maintenance & estimate
Post on 04-Jun-2018
218 Views
Preview:
TRANSCRIPT
-
8/13/2019 Maintenance & Estimate
1/40
DIVISION: NH Division, PWD, BAREILLY
KM - 268
1 2 3 5 6 7 8 9 10 11 12
up to 50 KM
268 Lal Kuan 500 64 494.50 449.55 949.55 949.55 949.55 51 to 64 KM
268 Lal Kuan 510 64 494.50 449.55 959.55 959.55 959.55 Total
Less Loadin
268 Lal Kuan 540 64 494.50 449.55 989.55 989.55 989.55 Rs
268 Lal Kuan 600 64 494.50 449.55 1049.55 1049.55 1049.55
268 Lal Kuan 600 64 494.50 449.55 1049.55 1049.55 1049.55Quarry to KM
KM
268 Lal Kuan 600 64 494.50 449.55 1049.55 1049.55 1049.55
268 Lal Kuan 470 64 494.50 449.55 919.55 919.55 919.55
268 Lal Kuan 550 64 494.50 449.55 999.55 999.55 999.55
268 Lal Kuan 500 64 494.50 449.55 949.55 949.55 949.55
300 Local 380 380.00
1) Distances from quarry have been taken from the shortest route.
2) Quarry rates have been taken of the respective circle applicable.
3) Cartage rates has been taken approved by SE Lko. Circle in the RMR.
4) Quarry rates are for approved quarry and RMR rates are minimum .
N.H. Construction DivisionN.H. Construction Division 28th Circle N.H.
P.W.D. Bareilly P.W.D. Bareilly P.W.D. Bareilly
Stone Dust
stone boulder 25-60 Kgs
Coarse Sand
Fine Sand
JUNIOR ENGINEER EXECUTIVE ENGINEER SUPERINTENDING ENGI
Stone grit 5.6 mm and below
Total
(3+7)
(Rs)
I.S.
Transit
Tax
(Rs)
Total of
col.
(8+9)
(Rs)
Trade
Tax on
col. 11
(Rs)
G.Total of
col
11+12
(Rs)
Stone Ballast ( 45-90 mm)
Stone Ballast ( 45-63 mm)
Stone Ballast ( 22.4-53 mm)
16mm-22.4mm/ 11.2mm/13.2mm/ 10-16mm
11.2-2.8 mm / 2.3-9.5 (6.7mm)
R
ROAD METAL RATES part-B
CIRCLE : 28th .Circle, N.H. P.W.D. , B
NH-74 ( New N H No -30 ) BAREILLYKm.
No.
Quarry Quarry
Rate
( Rs)
Distence
from
Quarry to
Site (KM)
Cost of
cartage
without
loading
Cost of
cartage
excluding
C.P. (Rs)
-
8/13/2019 Maintenance & Estimate
2/40
DIVISION: NH Division, PWD, BAREILLY
KM - 300
1 2 3 5 6 7 8 9 10 11 12
up to 50 KM
300 Lal Kuan 500 85 594.50 540.45 1040.45 1040.45 1040.45 51 to 75 KM
76 to 85KM
300 Lal Kuan 510 85 594.50 540.45 1050.45 1050.45 1050.45 Total
Less Loadin
300 Lal Kuan 540 85 594.50 540.45 1080.45 1080.45 1080.45 Rs
mean km
300 Lal Kuan 600 85 594.50 540.45 1140.45 1140.45 1140.45 to km 304
300 Lal Kuan 600 85 594.50 540.45 1140.45 1140.45 1140.45Quarry to KM
KM
300 Lal Kuan 600 85 594.50 540.45 1140.45 1140.45 1140.45
300 Lal Kuan 470 85 594.50 540.45 1010.45 1010.45 1010.45
300 Lal Kuan 550 85 594.50 540.45 1090.45 1090.45 1090.45
300 Lal Kuan 500 85 594.50 540.45 1040.45 1040.45 1040.45
300 Local 380 380.00
1) Distances from quarry have been taken from the shortest route.
2) Quarry rates have been taken of the respective circle applicable.
3) Cartage rates has been taken approved by SE Lko. Circle in the RMR.
4) Quarry rates are for approved quarry and RMR rates are minimum .
N.H. Construction Division
ROAD METAL RATES
CIRCLE : 28th .Circle, N.H. P.W.D. ,
NH-74 ( New N H No -30 ) BAREILLYKm.
No.
Quarry Quarry
Rate
Distence
from
Cost of
cartage
Cost of
cartage
Total
(3+7)
I.S.
Transit
Total of
col.
Trade
Tax on
G.Total of
col
Stone Ballast ( 45-90 mm)
Stone Ballast ( 45-63 mm)
Stone Ballast ( 22.4-53 mm)
16mm-22.4mm/ 11.2mm/13.2mm/ 10-16mm
11.2-2.8 mm / 2.3-9.5 (6.7mm)
Stone grit 5.6 mm and below
Stone Dust
stone boulder 25-60 Kgs
Coarse Sand
Fine Sand
P.W.D. Bareilly P.W.D. Bareilly P.W.D. Bareilly
JUNIOR ENGINEER EXECUTIVE ENGINEER SUPERINTENDING ENG
N.H. Construction Division 28th Circle N.H.
-
8/13/2019 Maintenance & Estimate
3/40
513 Seal Coat
(ii) Case - II :Type BProviding and laying of premix sand seal coat with HMP of appropriate
capacity not less than 75 tonnes/ hours using crushed stone chipping 6.7
mm size and penetration bitumen of suitable grade.
