Sample BOQ
Sample BOQ
Sample BOQ
DESCRIPTION
9,428.00
AMOUNT
Km
0.800
7,542.400
m3
312.00
351.00
###
m3
255.00
4,585.00
###
1.4
m3
255.00
110.00
1.5
m3
182.00
4,208.00
m3
19.00
4,506.00
m3
200.50
1,086.00
###
m2
2,920.00
83.77
###
m2
2,920.00
63.77
###
m2
785.00
37.00
29,045.000
m2
200.00
68.00
13,600.000
m3
4.00
741.00
2,964.000
m3
61.00
989.00
60,329.000
1.6
1.12 DR-013
28,050.000
###
85,614.000
ITEMHSR NO.
DESCRIPTION
AMOUNT
m3
13.00
924.00
12,012.000
Kg
72.00
236.00
16,992.000
Kg
238.00
230.00
54,740.000
m2
166.00
1,002.00
m2
20.00
463.00
m3
Barrel
s
Day
10.00
###
51.00
1.00
183.35
7,425.00
Item
Allow
Sum
###
9,260.000
###
9,350.850
7,425.000
10,000.000
###
District :- Kandy
Divisional Secretary Area :- Pathahewahata
E.E.Division :- Kandy
ITEM
DESCRIPTION
ITEM
TOTAL
In Rs.
AMOUNT In Rs.
NO
This estimate provides for all labour, Meterial,
1
2
2,953,641.89
:Total
Platform Width
Carriage way
Length Of Road
:::-
Transport of metal
:- 40km
Transport of Sand :80Km
Transport of Cement :- 10.0Km
Transport of soil
:01.0km
2,953,641.89
839,970.00
52,088.85
3,845,700.74
192,285.04
461,484.09
10,530.13
3,845,700.74
664,299.26
4,510,000.00
Head Office :-
Checked by :Name
:Designation :Signature :-
Checked by :Name
:Designation :Signature :- ..
TOTAL
DESCRIPTION
ITEM
In
NO
This estimate provides for all labour, Meteri 1
Tools transport expenses necessary for the
AMOUNT In Rs.
Rs.
B.O.Q 1 Item No.1.1 to 1.22
3,364,799.05
IMPROVEMENT OF BOLAPE
MAHAMEDAGAMA ROAD
All works as per the body of this estimate.
Class of road
:Platform Width
Carriage way
Length Of Road
:::-
Total
3,364,799.05
2
3
839,970.00
52,088.85
Item
Item
Item
Item
403,775.89
&
212,842.90
126,523.32
Transport of metal
:- 30 km
5
6
Transport of sand
:- 80 km
Transport f Soil
:- 01 km
allow
allow
allow
allow
for
for
for
for
VAT - (12%)
overserages & travelling expences
Administration charges (5%)
Contingencies - ( sum)
892,058.85
4,256,857.90
743,142.10
5,000,000.00
Divisional Office
Head Office :-
Prepared by :Name
:- Sgd.M.K.Samarasekara
Designation
:- T.O.
Signature
:-
Checked by :Name
:- Sgd.N.G.D.Muthunayake
Designation :-T.O.
Signature
:-
Checked by :Name
:- W.G.Ranaweera
Designation :- T.O.
Signature
:- ..
Checked by :Name
:Designation
:- T.O.
Signature
:-
Recommended by:Name
:- R.A.Sirisena
Designation :- Office Engineer
Signature :-
Approved :Name
:- A.M.M.Faleel
Designation :- General Manager (P.R.D.A.)
Signature :-
Original / Duplicate
Duplicate
Issued to Mr./Mrs. ....................................................................................................................
Address : ........................................................................................................................................
..............................................................................
Receipt. No. of REFUNDABLE tender deposit : .......................................................................
Receipt. No. of NON REFUNDABLE tender fee : ......................................................................
IMPROVEMENT OF BOLAPE MAHAMEDAGAMA
From (0 + 450 - 1 + 250 ) Km
BOQ1
ITEM HSR NO.
1.1
1.2
1.3
1.4
1.5
1.6
1.7
1.8
1.9
DESCRIPTION
MS-023 Cleaning
medium
Jungle
Including
Removing High Growing Plants and Trees
of Girth < 300 mm other than those
designated to remain. by Uprooting or by
Cutting and then uprooting the Stumps
or by Cutting only as Directed
E1-027 Roadway Excavation in Unclassified Soil
Using Machineryincluding Loading ,
Piling & transport (Cutting Measurement)
M1-012A Dense Draded Aggregate Base
(Aggregate Vase Course) Seprading
watering and Compacting Graded 37.5
mm Aggregate to Form a Dense
Aggregate Base Using Machinery
Including Motor Grader & Roller Hire
Charges. incl.Transport (Loos)
A1-018 Piling Available Aggregate
A1-010 37.5 mm Aggregate, Single Size Crusher
Production Including Piling , Loading &
transport [SSCM 404.1-406.1 : Table
1701-4
A1-011 19 mm Aggregate, Single Size Crusher
Production Including Piling ,Loading &
transport
404.1-406.1
] mm New
Spreading[SSCM
& Compaction
50-19
M1-004 Aggregate by Roller Including Watering
Hire, Etc. (Loose Volume) [SSCM
403.3(c)]
S1-001A Bitumen Surface 1st Coat Using
2ltr/Sq.m including Blinding with Sand @
the Rate of 125 Sq.m/Cu.m [SSCM
503.1] (department Bitumen )
(incl.transport)
S1-008A Bitumen Surfacing 2nd/Subsequent Coat
using 1.0ltr/Sq.m including Blinding with
Sand @ 125 Sq.m/Cu.m (New Work)
[SSCM 503.1(b)] (department Bitumen
(incl.transport)
UNIT QUANTITY
Km
0.800
m3
312.00
m3
255.00
m3
255.00
m3
182.00
m3
19.00
m3
200.50
m2
2,920.00
m2
2,920.00
file:///var/www/apps/conversion/tmp/scratch_2/263531443.xls
RATE
AMOUNT
DESCRIPTION
1.15
1.16
1.17
1.18
1.19
UNIT QUANTITY
m2
785.00
m2
200.00
m3
m3
4.00
61.00
m3
13.00
Kg
72.00
Kg
238.00
m2
166.00
m2
20.00
m3
10.00
Barrels
51.00
1.20
1.21
Day
1.00
1.22
Transport of JCB
Item
Allow
TOTAL
file:///var/www/apps/conversion/tmp/scratch_2/263531443.xls
RATE
AMOUNT
Rs
Signature of Tenderer.............................................................................................................
