Profit etc.
@10%
8437.73
Total 92815.03
Say Rs. 92815.00
.
J.E. S.D.O. E.E.
Analysis of Rate
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Sl.No. Item of work Unit Qty. Rate Amount
4 Providing and laying RCC with cement
approved coarse sand (FM-1.8 to 2.5) and
graded approved hard stone ballast with M
20 grade concrete in well staining of well
foundation complete as per drawing and
technical specifications excluding supplyof reinforcement and its bending but
including its fixing and binding the same
with 24 BWG G.I. binding wire and
including necessary centering & shuttering
including supply of all materials labour and
T&P etc. required for proper completion of
work. Standard data book of IRC SL No. )
12.11 Page 351
A) Material
Cement
M.T.
5.16 6000.00 30960.00
Coarse sand Cum 6.75 1600.00 10800.00
20 mm Aggregate Cum 10.80 1440.00 15552.00
10 mm Aggregate Cum 2.70 1350.00 3645.00
B) Mate Day 0.86 210.00 180.60
Mason Day 1.50 290.00 435.00
Mazddor for concreting Day 20.00 200.00 4000.00
C) Machinery
Conrete Mixer (Capacity 0.40/0.28 Cum.) Hour 6.00 160.00 960.00
Generator (Capacity 33 KVA) Hour 6.00 240.00 1440.00
Total (A+B+C) 67972.60
Add. 25% escalation on machinery on
960.00+1440.00=2400
600.00
Total (A+B+C+D) 68572.60
E) Form Work 20% (L.S.) 13714.40
Total (A+B+C+D+E) 82287.00Over Heads. Establishment & mobilization
etc. @ 20% on
Rs. 82287.00
16457.40
Total 98744.40
All taxes & Contractor Profit Taxes etc. @
10%
98744.44
Total 108618.84
Rate Per Cum. 7241.25
Say 7241.00
J.E. S.D.O. E.E.
Analysis of Rate
Take Qty=15 Cum.
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Sl.No. Item of work Unit Qty. Rate Amount
6 Sinking of 6 m. external diameter well
through sandy soil complete as per
drawing and technical specifications
including supply of all materials, labour &
T&P etc. required for proper completion of
work. Depth of sinking is reckoned from
bed level Standred data book of IRC SLNo. 12.12 page 372
Sandy Soil
(i) Depth below bed level upto 3.00 m.
Rate of sinking=0.50 m. per hour
A) Labour
Head Sinker Day 0.12 900.00 108.00
Sinker Day 1.00 450.00 450.00
Sinker helper Day 2.00 300.00 600.00
Total (A) 1158.00
B) MachineryCrane for will sinking TATA P&H 325 or
equivalent with 0.75 cum. Hour grab with
average diesel consumption 18 ltr per
hour, Mobil 1 ltrs for 5 hours.
Hour 2.00 3000.00 6000.00
Hire and running charges of 10 KVA
Generator with fuel & Operator
Hour 2.00 240.00 480.00
Total (B) 6480.00
Total (A+B) 7638.00
C) Over Heads, establishment & moblization
etc. @ 20% on (A+B) 20% of
(1158.00+6480.00) i.e. 7638.00
Total "C" 1527.60
Total (A+B+C) 9165.60
D) All Taxes Risk and contractor Profit etc. @
10% of total of (A+B+C) 10%
(1158+6480+1527.60)x10%
Total (D) 916.56
Grand Total 10082.16
Say Rs. 10082.00
J.E. S.D.O. E.E.
Analysis of Rate
Taking output =1 Mt.
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Sl.No. Item of work Unit Qty. Rate Amount
(ii) Beyond 3 m upto 6m. Depth
Rate of sinking =0.33m. Per hour
A) Labour
Head Sinker Day 0.15 900.00 135.00
Sinker Day 1.25 450.00 562.50
Sinker helper Day 2.50 300.00 750.00
Total (A) 1447.50
B) MachinaryCrane for well sinking TATA P&H 325 or
equivalent with 0.75 cum. Hour grab with
average diesel consumption 18 ltr. Per
hour, Mobil 1 litrs for 5 hours.