Unit = sqm
Taking output = 7858 sqm (47.16 cum)
a) Labour
Mate day 0.160 125.00 20.00
Mazdoor day 4.000 125.00 500.00
b) Machinery
HMP of 75 tonnes/hour. hour 2.000 11167.00 22334.00
Electric Generator Set 250 KVA hour 2.000 450.00 900.00
Front end loader 1 cum bucket capacity hour 2.000 520.00 1040.00
Tipper 10 tonne capacity tonne.km 104 x 5' 14.50 75400.00
Add 10 per cent of cost of carriage to cover cost of loading and unloading 7540.00
Paver finisher hydrostatic with sensor attachment hour 2.000 629.00 1258.00
Smooth wheeled 8-10 tonnes capacity hour 2.000 297.00 594.00
add : escaslation @ 35 % on machinery 30041.20
c) Material
Bitumen@ 6.80 kg per 10 sqm tonne 5.340 41682.80 222586.15
Crushed stone chipping of 6.7 mm size defined as passing 11.2 mm sieve
and retained on 2.36 mm sieve applied @ 0.06 cum per 10 sqm
cum 47.160 1049.55 49496.56
d) Overhead charges @10% input on (a+b+c) 41170.99
e) Contractor's profit @10% input on (a+b+c+d) 45288.09
Cost for 7858 sqm = a+b+c+d+e 498168.99
Rate per sqm = (a+b+c+d+e)/7858 63.40
say 63.40
Assistant Engineer Executive Engineer
Analysis of Rate for PART-B
Junior Engineer
-
8/13/2019 Maintenance & Estimate
4/40
506 Built-up-Spray Grout
Providing, laying and rolling of built-up-spray grout layer over prepared
base consisting of a two layer composite construction of compacted
crushed coarse aggregates using motor grader for aggregates. key
stone chips spreader may be used with applicat ion of bi tuminous
binder after each layer, and with key aggregates placed on top of the
second layer to serve as a Base conforming to the line, grades and
cross-section specified, the compacted layer thickness being 75 mm
Unit = sqm
Taking output = 3000 sqm (225 cum)a) Labour
Mate day 0.400 125.00 50.00
Mazdoor including for brooming of key aggregates day 8.000 125.00 1000.00
Mazdoor skilled day 2.000 130.00 260.00
b) Machinery
Hydraulic self propelled chip spreader both for aggregates and key
aggregates@ 1500 sqm per hour for 3000 x 3 sqm
hour 6.000 1700.00 10200.00
Bitumen pressure distributor for 3000 x 2 sqm @ 1750 sqm per hour hour 3.430 516.00 1769.88
Tipper 5.5 cum capacity hour 10.000 200.00 2000.00
smooth wheel roller 8 tonnes hour 6.000 297.00 1782.00
Front end loader 1 cum bucket capacity hour 6.000 520.00 3120.00
add : escaslation @ 35 % on machinery 6605.16c) Material
Bitumen30 kg per 10 sqm @ 15 kg per 10 sqm for each layer tonne 9.000 41682.80 375145.20
Crushed stone coarse aggregate passing 53 mm and retained on 2.8
mm sieve @ 0.5 cum per 10 sqm for each layer
cum 300.000 989.55 296863.64
Key aggregates passing 22.4 mm and retained on 2.8 mm sieve @
0.13 cum per 10 sqm
cum 39.000 989.55 38592.27
d) Overhead charges @10% input on (a+b+c) 73738.81
e) Contractor's profit @10% input on (a+b+c+d) 81112.70
Cost for 3000 sqm = a+b+c+d+e 892239.66
Rate per sqm = (a+b+c+d+e)/3000 297.41
say 297.41
Assistant Engineer Executive Engineer
Analysis of Rate for PART-B
Junior Engineer
-
8/13/2019 Maintenance & Estimate
5/40
3004.2 Filling Pot-holes and Patch Repairs with open-Graded Premix
surfacing, 20mm.
Removal of all failed material, trimming of completed excavation to
provide firm vertical faces, cleaning of surface, painting of tack coat on
the sides and base of excavation as per clause 503, back f il ling the
pot holes with hot bituminous material as per clause 504, compacting,
trimming and finishing the surface to form a smooth continuous
surface, all as per clause 3004.2
Unit = Sqm
Taking out put = 10250 sqm (205 cum)(450 Tonnes)
a) LabourMate Day 3.760 125.00 470.00
Mazdoor Day 90.000 120.00 10800.00
Mazdoor skilled Day 4.000 130.00 520.00
b) Machinery
Air compressor 250 cfm hour 6.000 206.00 1236.00
HMP 100-110 TPH Capacity hour 6.000 11167.00 67002.00
Tipper 10 tonnes capacity hour 45.000 200.00 9000.00
Smooth wheeled roller 8-10 tonnes hour 12.000 297.00 3564.00
add : escaslation @ 35 % on machinery 28280.70
c) Material
I) Bitumen tonne 14.970 41682.80 623991.52
ii) Bitumen emulsion for tack coat . tonne 2.460 36075.43 88745.55
iii) AggregatesCrushed stone aggregates nominal size 13.2mm cum 184.500 1049.55 193641.14
Crushed stone aggregates nominal size 11.2 mm cum 92.250 1049.55 96820.57
d) Overhead charges @10% input on (a+b+c) 112407.15
e) Contractor's profit @10% input on (a+b+c+d) 123647.86
Cost for 4900 cum = a+b+c+d+e 1360126.48
Rate per cum = (a+b+c+d+e)/10250 132.70
say 132.70
Assistant Engineer Executive Engineer
Analysis of Rate for PART-B
Junior Engineer
-
8/13/2019 Maintenance & Estimate
6/40
-
8/13/2019 Maintenance & Estimate
7/40
503 Tack Coat
Providing and applying tack coat with bitumen emulsion usingemulsion pressure distributor at the rate of 0.25 kg per sqm on the
prepared bituminous/granular surface cleaned with mechanical broom.
Unit = sqm
Taking output = 3500 sqm
a) Labour
Mate day 0.080 125.00 10.00
Mazdoor day 2.000 125.00 250.00
sub total 260.00
b) Machinery
Mechanical broom @ 1250 sqm per hour hour 2.800 230.00 644.00
Air compressor 250 cfm hour 2.800 206.00 576.80
Emulsion pressure distributor @ 1750 sqm per hour hour 2.000 516.00 1032.00add : escaslation @ 35 % on machinery 788.48
sub total 3041.28
c) Material
Bitumen @ 0.25 kg per sqm tonne 0.875 41682.80 36472.45
sub total 36472.45
a+b+c 39773.73
d) Overhead charges @10% input on (a+b+c) 3977.37
e) Contractor's profit @10% input on (a+b+c+d) 4375.11
Cost for 3500 sqm = a+b+c+d+e 48126.21
Rate per sqm = (a+b+c+d+e)/3500 13.75
Say 13.75
Assistant Engineer Executive EngineerJunior Engineer
Analysis of Rate for PART-B
-
8/13/2019 Maintenance & Estimate
8/40
Sr No
Ref. to
MoRTH
Spec.
Description Unit Quantity Rate Rs
5.21 (ii) Stress absorbing membrane (SAM) with crack width 6
mm to 9 mm
Providing and laying of a stress absorbing membrane over a
cracked road surface, with crack width 6 to 9 mm after
cleaning with a mechanical broom, using modif ied binder
complying with clause 521, sprayed at the rate of 11 kg per
10 sqm and spreading 11.2 mm crushed stone aggregates @
0.12 cum per 10 sqm, sweeping the surface for uniform
spread of aggregates and surface finished to conform to
Unit = sqm
Taking output = 10500 sqm
a) Labour
Mate day 0.240 125.00
Mazdoor day 6.000 120.00
SUB TOTALb) Machinery
Mechanical broom @ 1250 sqm per hour hour 6.000 230.00
Air compressor 250 cfm capacity hour 6.000 206.00
Bitumen pressure distributor @ 1750 sqm per hour hour 6.000 516.00
Hydraulic Chip spreader hour 6.000 1700.00
Smooth wheeled road roller 8-10 tonne hour 6.000 297.00
ADD 35 % ESCALATION ON MACHINARY
SUB TOTAL
c) Material
Modified binder tonne 11.550 41682.80
Crushed stone chipping 11.2 mm size cum 105.000 1049.55
SUB TOTAL
A+B+C
d) Overhead charges @ input on (a+b+c)
e) Contractor's profit @ input on (a+b+c+d)
Cost for 10500 sqm = a+b+c+d+e
Rate per sqm = (a+b+c+d+e)/10500
say
Junior Engineer Assistant Engineer Executive Engineer
Analysis of Rate for PART-B
-
8/13/2019 Maintenance & Estimate
9/40
Cost Rs
30.00
720.00
750.00
1380.00
1236.00
3096.00
10200.00
1782.00
17694.00
6192.90
23886.90
481436.33
110202.27
591638.60
616275.50
61627.55
67790.31
745693.36
71.02
71.00
-
8/13/2019 Maintenance & Estimate
10/40
BITUMRN RATE FOR ( PART-B )
NH-74 268
Distance from Mathura Refinery 248
Distance from Panipat Refinery 458
MATERIAL Bitumen VG-
30(Bulk) From
Mathura Refinery
( Rs )
Emulsion M/S (PackedReconditioned Drums from
Panipat Refinery)
( Rs )
CRMB-55(Bulk) from
Mathura Refinery
( Rs )
Basic Rates
01-05-2012
A 35740.00 32160.00 35890.00
Excise
Duty@14%
on 'A'
B 5003.60 4502.40 5024.60
Education
Cess@
3% on 'B'
C 150.11 135.07 150.74
Cartage(1.75/km
) excluding 10%
O.H.
