Highways Department Tender
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Highways Department Tender
Eprocure
Opening Date30 Aug 2019
Closing Date1 Oct 2019
Tender Amount₹ 7,17,59,925
Costs
EMD
₹ 3,70,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tn No 04.2019 20 .hdo.dated.27.08.2019
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2019_HWAY_135841_1Bid Award Id
ViewTender No
Tn No 04 2019 20 HDO DATED 27.08.2019Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
Details of Document Required for Pre Qualification
BOQ Items
Road E
2058.4
26738
12.99
Excavation for Roadway and drainage
Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification. For box cutting.
(Morth No. 111, 112, 301, 305, 900)
1
-
-
Road B
667.8
48816
73.1
Road D
1323
96711
73.1
Road E
702
51316
73.1
Excavation for Roadway and drainage
Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification. Making up berms using cut earth Hire and Labour only (Morth No. 111, 112, 301, 305, 900)
1
-
-
Road B
402
7191
17.89
Road D
793.5
14195
17.89
Road E
459
8211
17.89
Excavation for Roadway and drainage
Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification. disposal of cut earth with a lead of 2 Km (Morth No. 111, 112, 301, 305, 900)
1
-
-
Road B
265.8
6288
23.66
Road D
529.5
12527
23.66
Road E
243
5749
23.66
Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MORTH Specification- for grading- V Material (Morth No. 111, 112, 401, 900)
1
-
-
Road B
526.75
791283
1502.2
Road D
504
741585
1471.4
Road E
551.25
823236
1493.4
Wet Mix Macadam (Table 400-13) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406 of MORTH Specification.
(Morth No. 111, 112, 406, 900)
1
-
-
Road B
1662.5
2937970
1767.2
Road C
84
148444
1767.2
Road D
525
927780
1767.2
Road E
1891.25
3342217
1767.2
Prime coat Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502 of MORTH Specification over WMM (Morth No. 111, 112, 501, 502, 900)
1
-
-
Road B
7700
473242
61.46
Road C
560
34412
61.45
Road D
2100
129066
61.46
Road E
8800
540848
61.46
Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification- over granular surfaces treated with primer
(Morth No. 111, 112, 501, 502, 900)
1
-
-
Road B
7700
92785
12.05
Road C
560
6748
12.05
Road D
2100
25305
12.05
Road E
8800
106040
12.05
Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification - over bituminous surfaces
(Morth No. 111, 112, 501, 502, 900)
1
-
-
Road A
18097.5
305666
16.89
Road C
30240
510451
16.88
Road D
10500
177345
16.89
Bituminous Macadam Providing and laying bituminous macadam with Hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504 of MORTH Specification - Grading II (Table 500-7).
(Morth No. 111, 112, 501, 504, 900)
1
-
-
Road A
904.88
5930547
6553.96
Road C
301
1972741
6553.96
Road D
525
3440829
6553.96
Bituminous Macadam Providing and laying bituminous macadam with Hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30), transported to site, laid over a previously prepared surface using manual labour to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504 of MORTH Specification - Grading II (Table 500-7) for patch work.
(Morth No. 111, 112, 501, 504, 900, 3004)
1
-
-
Road A
74.5
455094
6108.65
Road C
108.72
678279
6238.77
Road D
46.48
277396
5968.09
Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment,rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification complete in all respects - Grading II
(Morth No. 111, 112, 501, 507,900)
1
-
-
Road A
542.93
4541012
8363.9
Road B
231
1932060
8363.9
Road C
1232
10304324
8363.9
Road D
504
4215405
8363.9
Road E
264
2208069
8363.9
Excavation for Roadway and drainage
Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification.Making up berms using carted earth with an average lead 2 Km.