Hour 3.00 3000.00 9000.00
Hire and running charges of 10 KVA
Generator with fuel & operator
Hour 3.00 240.00 720.00
Total (B) 9720.00
Total (A+B) 11167.50
C) Over Heads, establishment & mobilzation
etc. @ 20% on (A+B)
2233.50
Total (A+B+C) 13401.00
D) All Taxes Risk and contractor Profit etc. @
10%
1340.10
Total 14741.10
Say 14741.00
(iii) Beyond 6 m up to 10m depth
Rate of sinking=0.25m per hour
(A) Labour
Head SinkerDay
0.30 900.00 270.00
Siner Day 2.50 450.00 1125.00
Sinker helperDay
5.00 300.00 1500.00
Total (A) 2895
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Analysis of Rate
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Sl.No. Item of work Unit Qty. Rate Amount
B) Machinary
Crane for well sinking TATA P&H 325 or
equivalent with 0.75 cum. Hour grab with
average diesel consumption 18 ltr. Per
hour, Mobil 1 litrs for 5 hours.
Hour 4.00 3000.00 12000.00
Hire and running charges of 10 KVA
Generator with fuel & operator
Hour 4.00 240.00 960.00
Total (B) 12960.00
Total (A+B) 15855.00
C) Over Heads, establishment & mobilzation
etc. @ 20% on (A+B)
3171.00
Total (A+B+C) 19026.00All Taxes Risk and contractor Profit etc. @
10%
1902.60
Grand Total 20928.60
Say Rs. 20928.00
(iv) Beyond 10m. Upto 15m. Depth
1 10m upto 11m. Depth Add 5% over the
rate of previous Mt.
21974.00
2 11m upto 12m. Depth Add 5% over the
rate of previous Mt.
23073.00
3 12m upto 13m. Depth Add 5% over the
rate of previous Mt.
24227.00
4 13m upto 14m. Depth Add 5% over the
rate of previous Mt.
25438.00
5
14m upto 15m. Depth Add 5% over the
rate of previous Mt. 26710.00
TOTAL 121422/5 24284.00(v) Beyond 15m. Upto 20m. Depth
6
15m upto 16m. Depth Add 5% over the
rate of previous Mt. 28046.00
7
16m upto 17m. Depth Add 5% over the
rate of previous Mt. 29448.00
8
17m upto 18m. Depth Add 5% over the
rate of previous Mt. 30920.00
9
18m upto 19m. Depth Add 5% over the
rate of previous Mt. 32466.00
10
19m upto 20m. Depth Add 5% over the
rate of previous Mt. 34089.00
TOTAL 154969/5 30994.00
J.E. S.D.O. E.E.
Analysis of Rate
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Sl.No. Item of work Unit Qty. Rate Amount
9 Same as item no. 5 above but in M-20
grade concrete in Top Plug of well
foundation with coarse sand (F.M. 1.8 to
2.5) and approved graded hard stone
ballast complete. Standard data book of
IRC SL. No. 12.11 (E) page-362
A) Material
Cement M.T. 5.16 6000.00 30960.00
Coarse sand Cum 6.75 1600.00 10800.00
40 mm. aggregate Cum 5.40 1350.00 7290.00
20 mm. aggregate Cum 5.40 1440.00 7776.00
10 mm. aggregate Cum 2.70 1350.00 3645.000
Total (A) 60471.00
B) Labour
Mate Day 0.86 210.00 180.60
Mason Day 1.50 290.00 435.00
Madzoor for concreting Day 20.00 200.00 4000.00
Total (B) 4615.60
C) Machinary
Concrete Mixer (0.40/0.28 Cum. (market
Rate)
Hour 6.00 160.00 960.00
Generator (Capacity 33 KVA) (Market
Rate)
Hour 6.00 240.00 1440.00
Total "C" 2400.00
Total (A+B+C) 67486.00
D) Over Heads Establishment &
mobilization etc. @ 20% on (A+B+C) i.e.
Rs. 67486.00
13497.20
Total (A+B+C+D) 80983.20
E) All taxes & Contractor Profit Taxes etc.
@ 10% on Rs. 80983.20
8098.32
Grand Total 89681.52
Rate per Cum. Rs. 5938.77
Say Rs. 5939.00
J.E. S.D.O. E.E.