2792
km
D 789.09 - 789.09
Cartage(1.75/km) excluding 10%
O.H.
489X1.75
E - 777.95
EMPTY DRUMS (-)1500
Total
'(A+B+C+D+
E)'
F 41682.80 36075.43 41854.43
SAY G 41683 36075 41854
JUNIOR ENGINEER ASSISTANT ENGINEER EXECUTIVE ENGINEER
Rate w.e.f. 01- 05 - 2012
CIRCLE : 28th Circle, NH , PWD, BAREILLY
DIVISION : N H Construction Division, PWD ,Bareilly
IN KM
-
8/13/2019 Maintenance & Estimate
11/40
1 Date of Calling Tender
2 Date of Receiving Tender
3 Date of Openning Technical bid
4 Bid Security
5 Time of Completion
6 Validity Period
7 Cost of Tender Form
S. No. Item of work Unit Qty. Rate Per Amount
1 Built-up-Spray GroutProviding, laying and rolling of built-up-
spray grout layer over prepared base
consisting of a two layer composite
construction of compacted crushed coarse
aggregates using motor grader for
aggregates. key stone chips spreader may
be used with application of bituminousbinder after each layer, and with key
aggregates placed on top of the second
layer to serve as a Base conforming to the
line, grades and cross-section specified,
the compacted layer thickness being 75
km-265 sqm 100.00
km-266 sqm 80.00
km-267 sqm 80.00
km-269 sqm 110.00
km-271 sqm 90.00
km-273 sqm 105.00
Total sqm 565.00 297.41 168036.652 Tack Coat
Providing and applying tack coat with bitumen
emulsion using emulsion pressure distributor at the
rate of 0.25 kg per sqm on the prepared
bituminous/granular surface cleaned with
mechanical broom.
qty same as above item no-1 sqm 565.00 13.75 7768.75
3 Filling Pot-holes and Patch Repairs with open-
Graded Premix surfacing, 20mm.
Removal of all failed material, trimming of completed
excavation to provide firm vertical faces, cleaning of
surface, painting of tack coat on the sides and baseof excavation as per clause 503, back filling the pot
holes with hot bituminous material as per clause
511, compacting, trimming and finishing the surface
to form a smooth continuous surface, all as per
clause 3004.2
km-265 sqm 280.00
km-266 sqm 245.00
km-267 sqm 310.00
km-269 sqm 295.00
BILL OF QUANTITY
Name of work : Filling Pot-holes with B.U.S.G.& Patch-repair with open graded
surfacing From km 264.00 to 275.00 of NH-74 Premix (New NH-30 )
-
8/13/2019 Maintenance & Estimate
12/40
S. No. Item of work Unit Qty. Rate Per Amount
km-271 sqm 250.00
km-273 sqm 265.00
Total sqm 1645.00 132.70 218283.71
4 Seal Coat
Providing and laying seal coat sealing the voids in a
bituminous surface laid to the specified levels, grade
and cross fall using Type B seal coats
Qty same as above item no-3sqm 1645.00 63.40 104287.09
Total 498376.21
Signature of Contractor
Complete Adress of Contractor
-
8/13/2019 Maintenance & Estimate
13/40
1 Date of Calling Tender
2 Date of Receiving Tender3 Date of Openning Technical bid
4 Bid Security
5 Time of Completion
6 Validity Period
7 Cost of Tender Form
S. No. Item of work Unit Qty. Rate
1 Built-up-Spray Grout In Figure In Words
Providing, laying and rolling of built-up-
spray grout layer over prepared base
consisting of a two layer composite
construction of compacted crushed coarseaggregates using motor grader for
aggregates. key stone chips spreader may
be used with application of bituminous
binder after each layer, and with key
aggregates placed on top of the second
layer to serve as a Base conforming to the
line, grades and cross-section specified,
the compacted layer thickness being 75
mm
km-265 sqm 100.00
km-266 sqm 80.00 km-267 sqm 80.00
km-269 sqm 110.00
km-271 sqm 90.00
km-273 sqm 105.00
Total sqm 565.00 295.00
2 Tack Coat
Providing and applying tack coat with bitumen
emulsion using emulsion pressure distributor at the
rate of 0.25 kg per sqm on the prepared
bituminous/granular surface cleaned with
mechanical broom.qty same as above item no-1 sqm 565.00 11.30
3 Filling Pot-holes and Patch Repairs with open-
Graded Premix surfacing, 20mm.
Rate
BILL OF QUANTITY
Name of work : Filling Pot-holes with B.U.S.G.& Patch-repair with open graded
surfacing From km 264.00 to 275.00 of NH-74 Premix (New NH-30 )
-
8/13/2019 Maintenance & Estimate
14/40
Removal of all failed material, trimming of
completed excavation to provide firm vertical faces,
cleaning of surface, painting of tack coat on the
sides and base of excavation as per clause 503,
back filling the pot holes with hot bituminous
material as per clause 511, compacting, trimming
and finishing the surface to form a smooth
continuous surface, all as per clause 3004.2
km-265 sqm 280.00
km-266 sqm 245.00
km-267 sqm 310.00
km-269 sqm 295.00
km-271 sqm 250.00
km-273 sqm 265.00
Total sqm 1645.00 130.00
4 Seal Coat
Providing and laying seal coat sealing the voids in a
bituminous surface laid to the specified levels,grade and cross fall using Type B seal coats
Qty same as above item no-3 sqm 1645.00 63.00
Total
Signature of Contractor Officer Calling Tender Officer Openning Tender
Complete Adress of Contractor Officer Accepting Tender
-
8/13/2019 Maintenance & Estimate
15/40
1 Date of Calling Tender
2 Date of Receiving Tender
3 Date of Openning Tender
4 Security E/M
5 Time of Completion
6 Validity Period
7 Cost of Tender Form
S. No. Item of work Unit Qty.
1 Stress absorbing membrane (SAM) with
crack width 6 mm to 9 mm In Figure In Words
Providing and laying of a stress absorbing
membrane over a cracked road surface, with
crack width 6 to 9 mm after cleaning with a
mechanical broom, using modified binder
complying with clause 521, sprayed at the rate of
11 kg per 10 sqm and spreading 11.2 mm
crushed stone aggregates @ 0.12 cum per 10
sqm, sweeping the surface for uniform spread of
aggregates and surface finished to conform to
km-265 sqm 800.00
km-266 & 267 sqm 1050.00
km-268 & 269 sqm 1250.00
km-270 sqm 850.00
km-271 & 272 sqm 1400.00
km-273 & 274 sqm 1200.00
Total sqm 6550.00 71.00 Rs Seventy One only
I/We here by tender my / our rates ...% above/below/atpar the departmental rates.