Seal
Name of Tenderer..................................................................................................................
Address of Tenderer...............................................................................................................
VAT No ....................................................................
(If available)
Witness
1. Signature :...............................................
2. Signature : .....................................
file:///var/www/apps/conversion/tmp/scratch_2/263531443.xls
NT OF BOLAPE MAHAMEDAGAMA
om (0 + 450 - 1 + 250 ) Km
file:///var/www/apps/conversion/tmp/scratch_2/263531443.xls
Description
Unit
Rate Rs
T1-001
Cu.m
284.00
T1-002
Cu.m
315.00
T1-003A
Cu.m
337.00
T1-003B
Cu.m
52.00
T1-003C
Cu.m
35.00
T1-006
Cu.mkm
635.00
T1-007A
Cu.mkm
212.00
T1-007B
Cu.mkm
38.00
T1-009
TonKm
212.00
T1-010A
BrlKm
47.00
T1-010B
BrlKm
9.00
T1-010C
BrlKm
7.00
T1-010E
BrlKm
12.00
T1-010F
BrlKm
4.00
T1-010G
BrlKm
7.00
Brls
3.00
Brls
1.50
Brls
92.00
Brls
18.00
T1-013
T1-014
Brls
8.00
L.mkm
35.00
L.mkm
8.00
L.mkm
5.00
L.mkm
39.00
L.mkm
8.00
L.mkm
6.00
L.mkm
52.00
L.mkm
11.00
L.mkm
8.00
L.mkm
78.00
L.mkm
17.00
L.mkm
12.00
L.mkm
104.00
L.mkm
23.00
L.mkm
16.00
L.mkm
156.00
T1-015A
T1-018A
T1-021A
T1-024A
T1-027A
T1-030A
L.mkm
34.00
L.mkm
24.00
L.mkm
336.00
L.mkm
91.00
L.mkm
65.00
No
54.00
No
64.00
No
126.00
No
210.00
No
273.00
No
504.00
No
1,008.00
T1-033A
T1-036
T1-037
T1-038
T1-039
T1-040
T1-041
T1-042
T1-043
L.mKm
1.00
T1-044
L.mKm
1.30
T1-045
L.mKm
2.25
T1-046
L.mKm
3.00
T1-047
No.km
1.20
T1-048
Transport of Emulsion
100ltr km
2.00
T1-049
No km
0.75
T1- 050
No
7,425.00
T1- 050A
T1- 051
T1- 052
9.00
1 bags(50kg)
2.00
1.20
303.00
1 bags(50kg)
km
50kg
12.40
50kg
2.40
50kg
1.80
Section 2 - Excavation
Roadway and Foundation Excavation (Including Loading, Unloading, and Transporting within 25 meters
Distance Unless Otherwise Specified)
Description
Item No
E1-001
Unit
Rate Rs
Cu.m
376.00
E1-002
Cu.m
467.00
E1-003
Cu.m
559.00
E1-004
Cu.m
491.00
E1-005
Cu.m
741.00
E1-006
Cu.m
630.00
E1-007
Excavation in
301.2(VII)]
Hard
Soil
(Cutting
Measurement)
[SSCM
Cu.m
1,106.00
E1-008
Excavation in
301.2(VII)]
Hard
Soil
(Vehicle
Measurement)
[SSCM
Cu.m
940.00
E1-009
Cu.m
802.00
E1-010
Excavation in
301.2(VII)]
Cu.m
1,197.00
Soft
Rock
(Cutting
Measurement)
[SSCM
Cu.m
924.00
E1-011
Cu.m
741.00
E1-012
Cu.m
924.00
E1-013
Cu.m
1,289.00
E1-014
Cu.m
984.00
E1-015
Cu.m
1,106.00
E1-019
Cu.m
1,471.00
E1-021
Cu.m
91.00
Cu.m
120.00
E1-022
E1-023
Cu.m
1,080.00
E1-024
Cu.m
1,862.00
E1-025
Cu.m
1,888.00
E1-026
Cu.m
2,837.00
E1-027
Cu.m
177.00
E1-028
Cu.m
174.00
E1-029
Cu.m
32.00
Sq.m
6.40
Description
Unit
Rate Rs
A1-001
Cu.m
1,534.00
A1-002
Cu.m
2,326.00
Cu.m
2,289.00
Cu.m
2,525.00
A1-004
Cu.m
2,890.00
Cu.m
3,437.00
Cu.m
3,985.00
A1-005
A1-006
A1-007
Cu.m
4,898.00
A1-008
Cu.m
6,905.00
A1-009
Cu.m
2,138.00
A1-010
Cu.m
2,512.00
A1-011
Cu.m
2,810.00
A1-012
Cu.m
2,459.00
A1-013
Cu.m
2,565.00
A1-014
Crusher Fines 6.3 mm Down, Including Piling and Loading for 1.0
cu.m
Cu.m
2,180.00
Crusher Fines
cu.m
Cu.m
1,390.00
A1-014A
for 1.0
A1-015
Cu.m
2,965.00
A1-016
Cu.m
2,390.00
A1-018
A1-019
A1-020
Cu.m
110.00
Cu.m
219.00
Cu.m
183.00
Description
Unit
Rate Rs
Cu.m
1,066.00
Cu.m
123.00
Cu.m
307.00
Cu.m
232.00
Cu.m
384.00
Cu.m
382.00
Cu.m
400.00
Cu.m
411.00
Trimming
,
Leveling
and
Compaction
of
Original
EW-009 Ground/Subgrade to 100 % STD Density [SSCM 304.3(c)]
Sq.m
63.00
Trimming
,
Leveling
and
Compaction
of
Original