(Morth No. 112, 301, 305, 900)
1
-
-
Road A
660
83391
126.35
Road C
1273.5
160906
126.35
Dense Graded Bituminous Macadam (Table - 500-10) Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade- 30) at percentage specified by Job Mix Formula by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolled as per clause 501.6 and 501.7 to achieve the desired compaction, as per clause No.505 of MoRTH specification Grading II 50mm thick
(Morth No. 111, 112, 501, 505, 900)
1
-
-
Road B
500.5
3880456
7753.16
Road E
572.01
4434885
7753.16
Dense Graded Bituminous Macadam (Table - 500-10) Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade- 30) at percentage specified by Job Mix Formula by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolled as per clause 501.6 and 501.7 to achieve the desired compaction, as per clause No.505 of MoRTH specification Grading I 75mm thick
(Morth No. 111, 112, 501, 505, 900)
1
-
-
Road D
178.5
1287670
7213.84
UPKEEING ROAD A
1
-
-
Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification. Making up berms
(Morth No. 111, 112, 301, 305,900)
1
-
-
I st Year
611.4
68103
111.39
Ii nd Year
611.4
68103
111.39
II rd Year
611.4
68103
111.39
IV th Year
611.4
68103
111.39
V th Year
611.4
68103
111.39
Clearing of Minor Bridges/Culvert Vent Clearence and as directed by the departmental officers etc Complete.
1
-
-
I st Year
4
2800
700
Ii nd Year
4
2800
700
II rd Year
4
2800
700
IV th Year
4
2800
700
V th Year
4
2800
700
Painting km & hm Stones and as directed by the departmental officers etc Complete.
1
-
-
I st Year
3.72
431
116
Ii nd Year
3.72
431
116
II rd Year
3.72
431
116
IV th Year
3.72
431
116
V th Year
3.72
431
116
Lettering the existing KM stone 10CM and as directed by the departmental officers etc Complete.
1
-
-
I st Year
27
172
6.4
Ii nd Year
27
172
6.4
II rd Year
27
172
6.4
IV th Year
27
172
6.4
V th Year
27
172
6.4
Lettering the existing KM stone 15CM and as directed by the departmental officers etc Complete.
1
-
-
I st Year
6
57
9.6
Ii nd Year
6
57
9.6
II rd Year
6
57
9.6
IV th Year
6
57
9.6
V th Year
6
57
9.6
Lettering the existing HM stone 10cm and as directed by the departmental officers etc Complete.
1
-
-
I st Year
44
281
6.4
Ii nd Year
44
281
6.4
II rd Year
44
281
6.4
IV th Year
44
281
6.4
V th Year
44
281
6.4
Lettering the existing HM stone 15 cm and as directed by the departmental officers etc Complete.
4
-
-
I st Year
11
105
9.6
Ii nd Year
11
105
9.6
II rd Year
11
105
9.6
IV th Year
11
105
9.6
V th Year
11
105
9.6
Painting of Parapets of Culverts and Minor Bridges and as directed by the departmental officers etc Complete.
1
-
-
I st Year
26.8
423
15.8
Ii nd Year
26.8
423
15.8
II rd Year
26.8
423
15.8
IV th Year
26.8
423
15.8
V th Year
26.8
423
15.8
Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification - over bituminous surfaces
1
-
-
IV th Year
504
8512
16.89
V th Year
840
14187
16.89
Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment,rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification complete in all respects - Grading II
(Morth No. 111, 112, 501, 507,900)
1
-
-
IV th Year
15.12
123511
8168.77
V th Year
25.2
205853
8168.77
UPKEEING ROAD B
1
-
-
Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification. Making up berms
(Morth No. 111, 112, 301, 305,900)
1
-
-
I st Year
308
34308
111.39
Ii nd Year
308
34308
111.39
II rd Year
308
34308
111.39
IV th Year
308
34308
111.39
V th Year
308
34308
111.39
Clearing of Minor Bridges/Culvert Vent Clearence and as directed by the departmental officers etc Complete.
1
-
-
I st Year
5
3500
700
Ii nd Year
5
3500
700
II rd Year
5
3500
700
IV th Year
5
3500
700
V th Year
5
3500
700
Painting km & hm Stones and as directed by the departmental officers etc Complete.
1
-
-
I st Year
2.58
299
116
Ii nd Year
2.58
299
116
II rd Year
2.58
299
116
IV th Year
2.58
299
116
V th Year
2.58
299
116
Lettering the existing KM stone 10CM and as directed by the departmental officers etc Complete.
1
-
-
I st Year
27
172
6.4
Ii nd Year
27
172
6.4
II rd Year
27
172
6.4
IV th Year
27
172
6.4
V th Year
27
172
6.4
Lettering the existing KM stone 15CM and as directed by the departmental officers etc Complete.
1
-
-
I st Year
6
57
9.6
Ii nd Year
6
57
9.6
II rd Year
6
57
9.6
IV th Year
6
57
9.6
V th Year
6
57
9.6
Lettering the existing HM stone 10cm and as directed by the departmental officers etc Complete.