Signature of Contractor Officer calling Tender Officer openning Tender
Complete Adress of Contractor
Officer Accepting Tender
One Month
Three Months
150+500+88 = 738/-
Rate
BILL OF QUANTITY
Name of work : Crack Sealing with Stress absorbing membrane (SAM) with crack width 6
mm to 9 mm repair over a crack road surface From km 264.00 to 274.00 of NH-74 (New NH-
30 )
25th April 2012
11th May 2012
14 th May 2012
Rs. 50000/-
-
8/13/2019 Maintenance & Estimate
16/40
Analysis Of Rate For PART-A
Tack Coat
Providing and applying tack coat with bitumen emulsion using
emulsion pressure distributor at the rate of 0.25 kg per sqm
on the prepared bituminous/granular surface cleaned with
mechanical broom.
Unit = sqmTaking output = 3500 sqm
a) Labour
day 0.080 125.00 10.00
Mazdoor day 2.000 125.00 250.00
sub total 260.00
b) Machinery
Mechanical broom @ 1250 sqm per hour hour 2.800 230.00 644.00
Air compressor 250 cfm hour 2.800 206.00 576.80
Emulsion pressure distributor @ 1750 sqm per hour hour 2.000 516.00 1032.00
add : escaslation @ 35 % on machinery
788.48
sub total 3041.28
c) Material
Bitumen @ 0.25 kg per sqm tonne 0.875 41781.44 36558.76
sub total 36558.76
a+b+c 39860.04
d) Overhead charges @10% input on (a+b+c) 3986.00
e) Contractor's profit @10% input on (a+b+c+d) 4384.60
Cost for 3500 sqm = a+b+c+d+e 48230.64
Rate per sqm = (a+b+c+d+e)/3500 13.78
Say 13.78
J.E. A.E. Executive Engineer J.E.(T) Superindenting EngineerNH C.D.P.W.D.Bareilly NH28th Circle p. w.d.Bareilly
Analysis Of Rate For PART-A
-
8/13/2019 Maintenance & Estimate
17/40
10.4 3004.2 Filling Pot-holes and Patch Repairs with open-Graded
Premix surfacing, 20mm.
Removal of all failed material, trimming of completed
excavation to provide firm vertical faces, cleaning of surface,
painting of tack coat on the sides and base of excavation as
per clause 503, back fil ling the pot holes with hot bituminous
material as per clause 511, compacting, trimming and
finishing the surface to form a smooth continuous surface, all
as per clause 3004.2
Unit = SqmTaking out put = 10250 sqm (205 cum)(405 tonne)
a) Labour
Mate Day 3.760 125.00 470.00
Mazdoor Day 90.000 120.00 10800.00
Mazdoor skilled Day 4.000 130.00 520.00
b) Machinery
Air compressor 250 cfm hour 6.000 206.00 1236.00
HMP 100-110 TPH Capacity hour 6.000 11167.00 67002.00
Tipper 5.5 tonnes capacity hour 45.000 200.00 9000.00
Smooth wheeled roller 8-10 tonnes hour 12.000 297.00 3564.00
add : escaslation @ 35 % on machinery 28280.70
c) Material
Crushed stone aggregates nominal size 13.2mm cum 184.500 1140.45 210413.03
Crushed stone aggregates nominal size 11.2mm cum 92.250 1140.45 105206.51
Bitumen 60/70 tonne 14.970 41781.44 625468.09
Bitumen emulsion for tack coat including vertical sides of pot
hole.
tonne 2.460 36075.43 88745.55
d) Overhead charges @10% input on (a+b+c) 115070.59
e) Contractor's profit @10% input on (a+b+c+d) 126577.65
Cost for 10250 sqm = a+b+c+d+e 1392354.11
Rate per sqm = (a+b+c+d+e)/10250 135.84
say 135.84
J.E. A.E. Executive Engineer J.E.(T) Superindenting Engineer
NH C.D.P.W.D.Bareilly NH28th Circle p. w.d.Bareilly
Analysis Of Rate For PART-A513 Seal Coat
-
8/13/2019 Maintenance & Estimate
18/40
(ii) Case - II :Type B
Providing and laying of premix sand seal coat with HMP of
appropriate capacity not less than 75 tonnes/ hours using
crushed stone chipping 6.7 mm size and penetration bitumen
of suitable grade.
Unit = sqm
Taking output = 7858 sqm (47.16 cum)
a) Labour
Mate day 0.160 125.00 20.00
Mazdoor day 4.000 125.00 500.00
b) Machinery
HMP of 75 tonnes/hour. hour 2.000 11167.00 22334.00
Electric Generator Set 250 KVA hour 2.000 450.00 900.00
Front end loader 1 cum bucket capacity hour 2.000 520.00 1040.00
Tipper 10 tonne capacity tonne.km 104 x 5' 14.50 75400.00
Add 10 per cent of cost of carriage to cover cost of loading 7540.00Paver finisher hydrostatic with sensor attachment hour 2.000 629.00 1258.00
Smooth wheeled 8-10 tonnes capacity hour 2.000 297.00 594.00
add : escaslation @ 35 % on machinery 30041.20
c) Material
Bitumen@ 6.80 kg per 10 sqm tonne 5.340 41781.44 223112.86
Crushed stone chipping of 6.7 mm size defined as passing
11.2 mm sieve and retained on 2.36 mm sieve applied @
cum 47.160 1140.45 53783.62
d) Overhead charges @10% input on (a+b+c) 41652.37
e) Contractor's profit @10% input on (a+b+c+d) 45817.61
Cost for 7858 sqm = a+b+c+d+e 503993.66
Rate per sqm = (a+b+c+d+e)/7858 64.14
say 64.14
J.E. A.E. Executive Engineer J.E.(T) Superindenting Engineer
NH C.D.P.W.D.Bareilly NH28th Circle p. w.d.Bareilly
Analysis Of Rate For PART-A
506 Built-up-Spray Grout
-
8/13/2019 Maintenance & Estimate
19/40
Providing, laying and rolling of built-up-spray grout layer over
prepared base consisting of a two layer composite
construction of compacted crushed coarse aggregates using
motor grader for aggregates. key stone chips spreader may
be used with application of bituminous binder after each layer,
and with key aggregates placed on top of the second layer to
serve as a Base conforming to the line, grades and cross-
section specified, the compacted layer thickness being 75
mm
Unit = sqmTaking output = 3000 sqm (225 cum)
a) Labour
Mate day 0.400 125.00 50.00
Mazdoor including for brooming of key aggregates day 8.000 125.00 1000.00
Mazdoor skilled day 2.000 130.00 260.00
b) Machinery
Hydraulic self propelled chip spreader both for aggregates
and key aggregates@ 1500 sqm per hour for 3000 x 3 sqm
hour 6.000 1700.00 10200.00
Bitumen pressure distributor for 3000 x 2 sqm @ 1750 sqm
per hour
hour 3.430 516.00 1769.88
Tipper 5.5 cum capacity hour 10.000 200.00 2000.00
smooth wheel roller 8 tonnes hour 6.000 297.00 1782.00
Front end loader 1 cum bucket capacity hour 6.000 520.00 3120.00
add : escaslation @ 35 % on machinery 6605.16
c) Material
Bitumen30 kg per 10 sqm @ 15 kg per 10 sqm for each layer tonne 9.000 41781.44 376032.92
Crushed stone coarse aggregate passing 53 mm and cum 300.000 1080.45 324136.36
Key aggregates passing 22.4 mm and retained on 2.8 mm cum 39.000 1140.45 44477.73
d) Overhead charges @10% input on (a+b+c) 77143.40e) Contractor's profit @10% input on (a+b+c+d) 84857.75Cost for 3000 sqm = a+b+c+d+e 933435.20
Rate per sqm = (a+b+c+d+e)/3000 311.15
say 311.00
J.E. A.E. Executive Engineer J.E.(T) Superindenting Engineer
NH C.D.P.W.D.Bareilly NH28th Circle p. w.d.Bareilly
Analysis of Rate( PART-A )
Sr No
.