EW-010 Ground/Subgrade to 95 % STD Density [SSCM 304.3(c)]
Sq.m
57.00
Cu.m
888.00
Cu.m
390.00
Cu.m
390.00
Cu.m
61.00
Unit
Rate Rs
Description
P1-001
Sq.m
267.00
P1-002
Sq.m
200.00
P1-003
Sq.m
134.00
Sq.m
178.00
P1-004
Description
Unit
Rate Rs
M1-001
Cu.m
736.00
Cu.m
1,141.00
Sq.m
68.00
Sq.m
60.00
Cu.m
1,086.00
Cu.m
1,688.00
Sq.m
41.00
Sq.m
50.00
Cu.m
1,443.00
Cu.m
1,163.00
Cu.m
1,040.00
Cu.m
1,704.00
Water Bound Macadam Spreading watering and Compacting 5025 mm Aggregate and Filling the Voids to refusal with Crusher
fines by watering and rolling to form a water bound Macadam
Base Excluding transport for Aggregates and fines. Loose
Volume (SSCM 404.1)
Cu.m
5,092.00
Cu.m
4,813.00
Cu.m
2,889.00
M1-010
M1-011
Cu.m
3,727.00
Cu.m
3,081.00
M1-013
Description
Unit
Rate Rs
S1-001
Sq.m
265.00
Sq.m
55.00
Sq.m
267.00
Sq.m
56.00
S1-003
Sq.m
208.00
S1-004
Sq.m
108.00
S1-005
Sq.m
204.00
S1-006
Sq.m
105.00
Sq.m
115.00
Sq.m
36.00
S1-002
S1-007
Sq.m
142.00
Sq.m
37.00
Sq.m
116.00
Sq.m
38.00
Sq.m
144.00
Sq.m
39.00
S1-011
Sq.m
456.00
S1-012
Sq.m
448.00
S1-013
Sq.m
110.00
S1-014
Sq.m
108.00
S1-015
Sq.m
74.00
S1-016
ltr
147.00
S1-017
Sq.m
105.00
S1-008
S1-009
S1-010
Tack Coat with 30% Cut Back Bitumen Using 0.5 ltr/Sq.m
Including Brushing and Cleaning Road Surface (Manual)
Sq.m
73.00
Tack Coat with 30% Cut Back Bitumen Using 0.5 ltr/Sq.m
S1-018A Including Brushing and Cleaning Road Surface (Manual)
Department bitumen
Sq.m
37.00
S1-018
S1-019
Tack Coat with 30% Cut Back Bitumen Using 0.5 ltr/Sq.m
Including Brushing and Cleaning Road Surface (Manual)
ltr
293.00
S1-020
Tack Coat with 30% Cut Back Bitumen Using 0.75 ltr/Sq.m
Including Brushing and Cleaning Road Surface (Manual) [SSCM
503.4(d)]
Sq.m
100.00
Sq.m
10.00
S1-022
Sq.m
144.00
S1-022A
Sq.m
140.00
S1-022B
Sq.m
4.00
S1-023
Sq.m
138.00
S1-024
Prime Coat With 30% Cut Back Bitumen Using 1 Ltr/ Sq.m
Including Blinding with Sand at the rate of 250 Sq.m/Cu.m and
Brushing, Cleaning and Mostening Road Surface
Sq.m
134.00
S1-025
Prime Coat With 30% Cut Back Bitumen Using 1 Ltr/ Sq.m
without Blinding but Inclusive Brushing, Cleaning and Mostening
Road Surface
Sq.m
126.00
S1-026
Sq.m
3.00
S1-027
ltr
S1-028
Sq.m
15.00
S1-029
Sq.m
56.00
S1-030
Sq.m
117.00
S1-021
126.00
S1-034
M.ton
1,154.00
S1-035
Sq.m
146.00
S1-035A
Patching Minor Pot Holes Using Sand Emulsion Mix 1:8 Where
Necessary, Prior to Sand Sealing.
Sq.m
16.00
S1-036
Sq.m
180.00
S1-037
Sq.m
120.00
S1-038
Sq.m
169.00
S1-039
M.ton
1,656.00
Sq.m
135.00
Sq.m
135.00
S1-040
Description
Unit
Rate Rs
MN-001
km
2,664.00
MN-002 Patching With hot Bitumen Using 21 Ltrs. Per 1/2 K.m.
1/2 K.m
3,997.00
MN-003 Patching With hot Bitumen Using 28 Ltrs. Per 1/2 K.m.
1/2 K.m
5,329.00
MN-004 Patching With hot Bitumen Using 35 Ltrs. Per 1/2 K.m.
1/2 K.m
6,661.00
MN-005 Patching With hot Bitumen Using 42 Ltrs. Per 1/2 K.m.
1/2 K.m
7,993.00
MN-006 Patching With hot Bitumen Using 49 Ltrs. Per 1/2 K.m.
1/2 K.m
9,326.00
MN-007 Patching With hot Bitumen Using 56 Ltrs. Per 1/2 K.m.
1/2 K.m
10,658.00
1/2 K.m
1,332.00
MN-009 Patching with Cold Bitumen (CRS-1) Using 14 Ltrs per 1/2 K.m.
km
2,347.00
MN-010 Patching with Cold Bitumen (CRS-1) Using 21 Ltrs. Per 1/2 K.m.
1/2 K.m
3,520.00
MN-011 Patching with Cold Bitumen (CRS-1) Using 28 Ltrs. Per 1/2 K.m.
1/2 K.m
4,694.00
MN-012 Patching with Cold Bitumen (CRS-1) Using 35 Ltrs. Per 1/2 K.m.
1/2 K.m
5,867.00
MN-013 Patching with Cold Bitumen (CRS-1) Using 42 Ltrs. Per 1/2 K.m.
1/2 K.m
7,040.00
MN-014 Patching with Cold Bitumen (CRS-1) Using 49 Ltrs. Per 1/2 K.m.