1
-
-
I st Year
56
358
6.4
Ii nd Year
56
358
6.4
II rd Year
56
358
6.4
IV th Year
56
358
6.4
V th Year
56
358
6.4
Lettering the existing HM stone 15 cm and as directed by the departmental officers etc Complete.
1
-
-
I st Year
14
134
9.6
Ii nd Year
14
134
9.6
II rd Year
14
134
9.6
IV th Year
14
134
9.6
V th Year
14
134
9.6
Painting of Parapets of Culverts and Minor Bridges and as directed by the departmental officers etc Complete.
1
-
-
I st Year
33
521
15.8
Ii nd Year
33
521
15.8
II rd Year
33
521
15.8
IV th Year
33
521
15.8
V th Year
33
521
15.8
Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification - over bituminous surfaces
1
-
-
IV th Year
231
3901
16.89
V th Year
385
6502
16.89
Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment,rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification complete in all respects - Grading II
(Morth No. 111, 112, 501, 507,900)
1
-
-
IV th Year
6.93
56225
8113.31
V th Year
11.55
93708
8113.31
UPKEEING ROAD C
1
-
-
Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification. Making up berms
(Morth No. 111, 112, 301, 305,900)
1
-
-
I st Year
674
75076
111.39
Ii nd Year
674
75076
111.39
II rd Year
674
75076
111.39
IV th Year
674
75076
111.39
V th Year
674
75076
111.39
Clearing of Minor Bridges/Culvert Vent Clearence and as directed by the departmental officers etc Complete.
1
-
-
I st Year
8
5600
700
Ii nd Year
8
5600
700
II rd Year
8
5600
700
IV th Year
8
5600
700
V th Year
8
5600
700
Painting km & hm Stones and as directed by the departmental officers etc Complete.
1
-
-
I st Year
7.88
914
116
Ii nd Year
7.88
914
116
II rd Year
7.88
914
116
IV th Year
7.88
914
116
V th Year
7.88
914
116
Lettering the existing KM stone 10CM and as directed by the departmental officers etc Complete.
1
-
-
I st Year
27
172
6.4
Ii nd Year
27
172
6.4
II rd Year
27
172
6.4
IV th Year
27
172
6.4
V th Year
27
172
6.4
Lettering the existing KM stone 15CM and as directed by the departmental officers etc Complete.
1
-
-
I st Year
6
57
9.6
Ii nd Year
6
57
9.6
II rd Year
6
57
9.6
IV th Year
6
57
9.6
V th Year
6
57
9.6
Lettering the existing HM stone 10cm and as directed by the departmental officers etc Complete.
1
-
-
I st Year
56
358
6.4
Ii nd Year
56
358
6.4
II rd Year
56
358
6.4
IV th Year
56
358
6.4
V th Year
56
358
6.4
Lettering the existing HM stone 15 cm and as directed by the departmental officers etc Complete.
1
-
-
I st Year
14
134
9.6
Ii nd Year
14
134
9.6
II rd Year
14
134
9.6
IV th Year
14
134
9.6
V th Year
14
134
9.6
Painting of Parapets of Culverts and Minor Bridges and as directed by the departmental officers etc Complete.
1
-
-
I st Year
53.6
846
15.8
Ii nd Year
53.6
846
15.8
II rd Year
53.6
846
15.8
IV th Year
53.6
846
15.8
V th Year
53.6
846
15.8
Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification - over bituminous surfaces
1
-
-
IV th Year
924
15597
16.88
V th Year
1540
25995
16.88
Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment,rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification complete in all respects - Grading II
(Morth No. 111, 112, 501, 507,900)
1
-
-
IV th Year
27.72
230017
8297.89
V th Year
46.2
383362
8297.89
UPKEEING ROAD D
1
-
-
Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification. Making up berms
(Morth No. 111, 112, 301, 305,900)
1
-
-
I st Year
438.5
48844
111.39
Ii nd Year
438.5
48844
111.39
II rd Year
438.5
48844
111.39
IV th Year
438.5
48844
111.39
V th Year
438.5
48844
111.39
Clearing of Minor Bridges/Culvert Vent Clearence and as directed by the departmental officers etc Complete.
1
-
-
I st Year
4
2800
700
Ii nd Year
4
2800
700
II rd Year
4
2800
700
IV th Year
4
2800
700
V th Year
4
2800
700
Painting km & hm Stones and as directed by the departmental officers etc Complete.