MoRTH Description Unit Quantity Rate Rs Cost Rs
-
8/13/2019 Maintenance & Estimate
20/40
5.21 (ii) Stress absorbing membrane (SAM) with crack width 6 mm to 9 mm
Providing and laying of a stress absorbing membrane over a cracked road
surface, wi th crack width 6 to 9 mm after c leaning wi th a mechanical
broom, using modified binder complying with clause 521, sprayed at the
Unit = sqm
Taking output = 10500 sqm
a) Labour
Mate day 0.240 125.00 30.00
Mazdoor day 6.000 120.00 720.00
SUB TOTAL 750.00
b) Machinery
Mechanical broom @ 1250 sqm per hour hour 6.000 230.00 1380.00
Air compressor 250 cfm capacity hour 6.000 206.00 1236.00
Bitumen pressure distributor @ 1750 sqm per hour hour 6.000 516.00 3096.00
Hydraulic Chip spreader hour 6.000 1700.00 10200.00Smooth wheeled road roller 8-10 tonne hour 6.000 297.00 1782.00
17694.00
ADD 35 % ESCALATION ON MACHINARY 6192.90
SUB TOTAL 23886.90
c) Material
Modified binder tonne 11.550 41781.44 482575.58
Crushed stone chipping 11.2 mm size cum 105.000 1140.45 119747.73
SUB TOTAL 602323.30
A+B+C 626960.20
d) Overhead charges @ input on (a+b+c) 62696.02
e) Contractor's profit @ input on (a+b+c+d) 68965.62Cost for 10500 sqm = a+b+c+d+e 758621.85
Rate per sqm = (a+b+c+d+e)/10500 72.25
say 72.25
J.E. A.E. Executive Engineer J.E.(T) Superindenting Engineer
NH C.D.P.W.D.Bareilly NH28th Circle p. w.d.Bareilly
Analysis Of Rate For PART-A
10.5 3004.2 Filling Pot-holes and Patch Repairs with Bituminous
Removal of all failed material, trimming of completed
excavation to provide firm vertical faces, cleaning of surface,
painting of tack coat on the sides and base of excavation as
-
8/13/2019 Maintenance & Estimate
21/40
Unit = Sqm
Taking out put = 4900 sqm (196 cum)(450 Tonnes)
a) Labour
Mate Day 2.920 125.00 365.00
Mazdoor Day 70.000 120.00 8400.00
Mazdoor skilled Day 3.000 130.00 390.00
b) Machinery
Air compressor 250 cfm hour 6.000 206.00 1236.00
HMP 100-110 TPH Capacity hour 6.000 11167.00 67002.00
Tipper 10 tonnes capacity hour 45.000 200.00 9000.00
Smooth wheeled roller 8-10 tonnes hour 12.000 297.00 3564.00add : escaslation @ 35 % on machinery 28280.70
c) Material
I) Bitumen tonne 22.500 41781.44 940082.29
ii) Bitumen emulsion for tack coat . tonne 1.180 36075.43 42569.00
iii) Aggregates
Grading I - 19mm(Nominal size)
20-10mm 35 per cent cum 99.750 1140.45 113759.89
10-5 mm 23 per cent cum 65.550 1140.45 74756.50
5mm and below40 per cent cum 114.000 1140.45 130011.30
Add 5 per cent for wastage 15926.38
orGrading-II 13mm (Nominal size)
13.2-10 mm 30 per cent cum 85.500 1140.45 97508.48
10-5 mm 25 per cent cum 71.250 1140.45 81257.06
5 mm and Below43 per cent cum 122.550 1140.45 139762.15
5 mm and Below43 per cent cum 122.550 1140.45 139762.15
Filler 2 per cent tonne 9.000 1010.45 9094.05
Add 5 per cent for wastage 18493.77
Any one of the above alternatives of aggregate i.e. 19mm or
13mm nominal size may be adopted as per approved design.
10.5 (i) for grading I Material
d) Overhead charges @10% input on (a+b+c) 143497.81e) Contractor's profit @10% input on (a+b+c+d) 157847.59
Cost for 4900 cum = a+b+c+d+e 1736323.46
Rate per cum = (a+b+c+d+e)/4900 354.35
say 354.00
10.5 (ii) for grading II Material
d) Overhead charges @ input on (a+b+c) 148889.32
e) Contractor's profit @ input on (a+b+c+d) 163778.25
Cost for 4900 cum = a+b+c+d+e 1801560.74
Rate per cum = (a+b+c+d+e)/4900 367.67
say 368.00
J.E. A.E. Executive Engineer J.E.(T) Superindenting Engineer
NH C.D.P.W.D.Bareilly NH28th Circle p. w.d.Bareilly
-
8/13/2019 Maintenance & Estimate
22/40
Analysis Of Rate For PART-A
3004.2 Filling Pot-holes and Patch Repairs with open-Graded
Premix surfacing, 20mm.
Removal of all failed material, trimming of completed
excavation to provide firm vertical faces, cleaning of surface,
painting of tack coat on the sides and base of excavation as
per clause 503, back fil ling the pot holes with hot bituminous
material as per clause 511, compacting, trimming andfinishing the surface to form a smooth continuous surface, all
as per clause 3004.2
Unit = Sqm
Taking out put = 10250 sqm (205 cum)(405 tonne)
a) Labour
Mate Day 3.760 125.00
Mazdoor Day 90.000 120.00
Mazdoor skilled Day 4.000 130.00
b) Machinery
Air compressor 250 cfm hour 6.000 206.00
HMP 100-110 TPH Capacity hour 6.000 11167.00
Tipper 5.5 tonnes capacity hour 45.000 200.00
Smooth wheeled roller 8-10 tonnes hour 12.000 297.00
add : escaslation @ 35 % on machinery
-
8/13/2019 Maintenance & Estimate
23/40
c) Material
Crushed stone aggregates nominal size 13.2mm cum 184.500 1140.45
Crushed stone aggregates nominal size 11.2mm cum 92.250 1140.45
Bitumen 60/70 tonne 14.970 41781.44
Bitumen emulsion for tack coat including vertical sides of pot
hole.
tonne 2.460 36075.43
d) Overhead charges @10% input on (a+b+c)
e) Contractor's profit @10% input on (a+b+c+d)
Cost for 10250 sqm = a+b+c+d+e
Rate per sqm = (a+b+c+d+e)/10250
say
A.E. Executive Engineer J.E.(T) Superindenting
NH C.D.P.W.D.Bareilly NH28th Circle p.