Analysis of Rate
Qt. 15.00 Cum.
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Sl.No. Item of work Unit Qty. Rate Amount
10 RCC work with cement approved Coarse
sand (FM 1.8 to 2.5) and 2 CM gauge
graded hard stone ballast) in M-20 grade
concrete in RCC Beam Chimney, Well cap
, excluding supply of reinforcement and its
binding but including its fixing and binding
the same with 24 BWG G.I. binding wireand including necessary centering &
shuttering including supply of all materials
) labour and T&P etc. required for proper
completion of work M-20 grade Concrete
(1:11/2:3) Nominal mix. (Min. cement
content shall be 400 Kg. per Cum.)
A) Rate as per schedule item no. 5.25 on
6933/1.10
6302.72
B)- Over Heads. Establishment &
mobilization etc. 20% on Rs. 6409.00
1260.54
Total (A+B) 7563.26
C)-Contractor Profit Taxes etc. @ 10% onRs. 7563.26
756.32
Grand Total 8319.59
Say Rs. 8319.00
J.E. S.D.O. E.E.
Analysis of Rate
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Sl.No. Item of work Unit Qty. Rate Amount
11 Providing and constructing temporary
island 4.5 m. average height for
construction with wooden with wooden
ballies, sand bages, compacted earth etc.
including supply of all materials labor and
T&P etc. required for proper completion of
work. Standard data book of IRC SL No.12.9 (A) page-348
QTY=200.00 Sqm.
A) Material
Earth Cum 904.32 60.00 54259.20
Sand Bags No. 6000.00 1.50 9000.00
Wooden ballies 200mm dia and 9m long No. 95.00 1200.00 114000.00
Wooden ballies 50mm dia RM 190.00 30.00 5700.000
Total (A) 182959.20
B) Labour
Mate Day 5.60 250.00 1400.00
Mazdoor for piling 8" dia ballis Day 18.00 200.00 3600.00
Mazdoor for piling 2" dia ballis Day 12.00 200.00 2400.00
Mazdoor for filling sand bags, stitching &
Placing
Day 110.00 200.00 22000.00
Total (B) 29400.00
C) Machinery
Crane (Light Crane) Hour 50.00 2000.00 100000.00
Total "C" 100000.00
Total (A+B+C) 312359.20
D) Consumables @ 2.5% of (A+B+C) Total (D) 7808.98
Total (A+B+C+D) 320168.18
E) Over Heads. Establishment & mobilization
etc.@20% on (A+B+C)
Total (E) 64033.63
Total (A+B+C+D+E) 384201.81
All taxes & Contractor Profit Taxes etc. @
10% on Rs.384201.81
38420.18
Grand Total 422621.99
Rate Rs. Per Sqm. 2113.11
Say Rs. 2113.00
J.E. S.D.O. E.E.
Analysis of Rate
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Sl.No. Item of work Unit Qty. Rate Amount
12 Providing and constructing 5.0 m. wide
service road tyo reach island locations
with sand bags and compacted earth
including supply of all materials labour and
T&P etc. required for proper completion of
work. Standard data book of IRC SL. No.
12.9 (A) page -349. In case of change of width of road the same will be paid on the
pre-rata basis.
Span 60.00 M
A) Material
Earth Cum 450.00 60.00 27000.00
Sang Bags No. 300.00 1.50 450.00
Total (A) 27450.00
B) Labour
Mate Day 0.24 250.00 60.00
Mazdoor for piling "8" dia ballies Day 6.00 200.00 1200.00
Total (B) 1260.00
C) Machinery
Front end loader (Market Rate) Hour 27.00 750.00 20250.00
Tipper 5.5 cum capacity (Market Rate) Hour 28.00 300.00 8400.00
Total "C" 28650.00
Total (A+B+C) 57360.00D) Over Heads, Establishment & mobilization
etc. @ 20% on (A+B+C) 11472.00
Total (A+B+C+D) 68832.00
E) All taxes & Contractor Profit etc. @ 10%
on Rs. 68832.00
6883.20
Grand Total 75715.20
Rate per RM. 1261.92
Say Rs. 1262.00
J.E. S.D.O. E.E.