1
-
-
I st Year
3.15
365
116
Ii nd Year
3.15
365
116
II rd Year
3.15
365
116
IV th Year
3.15
365
116
V th Year
3.15
365
116
Lettering the existing KM stone 10CM and as directed by the departmental officers etc Complete.
1
-
-
I st Year
27
172
6.4
Ii nd Year
27
172
6.4
II rd Year
27
172
6.4
IV th Year
27
172
6.4
V th Year
27
172
6.4
Lettering the existing KM stone 15CM and as directed by the departmental officers etc Complete.
1
-
-
I st Year
6
57
9.6
Ii nd Year
6
57
9.6
II rd Year
6
57
9.6
IV th Year
6
57
9.6
V th Year
6
57
9.6
Lettering the existing HM stone 10cm and as directed by the departmental officers etc Complete.
1
-
-
I st Year
56
358
6.4
Ii nd Year
56
358
6.4
II rd Year
56
358
6.4
IV th Year
56
358
6.4
V th Year
56
358
6.4
Lettering the existing HM stone 15 cm and as directed by the departmental officers etc Complete.
1
-
-
I st Year
14
134
9.6
Ii nd Year
14
134
9.6
II rd Year
14
134
9.6
IV th Year
14
134
9.6
V th Year
14
134
9.6
Painting of Parapets of Culverts and Minor Bridges and as directed by the departmental officers etc Complete.
1
-
-
I st Year
26.8
423
15.8
Ii nd Year
26.8
423
15.8
II rd Year
26.8
423
15.8
IV th Year
26.8
423
15.8
V th Year
26.8
423
15.8
Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification - over bituminous surfaces
1
-
-
IV th Year
378
6384
16.89
V th Year
630
10640
16.89
Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment,rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification complete in all respects - Grading II
(Morth No. 111, 112, 501, 507,900)
1
-
-
IV th Year
11.34
91100
8033.51
V th Year
18.9
151833
8033.51
UPKEEING ROAD E
1
-
-
Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification. Making up berms
(Morth No. 111, 112, 301, 305,900)
1
-
-
I st Year
274
30520
111.39
Ii nd Year
274
30520
111.39
II rd Year
274
30520
111.39
IV th Year
274
30520
111.39
V th Year
274
30520
111.39
Clearing of Minor Bridges/Culvert Vent Clearence and as directed by the departmental officers etc Complete.
1
-
-
I st Year
4
2800
700
Ii nd Year
4
2800
700
II rd Year
4
2800
700
IV th Year
4
2800
700
V th Year
4
2800
700
Painting km & hm Stones and as directed by the departmental officers etc Complete.
1
-
-
I st Year
2.96
343
116
Ii nd Year
2.96
343
116
II rd Year
2.96
343
116
IV th Year
2.96
343
116
V th Year
2.96
343
116
Lettering the existing KM stone 10CM and as directed by the departmental officers etc Complete.
1
-
-
I st Year
27
172
6.4
Ii nd Year
27
172
6.4
II rd Year
27
172
6.4
IV th Year
27
172
6.4
V th Year
27
172
6.4
Lettering the existing KM stone 15CM and as directed by the departmental officers etc Complete.
1
-
-
I st Year
6
57
9.6
Ii nd Year
6
57
9.6
II rd Year
6
57
9.6
IV th Year
6
57
9.6
V th Year
6
57
9.6
Lettering the existing HM stone 10cm and as directed by the departmental officers etc Complete.
1
-
-
I st Year
56
358
6.4
Ii nd Year
56
358
6.4
II rd Year
56
358
6.4
IV th Year
56
358
6.4
V th Year
56
358
6.4
Lettering the existing HM stone 15 cm and as directed by the departmental officers etc Complete.
1
-
-
I st Year
14
134
9.6
Ii nd Year
14
134
9.6
II rd Year
14
134
9.6
IV th Year
14
134
9.6
V th Year
14
134
9.6
Painting of Parapets of Culverts and Minor Bridges and as directed by the departmental officers etc Complete.