-
8/13/2019 Maintenance & Estimate
24/40
470.00
10800.00
520.00
1236.00
67002.00
9000.00
3564.00
28280.70
-
8/13/2019 Maintenance & Estimate
25/40
210413.03
105206.51
625468.09
88745.55
115070.59
126577.65
1392354.11
135.84
135.84
Engineer
w.d.Bareilly
-
8/13/2019 Maintenance & Estimate
26/40
surfacing From km 295.00 to 304.00 &km264.oo to 274.00of NH-74 (New NH-30 )
S. No. Item of work no. L B H/D Qty
1 Built-up-Spray Grout
Providing, laying and rolling of built-up-
spray grout layer over prepared base
consisting of a two layer composite
construction of compacted crushed
coarse aggregates using motor graderfor aggregates. key stone chips
spreader may be used with application
of bituminous binder after each layer,
and with key aggregates placed on top
of the second layer to serve as a Base
conforming to the line, grades and cross-
section specified, the compacted layer
thickness being 75 mm
km-295 1 6.70 4.00 26.80
1 12.40 5.80 71.921 24.70 3.70 91.39
1 21.60 4.80 103.68
1 18.70 4.20 78.54
1 6.80 3.90 26.52
1 26.00 4.60 119.60
518.45
km-296 1 10.40 3.40 35.36
1 22.40 6.40 143.36
1 27.20 4.80 130.56
1 12.90 3.80 49.02
1 20.80 4.60 95.68
1 12.80 3.60 46.081 8.60 4.20 36.12
1 20.40 3.80 77.52
1 10.90 4.70 51.23
664.93
km-297 1 9.60 5.70 54.72
1 14.20 5.80 82.36
1 7.40 5.40 39.96
2 16.50 4.00 132.00
1 3.90 2.70 10.53
1 6.70 3.30 22.11
341.68
DETAILS OF MEASURMENTSName of work : Filling Pot-holes with B.U.S.G.& Patch-repair with open graded Premix
-
8/13/2019 Maintenance & Estimate
27/40
km-298 1 9.80 4.20 41.16
1 16.80 5.80 97.44
1 20.85 3.90 81.32
2 12.00 4.00 96.00
1 11.20 4.60 51.52
2 6.00 3.60 43.20
410.64
km-299 1 6.40 3.70 23.68
1 7.70 3.90 30.03
1 17.60 3.55 62.48
1 3.40 2.20 7.48
1 16.50 2.90 47.85
1 5.40 3.80 20.52
1 18.90 4.10 77.49
1 10.40 3.90 40.56
310.09
km-300 1 20.40 2.70 55.08
1 9.90 4.00 39.60
1 11.80 3.20 37.76
1 22.20 2.90 64.38
1 16.00 3.75 60.00
1 17.90 3.80 68.02
1 7.40 3.50 25.90
1 16.40 3.70 60.68
411.42
km-301 1 6.70 3.30 22.11
1 11.20 3.50 39.20
1 3.80 2.40 9.12
1 22.20 3.00 66.60
1 6.90 3.20 22.08
1 9.80 4.20 41.16
1 33.30 2.80 93.24
293.51
km-302 1 15.40 2.70 41.58
1 8.40 3.00 25.201 12.00 3.30 39.60
1 4.80 1.80 8.64
1 15.80 4.20 66.36
2 5.60 2.20 24.64
1 6.80 3.20 21.76
1 12.30 3.50 43.05
270.83
km-303 1 4.70 2.50 11.75
1 23.40 3.70 86.58
1 9.10 2.60 23.66
1 28.00 4.80 134.40
1 21.50 3.15 67.731 5.50 2.65 14.58
1 16.25 3.90 63.38
1 26.40 4.30 113.52
1 7.50 3.55 26.63
542.21
-
8/13/2019 Maintenance & Estimate
28/40
km-304 1 11.20 2.90 32.48
1 6.40 4.80 30.72
1 9.40 3.20 30.08
1 22.00 4.80 105.60
1 7.80 3.05 23.79
1 4.20 2.10 8.82
1 2.40 1.90 4.56
1 3.80 2.10 7.98
244.03
Total (A) 4007.79
km-265 1 6.40 3.10 19.84
1 8.60 2.60 22.36
1 10.80 4.10 44.28
1 5.60 3.20 17.92
1 17.60 4.40 77.44
1 12.60 3.80 47.88
1 9.70 4.00 38.80
268.52
km-266 1 6.40 3.70 23.68
1 11.30 4.20 47.46
1 21.50 4.80 103.20
1 8.80 3.30 29.041 11.80 4.60 54.28
257.66
km-267 1 9.40 3.90 36.66
1 9.00 3.40 30.60
1 12.80 4.00 51.20
1 6.60 3.60 23.76
142.22
km-268 1 11.70 3.25 38.03
2 9.50 3.00 57.00
1 6.50 4.50 29.25
1 16.20 4.10 66.42
190.70
km-269 1 6.90 3.75 25.88
1 11.70 4.50 52.65
1 18.60 3.90 72.54
1 12.00 3.30 39.60
190.67
-
8/13/2019 Maintenance & Estimate
29/40
km-270 1 10.60 3.20 33.92
1 14.40 2.80 40.32
1 5.80 2.40 13.92
1 11.90 3.70 44.03
132.19
km-271 1 21.50 3.65 78.48
1 3.00 1.60 4.80
1 11.50 4.40 50.60
1 7.90 3.90 30.81
1 13.55 4.30 58.27
222.95
km-272 1 8.80 3.60 31.68
1 24.60 3.90 95.94
1 6.90 3.40 23.46
1 28.50 3.05 86.93
1 4.80 3.00 14.40
1 11.80 3.80 44.84
1 9.60 3.40 32.64
1 12.80 3.70 47.36
377.25
km-273 1 10.50 2.60 27.30
1 7.50 2.20 16.50
1 8.20 4.00 32.80
1 8.40 3.20 26.88
1 10.50 2.80 29.40
1 4.40 2.70 11.88
1 14.40 3.30 47.52
192.28
km-274 1 12.20 2.85 34.77
1 4.20 1.95 8.19
1 6.20 2.70 16.74
1 9.80 2.40 23.52
1 7.20 3.30 23.76
106.98
Total (B) 2081.41
-
8/13/2019 Maintenance & Estimate
30/40
2 Filling Pot-holes and Patch Repairs
with open-Graded Premix surfacing,
20mm.