1/2 K.m
8,214.00
1/2 K.m
9,387.00
1/2 K.m
1,173.00
Cu.m
3,208.00
Cu.m
3,365.00
MN-008
MN-015
MN-016
Patching with Cold Bitumen (CRS-1) Using 56 Ltrs. Per 1/2 K.m.
Extensive Patching for Every Additional 7 Ltrs. Cold Bitumen,
CRS-1
Description
Unit
Rate Rs
Cu.m
551.00
Cu.m
770.00
Cu.m
989.00
Cu.m
1,099.00
Cu.m
770.00
DR-001
Cu.m
461.00
Cu.m
2,105.00
Sq.m
114.00
Sq.m
200.00
Sq.m
14.00
Transport
and
Watering
DR-010
L.m
9.00
DR-011
L.m
70.00
DR-012
L.m
177.00
DR-013
Cu.m
741.00
DR-014
L.m
22.00
DR-015
Culverts
160.00
Description
Unit
Rate Rs
ST-001
Cu.m
2,264.00
Cu.m
2,629.00
Cu.m
1,242.00
Cu.m
7,830.00
Cu.m
8,181.00
ST-003
ST-006
Cu.m
6,691.00
ST-007
Cu.m
7,043.00
ST-008
Cu.m
4,018.00
ST-009
Cu.m
4,102.00
ST-010
Cu.m
3,258.00
ST-011
Cu.m
650.00
ST-012
Cu.m
1,316.00
ST-013
Sq.m
316.00
ST-014
Cu.m
1,610.00
ST-015
Sq.m
530.00
ST-016
No
303.00
ST-017
Forming Weep Holes Using P.V.C. Pipes of Int. Dia. Not less than
100mm Complete with Dripledge and Surround Finish Smooth.
L.m
647.00
ST-018
Sq.m
763.00
ST-019
Sq.m
56.00
Sq.m
903.00
Cu.m
365.00
ST-022 Lifting Wedge Stones For Every 1.5 m Beyond the Initial 1.5m
Cu.m
1,095.00
ST-023 Lifting Rubble or Concrete Every 1.5 m Beyond the Initial 1.5m
Cu.m
548.00
Cu.m
730.00
ST-025 Lowering Rubble or Concrete Every 1.5m Beyond the Initial 1.5 m
Cu.m
365.00
No
485.00
ST-024
ST-027
Sq.m
609.00
Sq.m
725.00
Sq.m
816.00
Sq.m
491.00
Sq.m
591.00
Sq.m
689.00
Sq.m
779.00
Cu.m
9,458.00
Cu.m
8,647.00
Mixing & Laying Manually Cement Concrete 1:4:8 (50 mm) with
ST-036 20% Plums (Volume Batching) Using Crusher Run Aggregate
(excl. Transport of Aggregate & Piling)
Cu.m
8,499.00
Cu.m
8,179.00
Mixing & Laying Manually Cement Concrete 1:3:6 (37.5 mm) with
ST-038 20% Plums (Volume Batching) Using Crusher Run Aggregate
(excl. Transport of Aggregate & Piling)
Cu.m
9,125.00
Cu.m
8,800.00
Cu.m
11,015.00
Cu.m
10,692.00
Cu.m
9,284.00
Cu.m
12,296.00
ST-030 Rendering 12.5 mm thick in cement sand Motar 1:3 mix (Rough)
ST-031
ST-041
Cu.m
12,317.00
Cu.m
13,368.00
Cu.m
12,375.00
Cu.m
15,124.00
Cu.m
16,925.00
ST-051
Cu.m
3,529.00
ST-052
Cu.m
3,207.00
ST-053
Sq.m.Day
34.00
kg
230.00
kg
236.00
kg
167.00
ST-056
Sq.m
1,002.00
Cu.dm
46.00
L.m
70.25
L.m
82.00
ST-058
ST-059
ST-060
Sq.m
2,430.00
Sq.m
2,378.00
ST-061
Sq.m
2,136.00
Sq.m
1,068.00
Sq.m
1,470.00
L.m
2,039.00
ST-067
L.m
2,652.00
ST-068
L.m
3,008.00
ST-069
L.m
4,238.00
L.m
5,699.00
ST-071
L.m
9,768.00
ST-072
L.m
14,370.00
ST-073
L.m
493.00
ST-074
L.m
536.00
ST-075
L.m
578.00
ST-076
L.m
1,103.00
ST-077
L.m
1,850.00
ST-078
L.m
2,675.00
ST-079
No
648.00
No
405.00
No
84.00
No
3,518.00
ST-083
L.m
956.00
ST-084
L.m
1,274.00
L.m
186.00
L.m
143.00
Sq.m
184.00
Sq.m
133.00
ST-087
ST-088
ST-089
Sq.m
123.00
ST-090
Sq.m
593.00
Sq.m
436.00
Sq.m
546.00
Sq.m
576.00
ST-091
L.m
50.00
Cu.m
2,041.00
Cu.m
2,954.00
Cu.m
8,523.00
Supplying and Fixing M.S. Dowels Spliced and Dove Tailed with
ST-098 Wedge at One End, 16mm dia, and 1m long, Boring Holes to 0.3m
Depth in Fixing
No
612.00
Supplying and Fixing M.S. Dowels, Spliced and Dove Tailed with
ST-099 Wedge at One End, 20mm dia, and 1m Long, Boring Holes to
0.3m Depth in Fixing.
No
788.00
No
1,083.00
ST-094
ST-100
ST-101
L.m
1,760.00
ST-102
Lay Standard Precast Bridge Kerbs [Type Drawing No T/B/106Rev 1 of RDA](Cost of Precast Kerbs & Transport to be Paid
Separately)
L.m
349.00
ST-103
L.m
210.00
ST-104
Sq.m
1,168.00
Cu.m
13,706.00
ST-105
Sq.m
671.00
ST-106
L.m
1,088.00
No
37,172.00
ST-108
No
41,060.00
ST-109
No
22,264.00
ST-110
No
24,080.00
ST-111
L.m
592.00
ST-112
Supplying and Fixing 25mm Thick Toung and Groved Planks with
50x50mm Struts of Class 1 Timber in Panels as Smooth
Shuttering for Concrete Drains
Sq.m
463.00
ST-107
Supplying and Fixing 25mm Thick Toung and Groved Planks with
ST-112A 50x50mm Struts of Class 1 Timber in Panels as Smooth
Shuttering for Concrete Drains(for 13.38 Sq.m)
use
4,743.00
ST-113
Cu.m
2,240.00
ST-114
Sq.m
41.00
ST-115
Cu.m
4,151.00
ST-116
Cu.m
4,366.00
ST-117
L.m
8,708.00
ST-118
Cu.m
625.00
ST-119
Cu.m
209.00
ST-120
Cu.m
918.00
ST-121
Cu.m
1,465.00
ST-122
m.