1
-
-
I st Year
26.8
423
15.8
Ii nd Year
26.8
423
15.8
II rd Year
26.8
423
15.8
IV th Year
26.8
423
15.8
V th Year
26.8
423
15.8
Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification - over bituminous surfaces
1
-
-
IV th Year
264
4458
16.89
V th Year
440
7431
16.89
Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment,rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification complete in all respects - Grading II
(Morth No. 111, 112, 501, 507,900)
1
-
-
IV th Year
7.92
64140
8098.53
V th Year
13.2
106900
8098.53
SUB ESTIMATE
1
-
-
Earthwork excavation in all classes of soils except hard rock requiring, blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, Trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials, etc, complete as per standard specification for foundation.
(Morth No. 111, 112, 304)
1
-
-
Road B
144.56
10567
73.1
Road D
181.13
13240
73.1
Road E
131.22
9592
73.1
Filling with clean dry river Quarry Dust including cost and conveyance of of all materials to worksite including labour charges for filling laying compacting by manual labour under optimum moisture content to get the maximum density flooding with water as layers inclusive and all other incidental charges such as baling out water forming protective bunds, Coffer dams etc., complete
(Morth No. 111, 112)
1
-
-
Road B
8.97
1861
207.5
Road D
31.5
5433
172.5
Supply and fabrication of steel Grade Fe-500 required for all RCC items of works involved in the schedule including cost of steel cost of fabrication labour charges for cleaning the bars straightening cutting bending tying grills hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire provision of spacer bars, cover blocks and all other incidental charges etc. complete as per standard specification
(Morth No. 1000, 1500, 1600, 900)
1
-
-
Road B
1.46
101981
69850
Gravel Filling/Quarry Dust behind the abutments and Wings with Clean Good gritty Gravel/Quarry Dust including cost and conveyance to site including labour charges for filling in layers watering tamping under optimum moisture content to get the maximum density including of all other incidental charges etc., complete
(Morth No. 304, 900)
1
-
-
Road B
123.75
29143
235.5
Road E
151.88
35767
235.5
Plain Cement Concrete M15 mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, complying to the required standard and specifications including cost and formwork, mixing, laying, compacting using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges such as bailing out water wherever necessary forming protective bunds coffer dams etc., complete for Foundation/Below Sill Level
(Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900)
1
-
-
Road B
85.58
412629
4821.56
Road E
101.66
488792
4808.11
Vibrated Cement Concrete M15 mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cement complying to the required standard and specifications including cost and formwork, mixing, laying, compacting using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges such as bailing out water wherever necessary forming protective bunds coffer dams etc., complete for Above Sill Level
(Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900)
1
-
-
Road B
74.25
472819
6367.94
Road E
91.13
579096
6354.62
Plain Cement Concrete M15 mix using 20mm ISS HBG metal including cost and conveyance of all materials to site, complying to the required standard and specifications including cost and formwork, mixing, laying, compacting using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges such as bailing out water wherever necessary forming protective bunds coffer dams etc., complete for Foundation/Below Sill Level
(Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900)
1
-
-
Road D
31.5
166477
5285
Vibrated Cement Concrete M15 mix using 20mm ISS HBG metal including cost and conveyance of all materials to site, including cement complying to the required standard and specifications including cost and formwork, mixing, laying, compacting using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges such as bailing out water wherever necessary forming protective bunds coffer dams etc., complete for Above Sill Level
(Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900)
1
-
-
Road D
33.75
331661
9827
Vibrated Reinforced Cement concrete M30 grade (Design mix) Using ISS size hard granite metal broken graded metal including cost and conveyance of all materials to site cost of premoulded expansion joints and fixing the same in position including cost and labour charges for formwork, labour charges for laying compacting curing, including all incidental charges etc., complete for Box Culvert
(Morth No.111, 112, 1000, 1500, 1600, 1700, 2700)
1
-
-
Road B
17.41
167344
9612
Calculation of SubTotal, GST and Total Amount carried out by system automatically
-
-
-
Basic cost of value put to tender as per estimate
1
-
64071362
Add GST at 12%
1
-
7688563
Total Value put to Tender
1
-
71759925
Differnce Amount (Excess/less)
1
-
-
Quoted Amount (Basic Rate Only)
1
-
-
Add GST at 12% of Quoted Amount
1
-
-
Total Value of Quoted Amount including 12% of GST
1
-
-
Basic cost of value put to tender as per Estimate
-
64071362
-
Quoted Rate in Figures (Total Value of Quoted Amount Including 12% of GST )
-
-
-
Evaluation Notes How It Works ?
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