Removal of all failed material, trimming
of completed excavation to provide firm
vertical faces, cleaning of surface,
painting of tack coat on the sides and
base of excavation as per clause 503,
back filling the pot holes with hot
bituminous material as per clause 511,compacting, trimming and finishing the
surface to form a smooth continuous
surface, all as per clause 3004.2
km-295 1 7.00 4.20 29.40
1 12.80 5.80 74.24
1 18.60 3.90 72.54
1 9.40 4.40 41.36
1 10.60 3.45 36.571 32.80 4.85 159.08
1 7.90 4.00 31.60
1 27.90 4.80 133.92
578.71
km-296 1 12.40 3.60 44.64
1 32.40 6.40 207.36
1 9.60 4.75 45.60
2 28.50 3.85 219.45
1 19.45 3.30 64.19
1 12.90 4.85 62.57
1 36.00 3.30 118.80
1 22.40 4.80 107.521 14.90 4.80 71.52
941.64
km-297 1 10.60 6.30 66.78
1 6.40 3.80 24.32
1 19.40 5.40 104.76
1 5.90 3.50 20.65
1 18.40 5.00 92.00
1 9.70 3.80 36.86
345.37
-
8/13/2019 Maintenance & Estimate
31/40
-
8/13/2019 Maintenance & Estimate
32/40
km-303 1 14.70 4.20 61.74
1 25.40 3.90 99.06
1 12.85 3.85 49.47
1 38.20 3.45 131.79
1 24.00 4.50 108.00
1 6.80 3.65 24.82
1 20.80 3.90 81.12
1 28.80 4.80 138.24
1 9.85 4.00 39.40
733.64
km-304 1 16.60 4.80 79.68
1 9.20 4.80 44.16
1 16.60 4.65 77.19
1 10.80 3.75 40.50
1 7.20 2.90 20.88
1 24.40 3.90 95.16
1 7.30 2.85 20.81
378.38
Total (A) 5581.66
km-265 1 16.80 3.50 58.80
1 8.70 2.80 24.36
1 13.80 4.10 56.581 25.90 3.90 101.01
1 19.60 4.90 96.04
1 14.65 4.80 70.32
1 10.70 4.60 49.22
456.33
km-266 1 6.90 3.75 25.88
1 21.30 4.20 89.46
2 18.00 3.80 136.80
1 26.80 5.40 144.72
1 20.75 3.80 78.85
1 16.80 4.60 77.28
552.99
km-267 1 9.90 4.50 44.55
1 29.80 3.60 107.28
1 28.80 4.80 138.24
1 22.80 4.10 93.48
1 6.80 4.60 31.28
414.83
km-268 1 21.70 3.95 85.72
2 12.50 3.80 95.00
1 38.50 4.50 173.25
1 19.65 4.70 92.36
446.32
-
8/13/2019 Maintenance & Estimate
33/40
km-269 1 11.90 3.75 44.63
1 18.85 4.80 90.48
1 22.00 3.50 77.00
1 18.00 4.20 75.60
1 20.20 4.25 85.85
1 12.80 3.85 49.28
422.84
km-270 1 18.60 3.60 66.96
1 34.80 3.40 118.32
1 9.80 2.90 28.42
1 33.30 4.10 136.53
350.23
km-271 1 21.90 3.80 83.22
1 7.70 3.60 27.72
1 21.50 4.40 94.60
2 16.00 4.50 144.00
1 29.90 4.10 122.59
1 16.60 4.60 76.36
548.49
km-272 1 10.80 3.75 40.50
1 27.60 4.25 117.30
1 7.90 3.40 26.86
1 37.20 3.70 137.64
1 25.80 2.75 70.95
1 13.60 4.80 65.28
1 19.90 3.85 76.62
1 14.10 3.80 53.58
588.73
km-273 1 12.20 2.60 31.72
1 7.50 2.20 16.50
1 28.20 4.00 112.80
1 8.40 3.20 26.88
1 30.50 2.80 85.40
1 4.40 2.70 11.88
1 14.40 3.30 47.52332.70
km-274 1 12.20 3.30 40.26
1 5.20 3.00 15.60
2 15.50 3.50 108.50
1 26.90 3.70 99.53
1 11.80 3.30 38.94
1 8.75 3.60 31.50
334.33
Total (B) 4447.78
-
8/13/2019 Maintenance & Estimate
34/40
surfacing From km 295.00 to 304.00& km 264.00 to 274.00 of NH-74 (New NH-30 )
S. No. Item of work Unit Qty. Rate Per Amount
3 Seal Coat
Providing and laying seal coat sealing
the voids in a bituminous surface laid to
the specified levels, grade and cross fall
using Type B seal coats
qty same as above item no-3 (A)5581.66
qty same as above item no-3 (B)
4447.78
4 Stress absorbing membrane (SAM) withcrack width 6 mm to 9 mm
Providing and laying of a stress absorbing
membrane over a cracked road surface, with
crack width 6 to 9 mm after cleaning with a
mechanical broom, using modified binder
complying with clause 521, sprayed at the rateof 11 kg per 10 sqm and spreading 11.2 mm
crushed stone aggregates @ 0.12 cum per 10
sqm, sweeping the surface for uniform spread of
aggregates and surface finished to conform to
km-295 1 17.00 2.50 42.50
1 45.80 2.80 128.24
1 22.80 3.70 84.36
1 38.80 2.45 95.06
1 49.50 2.80 138.60
1 42.00 2.75 115.50
1 18.95 3.00 56.85
1 62.00 3.45 213.901 59.40 3.40 201.96
1 7.90 2.60 20.54
1 27.90 2.80 78.12
1175.63
km-296 1 32.40 2.90 93.96
1 18.60 3.10 57.66
1 38.60 4.40 169.84
1 114.80 2.80 321.44
1 21.40 2.85 60.99
1 42.80 3.00 128.40
1 29.45 3.65 107.49
1 28.60 2.90 82.941 19.60 3.75 73.50
1 38.40 3.80 145.92
1 31.50 3.10 97.65
1339.79
DETAILS OF MEASURMENTSName of work : Filling Pot-holes with B.U.S.G.& Patch-repair with open graded Premix
-
8/13/2019 Maintenance & Estimate
35/40
km-297 1 20.60 3.30 67.98
1 16.40 3.80 62.32
1 32.50 3.15 102.38
1 66.60 4.60 306.36
1 27.55 3.90 107.45
1 46.10 2.90 133.69
1 49.40 3.75 185.25
1 14.90 3.50 52.15
1 29.70 3.40 100.98
1118.55
km-298 1 19.80 3.20 63.36
1 54.20 4.45 241.19
1 26.40 3.10 81.84
1 16.70 2.95 49.27
1 24.40 3.75 91.50
1 32.80 4.80 157.44
1 44.60 3.80 169.48
2 38.80 4.10 318.16
1108.88
km-299 1 8.40 2.70 22.68
1 27.90 3.40 94.86
1 76.40 4.80 366.72
1 43.80 3.65 159.87
1 30.50 2.90 88.45
1 58.70 3.65 214.26
1 48.60 3.80 184.68
1 12.90 2.90 37.41
1 35.40 3.50 123.90
1292.83
km-300 1 22.80 3.25 74.10
1 112.60 3.80 427.88
1 54.70 3.35 183.25
1 40.80 3.25 132.60
1 62.80 3.80 238.64
2 9.40 2.90 54.52
1 22.60 3.40 76.84
1187.83
km-301 1 18.40 3.60 66.24
1 48.20 3.90 187.98
1 6.80 2.80 19.04
1 67.20 3.60 241.92
1 30.00 4.00 120.00
1 79.00 3.75 296.25
1 11.40 4.40 50.16
1 36.30 3.30 119.79
1101.38
-
8/13/2019 Maintenance & Estimate
36/40
km-302 1 17.25 3.90 67.28
1 9.40 3.60 33.84
1 66.60 4.50 299.70
1 9.00 3.20 28.80
1 11.80 4.40 51.92
1 20.50 3.30 67.65
1 77.80 3.20 248.96