1,017.00
ST-123
L.m
110.00
ST-124
L.m
94.00
ST-125
L.m
165.00
No
4,616.00
ST-126
and
Levelling
ST-127
L.m
5,940.00
Unit
Rate Rs
No
46.00
RF-002
No
479.00
RF-003 Painting White Back Ground on Parapets etc. & Stencilling nos.
No
184.00
No
129.00
Casting STD K.M. Stones with R.C.C. [1:2:4(19 mm) & cement
RF-005 282.5 KG/Cu.m ] including curing, for "A" and "B" Class Roads
No
4,395.00
Casting STD K.M. Stones with R.C.C. [1:2:4(19 mm) & cement
RF-006 282.5 KG/Cu.m ] including curing, for "C" and "D" Class Roads
No
2,948.00
No
975.00
No
575.00
No
1,511.00
No
2,471.00
RF-009
RF-010
No
500.00
RF-011
No
1,820.00
Unit
Rate Rs
No
1,060.00
No
262.00
No
1,554.00
RS-001
RS-003
Sq.m
236.00
No
42.00
No
50.00
No
63.00
No
83.00
RS-009
L.m
101.00
RS-010
L.m
94.00
RS-011
L.m
94.00
RS-012
L.m
92.00
RS-013
No
255.00
RS-014
No
589.00
RS-015
Sq.m
274.00
RS-016
Road
Marking
Standard
Pedestrian
Crossing,
Thermoplastic paint (White) , Inclusive Barricading.
L.m
605.00
Unit
Rate Rs
Cu.m
13,420.00
using
Section 13 - Miscellaneous
Item No Description
MS-001
Cu.m
6,320.00
Patching Shallow Pot Holes. Depth Less 20mm using hot bitumen
1.2ltr/Sq.m & 12.5mm chips single size @ 13.75 cu. deci m/sq.m
MS-002
incld. hand tamping (rat. inc. cost of bitumen & mater.) (Excl.
Transport. of Aggregate & Bitumen)
Sq.m
249.00
Patching road with premix after preparing surface with 30% cut
back
Cu.m
6,542.00
Cu.m
5,386.00
Sq.m
248.00
Sq.m
260.00
Sq.m
1,447.00
Sq.m
722.00
Sq.m
828.00
Patching pot holes more then 75mm deep with water bound
gravel material using 50mm or 12.5 mm single size aggregate
MS-009 along with useable old aggregate obtain from picking and
preparation of surface inc. laying watering Spreading gravel of
approved quality
Sq.m
38.00
Sq.m
1,345.00
Sq.m
15.00
MS-001A
MS-002A
MS-002B
Sq.m
1,044.00
Sq.m
797.00
Sq.m
885.00
Sq.m
1,230.00
Correcting and Strengthening Edges of Road by Cutback(1020%) Cold Mix 40mm thick with 83.5Ltr/Cu.m 19mm Down
MS-016 aggregate over .75Ltr/Sq.m Tack Coat(CSS-1) over 50 mm down
over Closely packed 100mm agg. with excavation width 225mm,
depth 225mm
Sq.m
1,397.00
Sq.m
1,112.00
Sq.m
125.00
Sq.m
119.00
Sq.m
268.00
Sq.m
15,673.00
Sq.m
33.00
Sq.m
343.00
MS-016B
MS-019A
Km
3,299.00
Km
6,845.00
Km
9,428.00
Km
12,011.00
Cu.m
380.00
km
246.50
km
431.00
Sq.m
1,561.00
No
452.00
No
646.00
Culverts
136.00
Cu.m
974.00
No
255.00
Cu.m
382.00
Cu.m
564.00
Cu.m
747.00
Cu.m
929.00
Cu.m
1,915.00
Sq.m
31.00
Sq.m
52.00
Sq.m
75.00
Sq.m
97.00
Sq.m
181.00
Sq.m
197.00
Sq.m
309.00
Sq.m
290.00
MS-031
MS-042
Sq.m
142.00
Sq.m
125.00
Sq.m
132.00
MS-050
L.m
57.00
MS-051
L.m
1,472.00
MS-052
Sq.m
1,275.00
L.m
Sq.m
98.00
Sq.m
13.00
ltr
278.00
102.00
Cu.m
5,211.00
M.ton
5,124.00
Sq.m
294.00
Cu.m
15,358.00
L.m
329.00
MS-059
Item No
SV-001
Unit
Rate Rs
Days
1,008.00
Days
1,210.00
Days
1,775.00
Days
1,512.00
SV-005
km
3,850.00
SV-006
km
6,163.00
SV-007
km
7,700.00
SV-008 Supply of Labour for Chaining and Cutting Pages and Pegging
km
1,156.00
km
2,311.00
km
2,311.00
km
3,081.00
SV-010
SV-011
Rate Rs
284.11
314.60
337.07
52.43
35.21
635.25
211.75
37.51
211.75
46.82
9.46
6.51
Rate Rs
132.3
110.7
118.7
18.5
12.4
72.6
24.2
24.2
24.2
16.8
3.6
2.5
11.72
4.10
7.04
3.17
1.34
91.84
17.64
8.2
7.56
34.76
8.5
12.5
7.54
2.9
5.29
2.1
39.10
14.1
8.48
3.3
5.96
2.3
52.14
18.8
11.31
4.4
7.94
3.1
78.21
28.2
16.99
6.6
11.91
4.7
104.27
37.6
22.62
8.8
15.89
6.3
156.48
56.4
33.92
13.2
23.82
9.4
335.54
123.3
90.61
37.1
64.59
26.6
54.43
63.50
125.99
209.65
273.15
503.97
1007.93
0.86
1.32
2.24
3.30
1.18
25.3
29.6
58.7
97.6
127.2
234.7
469.5
1
1.4
2
2.4
1.3
1.57
0.9
0.74
0.6 fuel