Analysis of Rate
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l.No Item of work Unit Qty. Rate Amount
1 Earth work in excavation by mechanical
means upto depth of 6 M for footing
foundation, Pile Cap, Tie Beam extra as per
drawing and technical specification includingsettting out, Construction of soring and
bracing removal of slumps and other
deterious matter braking of side and bottom
and back filling as per standard data book of
IRC.SL. NO.12.1(11) Page 324
CUM. 300.00 60.00
(Rupees Sixty
only)
18000.00
2 Fabricating and laying cutting edge made out
of M.S. Angle & plates, including cutting,
moulding in the required shape, welding as
per approved drawing and specification,
including cost of all materials, labour, tools
tackels, plants & equipments etc. Complete
as required for successful completion of thework Standard data book of IRC Sl No. 12.10
page no. 350
MT 9.25 94340.00
(Rupees Ninty
four thousand
three hundred
forty only)
872645.00
3 RCC work in well kerb with concrete mix M-25
grade with coarse sand (F.M. 1.8 to 2.5) and
graded hard stone ballast including shuttering
and placing and fixing of reinforcement bars
with 24 BWG bindingwire in proper position as
per approved drawing, including placing of
concrete and compacting the same with
vibrators with cost of materials, labour and
T&P complete. (Standard data book of I.R.C.
S/No. 12.11 page 351 ) (cement content shallbe 550 kg/cum.)
CUM. 69.00 9110.00
(Rupees Nine
thousand One
Hundred ten
only)
628590.00
4 Providing and laying RCC with cement
approved coarse sand (FM-1.8 to 2.5) and
graded approved hard stone ballast with M-20
grade concrete in well staining of well
foundation complete as per drawing and
technical specifications excluding supply of
reinforcement and its bending but including its
fixing and binding the same with 24 BWG G.I.
binding wire and including necessary
centering & shuttering including supply of allmaterials labour and T&P etc. required for
proper completion of work. Standard data
book of IRC SL No. ) 12.11 Page 351
(cement content shall be 400 kg/cum)
CUM. 576.00 7773.00
(Rupees Seven
thousand seven
Hundred
seventy three
only)
4477248.00
BILL OF QUANTITY FOR CONSTRUCTION OF THREE NO. WELL FOUNDATION FOR
CROSSING OF 220KV ROZA-BADAUN (D/C) TRANSMISSION LINE OVER GARRA RIVER
(SHAHJAHANPUR)
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l.No Item of work Unit Qty. Rate Amount
BILL OF QUANTITY FOR CONSTRUCTION OF THREE NO. WELL FOUNDATION FOR
CROSSING OF 220KV ROZA-BADAUN (D/C) TRANSMISSION LINE OVER GARRA RIVER
(SHAHJAHANPUR)
5 Providing and laying PCC with cement
approved coarse sand (FM 1.8 to 2.5) and
graded approved hard stone ballast with M-20
grade concrete in Botton Plug of wellfoundation with 10% extra cement for under
water concreting complete as per drawing and
technical specifications including supply of all
materials labour and T& P etc. required for
proper completion of work. Standard data
book of IRC SL No) 12.11 (C) Page 354
(cement content shall be 400 kg/ cum)
CUM. 282.00 8293.00
(Rupees Eight
thousand two
hundred ninetythree only)
2338626.00
6 Sinking of 6 m. external diameter well through
sandy soil complete as per drawing and
technical specifications including supply of all
materials, labour & T&P etc. required for proper completion of work. Depth of sinking is
reckoned from bed level Standred data book
of IRC SL No. 12.12 page 372
RM
A- Depth 0.00 to 3.00 Mt, below bed level RM 9.00 10082.00
(Rupees Ten
thousand eighty
two only)
90738.00
B- Depth beyond 3.00 Mt, upto 6.00 M. RM 9.00 14741.00
(Rupees forteen
thousand seven
hundred fortyone only)
132669.00
C- Depth beyond 6.00 Mt, upto 10.00 M. RM 12.00 20928.00
(Rupees twenty
thousand nine
hundred twenty
ei ht onl
251136.00
D- Depth beyond 10.00 Mt, upto 15.00 M. RM 15.00 24284.00
(Rupees twenty
four thousand
two hundred
eighty four only)
364260.00
E- Depth beyond 15.00 Mt, upto 20.00 M. RM 12.00 30994.00(Rupees thirty
thousand nine
hundred ninty
four only)
371928.00
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l.No Item of work Unit Qty. Rate Amount
BILL OF QUANTITY FOR CONSTRUCTION OF THREE NO. WELL FOUNDATION FOR
CROSSING OF 220KV ROZA-BADAUN (D/C) TRANSMISSION LINE OVER GARRA RIVER
(SHAHJAHANPUR)
7 Supply cutting bending to the shape, welding
fixing placing uncoated HYSD/TMT bar Fe-
415 of approved make ISI marked
reinforcement in Pile cap, well, Beam andChimney etc. above ground level complete as
per drawing and technical specification IRC
13-70 page 460
MT 34.00 70493.00
(Rupees
seventy
thousand fourhundred ninety
three only)
2396762.00
8 Sand filling in well foundaiton available from
site including watering , dressing etc. Rate to
include of all materials, labour & T&P etc.