1 33.50 4.20 140.70
1 9.80 4.75 46.55
1 48.80 3.90 190.32
1175.72
km-303 1 36.80 4.20 154.56
1 105.40 3.90 411.06
1 22.50 6.60 148.50
1 78.00 4.10 319.80
1 6.80 3.65 24.82
1 49.80 3.90 194.22
1 58.00 4.80 278.40
1 9.85 3.00 29.55
1560.91
km-304 1 16.60 3.80 63.08
1 90.00 2.80 252.00
1 36.60 4.30 157.38
1 42.50 3.70 157.25
1 10.80 3.75 40.50
1 7.20 2.90 20.88
1 40.00 2.90 116.00
1 7.30 2.85 20.81
827.90
Total (A) 11889.40
km-265 1 16.80 3.50 58.80
1 28.70 2.80 80.36
1 42.80 3.55 151.94
1 25.90 3.90 101.011 29.60 4.20 124.32
1 44.00 4.60 202.40
1 10.70 4.60 49.22
768.05
km-266 1 6.90 3.75 25.88
1 31.60 4.70 148.52
1 19.50 3.30 64.35
1 26.80 4.40 117.92
1 30.75 3.80 116.85
1 16.80 4.60 77.28
550.80
-
8/13/2019 Maintenance & Estimate
37/40
km-267 1 9.90 4.50 44.55
1 39.80 3.60 143.28
1 52.80 3.70 195.36
1 22.80 4.10 93.48
1 6.80 4.60 31.28
507.95
km-268 1 21.70 3.95 85.72
2 22.00 3.80 167.20
1 45.00 3.30 148.50
1 35.60 4.40 156.641 8.50 4.50 38.25
1 19.65 4.70 92.36
688.66
km-269 1 38.90 3.75 145.88
1 18.85 4.80 90.48
2 36.50 4.30 313.90
1 34.00 3.00 102.00
1 70.20 3.25 228.15
1 12.80 3.85 49.28
929.69
km-270 1 18.60 3.60 66.96
1 45.50 3.40 154.701 9.80 2.90 28.42
1 48.50 4.00 194.00
444.08
km-271 1 21.90 3.80 83.22
1 120.00 4.00 480.00
1 37.70 4.40 165.88
1 55.50 4.00 222.00
1 9.90 4.10 40.59
1 26.80 4.60 123.28
1114.97
km-272 1 10.80 3.75 40.50
1 27.60 4.25 117.301 47.90 3.40 162.86
1 52.90 3.50 185.15
1 107.20 3.70 396.64
1 43.60 4.80 209.28
1 9.90 3.85 38.12
1 34.80 3.80 132.24
1282.09
-
8/13/2019 Maintenance & Estimate
38/40
km-273 1 12.20 2.60 31.72
1 7.50 2.20 16.50
1 48.20 4.10 197.62
1 8.40 3.20 26.88
1 42.00 5.20 218.40
1 30.50 2.80 85.40
1 24.40 2.70 65.88
1 14.40 3.30 47.52
689.92
km-274 1 12.20 3.30 40.26
1 35.20 3.00 105.601 6.90 3.70 25.53
1 31.80 3.80 120.84
1 60.80 3.60 218.88
511.11
Total (B) 7487.31
Junior Engineer Assistant Engineer
NH, PWD, Bareilly
-
8/13/2019 Maintenance & Estimate
39/40
surfacing From km 295.00 to 304.00 & km 264.00 to 274.00 of NH-74 (New NH-30 )
S. No. Item of work Unit Qty. Rate Per Amount
1 Built-up-Spray Grout
Providing, laying and rolling of built-up-spray grout
layer over prepared base consisting of a two layer
composite construction of compacted crushed coarse
aggregates using motor grader for aggregates. key
stone chips spreader may be used with application of
bituminous binder after each layer, and with keyaggregates placed on top of the second layer to serve
as a Base conforming to the l ine, grades and cross-
section specif ied, the compacted layer thickness
being 75 mm ( from km 294.00 to 304.00 ) A
sqm 4007.79 311.15 sqm 1247022.30
( from km 264.00 to 274.00 ) B sqm 2081.41 297.41 sqm 619038.85
2 Filling Pot-holes and Patch Repairs with open-
Graded Premix surfacing, 20mm.
Removal of all failed material, trimming of completed
excavation to provide firm vertical faces, cleaning of
surface, paint ing of tack coat on the sides and base
of excavation as per clause 503, back f il ling the pot
holes with hot bituminous material as per clause 511,compacting, trimming and finishing the surface to
form a smooth continuous surface, all as per clause
3004.2 (from km 294.00 to 304.00) A
sqm 5581.66 135.84 sqm 758212.69
( from km 264.00 to 274.00 ) B sqm 4447.78 132.70 sqm 590199.35
3 Providing and laying seal coat sealing the voids in a
bituminous surface laid to the specified levels, grade
and cross fall using Type B seal coats (from km
294.00 to 304.00 ) A sqm 5581.66
#
#
#
# sqm 358007.67
( from km 264.00 to 274.00 ) B sqm 4447.78 63.40 sqm 281972.97
4 Stress absorbing membrane (SAM) with crack width 6 mmto 9 mm
Providing and laying of a stress absorbing membrane over a
cracked road surface, with crack width 6 to 9 mm after cleaning
with a mechanical broom, using modified binder complying with
clause 521, sprayed at the rate of 11 kg per 10 sqm and
spreading 11.2 mm crushed stone aggregates @ 0.12 cum per
10 sqm, sweeping the surface for uniform spread of aggregates
and surface finished to conform to clause 902. ( from km
294.00 to 304.00 ) Asqm 11889.40 72.25 sqm 859005.58
( from km 264.00 to 274.00 ) B sqm 7487.31 71.00 sqm 531598.66
Total 5245058.07
J.E. A.E. Executive Engineer Superinding Engineer
NHCD PWD Bareilly NH 28th Circle PWD Bareilly
Name of work : Filling Pot-holes with B.U.S.G.& Patch-repair with open graded Premix
BILL OF QUANTITY
-
8/13/2019 Maintenance & Estimate
40/40
S.No. Item of Work Amount .
1 Filling Pot-holes with B.U.S.G.& Patch-
repair with open graded Premix
surfacing From km 295.00 to 304.00 &
km 264.00 to 274.00 of NH-74(NewNH-30) 5245058.07
Total 'A' 5245058.07
2 Contingency 2.8% 146861.63
3 Quality Control 1% on A 52450.584 W.C. Establishment 1.5% on A 78675.87
5 Centage Charges 9% on A 472055.23
6 Labour cess 1% on A 52450.58
Total 6047551.96
Say 60.48 Lacs
Junior Engineer Assistant Engineer Executive Engineer
NH, PWD, Bareilly NH, PWD, Bareilly NH, PWD, Bareilly
SUMMARY OF COST
Name of work : Filling Pot-holes with B.U.S.G.& Patch-repair with open Graded Premix
surfacing From km 295.00 to 304.00 &km264.oo to 274.00of NH-74 (New NH-30 )
.
top related