7425.00
6,750.00
salary
100
0thers
150
150
302.50
8.78
1.52
1.21
12.41
2.42
1.82
Rate Rs
376.01
467.28
558.54
491.20
741.07
629.99
1106.14
940.19
801.92
1197.40
275
7.98
1.38
1.1
11.28
2.2
1.65
923.61
741.07
923.61
1288.67
984.45
1106.14
1471.20
91.27
120.47
1079.61
1862.13
1887.61
2836.86
176.87
174.34
32.09
6.42
Rate Rs
1533.66
2325.64
2288.62
2524.61
2889.67
3437.27
3984.86
704.8
1,039.70
1,054.80
1,139.30
1,309.40
1,564.40
1,819.50
4897.52
2,244.60
6905.37
3,179.80
2138.07
1,270.50
2511.96
1,308.90
2808.41
1,615.10
2458.72
1,154.40
2565.20
1,270.50
2180.42
1389.08
940.2
641.3
2964.50
1,793.70
2389.75
1,368.70
109.56
219.13
182.53
50.6
101.2
85
Rate Rs
1066.25
502.9
123.28
61.3
307.45
197.1
195.99
118.9
384.41
234.7
382.27
224.5
399.56
285.2
410.70
191.3
62.60
23.4
56.91
21.3
888.35
358.4
390.14
254.1
390.14
254.1
60.50
39.5
Rate Rs
267.01
123.4
200.26
92.5
133.50
61.7
177.56
82
Rate Rs
736.44
368.8
1140.79
566.5
67.90
33.4
60.27
29.5
1086.15
520.1
1688.43
808.5
40.94
19.3
50.16
24.4
1442.80
697.7
1162.58
560.8
1040.46
493.6
1704.05
806.1
5091.70
2,310.90
4813.40
2,186.70
2888.52
1,414.30
3727.00
1,823.90
3081.13
1,515.80
Rate Rs
265.26
111.5
54.89
29.6
266.86
110.9
56.49
29
208.43
109.7
107.94
54.7
204.42
106.7
105.17
54.7
114.73
50
35.84
19.3
142.41
61.2
37.22
20.2
116.38
49.7
37.50
18.7
144.06
60.6
38.88
19.7
456.15
129.3
447.79
125
110.07
34.5
107.86
33.1
73.53
22.7
147.06
45.4
105.29
31.7
73.33
33.4
36.51
19
293.32
135.1
99.55
45
9.77
4.8
144.19
44.6
140.33
3.86
43
1.7
137.58
40.8
133.64
61
126.45
56.8
2.82
126.40
15.29
1.3
37.7
8.2
55.86
29.2
116.63
62.85
1153.59
690
145.91
44.6
15.73
6.2
180.09
53.2
120.12
57.5
168.56
80.7
1656.35
713.6
135.09
62.75
134.91
Rate Rs
2664.43
47.2
Rate Rs
1,146.70
3996.65
5328.87
6661.08
7993.30
9325.51
10657.73
1332.22
2346.76
3520.13
4693.51
1,720.10
2,293.40
2,866.80
3,440.20
4,013.50
4,586.90
573.4
754.4
1,131.60
1,508.80
5866.89
1,886.10
7040.27
2,263.30
8213.65
5,281.00
9387.02
1173.38
3207.68
3364.84
Rate Rs
3,017.70
377.2
1,492.60
1,564.60
Rate Rs
551.06
280.5
770.18
381.7
989.31
483
1098.87
770.18
533.6
381.7
461.36
222.9
2104.65
964
114.36
52.9
200.33
91.1
14.38
8.74
6.9
4.1
69.76
32.6
177.31
741.08
84.7
349.8
21.90
10.4
159.62
76.3
Rate Rs
2263.57
1,052.70
2628.63
1,222.70
1241.56
575
7829.67
4,002.00
8181.13
4,203.50
6691.29
7042.75
4017.66
4102.39
3257.96
649.81
1316.21
316.18
1609.50
530.36
303.24
3,048.70
3,203.50
1,653.30
2,030.00
1,322.60
307.3
621.6
149.5
828.7
249.7
120.9
647.33
373.2
763.08
56.26
370.1
25.4
902.90
433.2
365.06
170
1095.19
510.1
547.59
255.1
730.13
365.06
485.33
340.1
170
232.8
609.16
725.29
815.72
491.33
591.28
688.56
779.12
290
349
391.4
232.6
280.5
329.1
371.5
9458.29
4,939.80
8647.09
4,961.00
8498.83
4,552.80
8179.00
4,107.00
9124.92
4,914.20
8798.94
4,765.70
11014.88
5,830.90
10691.83
5,683.15
9283.64
4,835.80
12296.47
6,705.10
12316.80
6,672.10
13367.51
7,356.90
12375.23
6,713.40
15123.62
8,370.60
16924.99
9,375.00
3528.93
3207.07
34.10
1,620.80
1,474.60
13.6
230.03
121.4
235.59
121.4
166.61
70.9
1002.07
481.4
45.95
70.15
82.38
20.8
35.8
46
2430.27
1,175.70
2377.59
1,113.00
2136.15
995.75
1068.31
496.9
1469.70
690
2038.60
1,186.70
2651.59
3008.01
4237.85
1,289.30
1,418.00
2,009.00
5698.65
2,926.75
9768.11
14370.26
493.02
535.74
578.10
1103.30
1850.22
2675.24
647.62
404.76
84.05
3518.41
4,916.90
7,931.50
230.9
252.1
277.3
503.3
898.7
1,162.40
281.3
175.8
53.5
2,036.70
955.50
1274.00
186.34
142.63
183.77
132.97
122.99
593.02
415.1
553.4
90.4
59.6
90.4
59.6
60.7
273.9
435.55
204.6
546.44
576.12
50.19
289.4
149.7
23.6
2040.95
939.9