required for proper completion of work.
Standared data book of I.R.C. Sl. No. 12.21
page 422
CUM. 630.00 82.00
(Rupees Eighty
Two only)
51660.00
9 Same as item no. 5 above but in M-20 grade
concrete in Top Plug of well foundation with
coarse sand (F.M. 1.8 to 2.5) and approved
graded hard stone ballast complete. Standard
data book of IRC SL. No. 12.11 (E) page-362(
cement content shall be 400 kg/cum)
CUM. 24.00 6382.00
(Rupees Six
thousand three
hundred eighty
two only)
153168.00
10 RCC work with cement ( cement content shall
be 400 Kg. per Cum.) approved Coarse sand
(FM 1.8 to 2.5) and 2 CM gauge graded hard
stone ballast) in M-20 grade concrete in RCC
Beam Chimney, Well cap excluding supply ofreinforcement and its binding but including its
fixing and binding the same with 24 BWG G.I.
binding wire and including necessary
centering & shuttering including supply of all
materials ) labour and T&P etc. required for
proper completion of work M-20 grade
CUM. 153.00 8319.00
(Rupees eight
thousand three
hundred
nineteen only)
1272807.00
11 Providing and constructing temporary island
4.5 m. average height for construction with
wooden with wooden ballies, sand bages,
compacted earth etc. including supply of all
materials labor and T&P etc. required for proper completion of work. Standard data
book of IRC SL No. 12.9 (A) page-348
Sqm. 300.00 2113.00
(Rupees two
thousand one
hundred thirteen
only
633900.00
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l.No Item of work Unit Qty. Rate Amount
BILL OF QUANTITY FOR CONSTRUCTION OF THREE NO. WELL FOUNDATION FOR
CROSSING OF 220KV ROZA-BADAUN (D/C) TRANSMISSION LINE OVER GARRA RIVER
(SHAHJAHANPUR)
12 Providing and constructing 5.0 m. wide
service road tyo reach island locations with
sand bags and compacted earth including
supply of all materials labour and T&P etc.
required for proper completion of work.
Standard data book of IRC SL. No. 12.9 (A)
page -349. In case of change of width of road
the same will be paid on the pre-rata basis.
RM 250.00 1262.00
(Rupeese one
thousand two
hundred sixtytwo only)
315500.00
13 Fixing of templete for slub for tower in correct
position, level and alignment including setting
of slub supplied by the department free of
cost. Templete shall also be provided by the
department free of cost.
Job 3.00 15000.00
(Rupees fifteen
thousand only)
45000.00
Total 14414637.00
J.E. S.D.O. E.E.
SIGNATURE OF TENDERER
(SEAL)
my/ our rates as .......%(in figure)
...(in words)
Below/ Above the estimated rates mentioned in the bill of quantities.
(Rupees One crore forty four lacs forteen thousand six hundred thirty seven only)
TO BE FILLED BY THE TENDERER
I/Weresident
of ..submit
J.E. S.D.O. E.E.