2953.82
1,340.40
8523.25
4,526.30
611.60
287.7
787.86
379
1082.93
529.8
1760.19
881.2
348.89
157.8
209.68
101.9
1168.03
586
13705.67
7,668.80
671.11
310
1087.87
503.4
37171.64
18,999.50
41060.07
21,021.60
22263.57
12,217.90
24079.80
13,161.30
592.38
301.4
462.90
447.5
4742.54
2,906.60
2240.44
1,088.80
41.21
18.4
4151.48
1,948.30
4366.10
2,069.00
8708.15
625.18
4,399.50
274.8
208.83
83.3
918.39
388.5
1464.81
610.2
1016.57
659.7
109.73
44.6
93.86
67
164.65
117.7
4615.99
2,351.30
5940.02
3,004.70
Rate Rs
45.95
478.59
23
224.65
184.03
87.2
129.14
60.2
4395.28
2228..8
2948.49
1,498.00
975.48
454.6
574.90
295.8
1511.07
764.8
2470.67
1,316.60
500.36
213.7
1820.12
885.2
Rate Rs
1060.53
521.3
262.47
1554.06
138.1
672.3
235.65
114.2
41.69
16.8
50.02
20.1
62.53
25.2
83.37
33.5
100.87
93.73
94.14
50.3
51.6
46.6
92.37
48
255.06
589.43
273.56
101.7
280.8
132.7
604.62
317
Rate Rs
13419.13
6,438.20
6320.05
3,673.90
248.63
104.8
6542.23
5386.07
2213.2
2107.75
248.39
108.4
260.13
89.1
1447.15
643.5
722.06
306.5
827.82
361.5
38.21
17.8
1345.19
596
14.81
6.9
1043.72
461.8
797.38
1414.3
884.70
381.9
1230.25
549.6
1397.31
628.1
1112.07
520.8
125.48
41.7
118.53
51.5
268.43
117.5
15673.26
33.34
6,803.60
15.4
342.62
112.6
3298.91
1,539.00
6845.40
3,179.70
9428.23
4,382.70
12011.05
5,585.80
380.41
183.9
246.71
148.2
431.04
255.8
1561.44
776.3
451.99
210.5
645.71
300.8
136.13
60.9
973.96
389.1
255.17
115
381.50
564.03
746.57
929.10
1915.29
184.6
269.7
354.7
439.7
1,121.90
30.52
14.9
51.64
75.12
96.50
25.4
24.3
35.5
180.98
80.2
196.90
86.8
309.44
140
290.19
133.4
141.90
71.6
124.85
63.3
131.89
67.4
56.99
1471.97
1275.05
26.3
661.4
694
278.01
136.2
98.13
45.65
13.34
6.2
101.88
60.7
5211.29
2,080.00
5124.00
2,169.80
293.65
139.3
15357.36
5,173.60
329.02
150.8
Rate Rs
Rate Rs
1007.93
469.5
1210.00
559
1775.07
707.8
1512.50
636.5
3850.17
6162.73
7700.33
1155.51
1,793.40
2,391.10
3,586.70
533.9
2311.02
1,067.70
2311.02
3081.37
1,067.70
1,423.60
Item No
FOR 2013
Unit
Rate (Rs.)
B0-001
Day
1,467.00
B0-002
Day
1,250.00
B0-003
Day
1,000.00
B0-004
Day
833.00
B0-101
Day
220.00
B0-102
Day
5,500.00
B0-103
Day
220.00
B0-104
Day
1,320.00
B0-105
Day
6,000.00
B0-106
Day
2,500.00
B0-107
Day
2,300.00
B0-108
Day
2,500.00
B0-109
Day
4,500.00
B0-110
Day
20,000.00
B0-111
Day
9,000.00
B0-112
Hour
3,700.00
B0-113
Day
25,000.00
B0-114
Day
28,000.00
B0-115
Day
20,500.00
B0-116
Day
24,000.00
B0-116A
Day
26,000.00
B0-117
Day
6,500.00
B0-118
KM/Cu.m
31.00
B0-119
KM/Cu.m
175.00
B0-120
KM/m.t
175.00
B0-120A
B0-121
Sand/chip spreader-propelled
Day
23,000.00
B0-121a
Sand/chip spreader-towed
Day
800.00
B0-122
Day
8,200.00
B0-123
Day
1,600.00
B0-124
Day
33,500.00
B0-124A
Day
29,000.00
B0-125
km
31.00
B0-126
km
31.00
B0-127
km
31.00
B0-128
Day
9,500.00
B0-129
hour
4,500.00
B0-129A
hour
4,200.00
B0-130
hour
300.00
B0-131
hour
3,500.00
B0-132
hour
1,000.00
B0-133
hour
900.00
B0-133A
hour
312.00
B0-134
hour
1,100.00
km /100ltr
5.00
B0-135
hour
1,600.00
B0-136
Day
8,000.00
B0-137
hour
150.00
B0-138
hour
600.00
B0-139
hour
1,500.00
B0-140
hour
1,200.00
B0-141
hour
3,700.00
B0-142
hour
5,800.00
B0-143
hour
1,700.00
B0-144
hour
4,500.00
B0-145
hour
7,400.00
B0-146
Backhoe JCB
Day
20,000.00
B0-147
hour
15,000.00
B0-148
hour
7,400.00
B0-149
Pick up truck 2 WD
km
B0-150
hour
B0-151
km
B0-152
B0-153
B0-154
hour
3,600.00
B0-155
Excavator Mobile
hour
4,200.00
B0-156
hour
1,700.00
B0-157
Day
400.00
B0-201
Cu.m
247.00 DAMBULLE
hour
km
78.20
1,025.00
175.00
1,025.00
104.00
B0-202
Cu.m
247.00
B0-301
Cu.m
1,060.00
B0-302
Cu.m
1,121.90
B0-303
Cu.m
1,590.00
B0-304
Cu.m
No rate
B0-305
Cu.m
1,767.00
B0-306
Cu.m
No rate
B0-307
Cu.m
2,297.00
B0-308
Cu.m
No rate
B0-308A
Cu.m
2,321.00
B0-309
Cu.m
2,032.00
B0-310
Cu.m
2,076.00
B0-311
Cu.m
1,767.00
B0-312
Cu.m
1,802.00
883.34
B0-312A
Cu.m
1,148.00
530.00
B0-313
Cu.m
2,120.00
B0-314
Cu.m
2,450.00
B0-315
Cu.m
1,975.00
B0-316
Cu.m
1,700.00
B0-331
Cu.m
1,060.00
B0-332
River sand for concrete & masonry work (sscm table 1701-2)
Cu.m
1,060.00
B0-340
No
6.50
B0-351
ltr
91.50
B0-351A
ltr
100.80
424.00
883.39
1590.11
1236.75
B0-352
ltr
105.00
B0-353
ltr
101.00
B0-354
ltr
110.00
B0-355
kg
91.50
B0-355A
kg
100.80
B0-361
M.t
11,324.00
B0-361A
M.t
10,900.00
B0-362
M.t
9,300.00
B0-362A
M.t
No rate
B0-365
M.t
No rate
B0-366
M.t
B0-391
Cu.dm
60.00
B0-392
Cu.dm
59.00
B0-393
L.m
44.00
B0-394
L.m
90.00
B0-395
Firewood
Cu.m
1,100.00
B0-396
Sq.m
995.30
B0-397
No
250.00
B0-401
Bag
813.50
B0-411
kg
120.00
B0-411A
kg
124.00
B0-431
kg
170.00
B0-432
kg
200.00
B0-433
L.m
2,200.00
10,850.00
B0-441
No
2,900.00
B0-441B
No
325.00
B0-442
No
4,000.00
B0-442B
No
400.00
B0-443
No
4,500.00
B0-443B
No
600.00
B0-444
No
6,780.00
B0-444B
No
900.00
B0-445
No
8,600.00
B0-445B
No
1,000.00
B0-446
No
6,900.00
B0-446B
No
1,300.00
B0-447
No
10,250.00
B0-447B
No
1,850.00
B0-448
No
540.00
B0-449
No
285.00
B0-450
No
1,224.00
B0-451
No
1,530.00
B0-452
No
1,530.00
B0-453
B0-454
pair.
408.00
No
204.00
B0-455
No
45.00
B0-501
Blasting powder
kg
420.00
B0-502
Fuse wire
L.m
25.20
B0-503
Steel Jumper
kg
175.52
B0-504
Electric detonators
No
123.60
B0-505
Dyna cord
L.m
71.50
B0-506
Gelignite
kg
912.00
B0-507
Ammonium nitrate
kg
122.40
B0-508
Ordinary Detonator
No
36.90
B0-531
ltr
110.00
B0-534
Glue
kg
90.00
B0-537
Lime - Boiled
kg
16.00
B0-541
Enamel paint
ltr
685.70
B0-542
Paint-anti corrosive
ltr
476.25
B0-543
Paint-reflective
ltr
760.00
B0-544
Paint-emulsion
ltr
541.00
B0-545
Rust remover
ltr
720.00
B0-546
ltr
750.00
B0-547
Kg
147.00
B0-548
kg
147.00
B0-601
ltr
71.40
B0-602
ltr
197.00
B0-611
Lubricant (Oil)
ltr
351.60
B0-612
ltr
84.20
B0-613
Petrol (Kandy)
ltr
137.20
B0-614
ltr
B0-615
Gas
Kg
No rate
168.00
B0-616
Lubricant (Grease)
kg
540.00
B0-631
Baskets
No
76.90
B0-632
No
60.00
B0-632A
No
15.00
B0-633
Cotton waste
kg
50.00
B0-634
Salt
kg
26.00
B0-635
No
200.00
B0-636
L.m
414.70
B0-636B
L.m
617.46
B0-637
L.m
156.80
B0-638
L.m
780.00
B0-639
kg
218.00
B0-640
Sq.m
901.00
B0-641
L.m
928.00
B0-642
Sq.m
B0-643
No
390.00
B0-704
Item
100.00
B0-705
Day
1,300.00
B0-711
Joint
79.20
B0-712
Cement sand & water for jointing hume pipes 229 to 610 mm
diameter
Joint
160.00
B0-713
Joint
243.60
B0-714
Joint
435.60
B0-715
Item
72.00
B0-716
Item
25.00
14,052.00
B0-717
Item
120.00
B0-718
Item
300.00
B0-720
Item
31.60
B0-723
Item
50.00
B0-732
Item
150.00
B0-741
Item
150.00
B0-746
Item
75.00
B0-751
Item
120.00
B0-752
Item
50.00
B0-761
Item
1,200.00
B0-762
Item
300.00
B0-781
Cu.m
25.00
B0-782
Cu.m
25.00
B0-784
Cu.m
25.00
B0-785
Cu.m
35.00
B0-786
Item
100.00
B0-787
Item
100.00
B0-788
ltr
1.50
B0-791
No
125.00
B0-792
Item
150.00
B0-800
kg
147.00
B0-801
kg
147.00
B0-802
Glass Beads
kg
142.80
B0-803
No
1,512.00
B0-901
No
150.00
B0-902
Saw Dust
Cu.m
650.00
B0-907
No
4,392.00
B0-956
Mobile Crane
Hrs
3,200.00
B0-957
Department Bitumen
lt
4.57
Signature
2 Mrs. C.Abegunasekara
EE/ Kundasale
NALAWA S.M.MC
UDC METAL
600.00
795.00
600.00
636.04
6*9
883.40
1275.00
989.40
883.39
989.40
1095.41
989.40
1307.42
1875.00
1484.00
1484.00
1484.00 1
2120.00
1554.77
1925.00
1696.00
1696.11
1696.11 3**
1800.00
1201.00
1236.75
1342.76
1342.76 2*
1770.00
989.40
1201.41
1342.75
1378.09##
1240.00
1095.40
2000.00
1130.74
706.71
1420.00
530.00
1236.75
1236.75