Highways Department Tender
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Highways Department Tender
Eprocure
Opening Date30 Aug 2019
Closing Date1 Oct 2019
Tender Amount₹ 6,21,37,308
Costs
EMD
₹ 3,22,000Document 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_135895_1Bid Award Id
ViewTender No
TN NO 04.2019.20 HDO.Tender 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
Detail of Document Requied for the Pre Qualification
BOQ Items
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 A
900
-
73.1
Road B
990
-
73.1
Road C
1674
-
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 A
868.5
-
17.89
Road B
639
-
17.89
Road C
579
-
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 A
31.5
-
23.66
Road B
351
-
23.66
Road C
1095
-
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 A
525
-
1519.8
Road B
577.5
-
1506.6
Road C
525
-
1489
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 A
2008.44
-
1767.2
Road B
2200
-
1767.2
Road C
875
-
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 A
11056.25
-
61.47
Road B
12100
-
61.46
Road C
3500
-
61.45
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 A
11056.25
-
12.05
Road B
12100
-
12.05
Road C
3500
-
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 C
7506.25
-
16.89
Road D
11561
-
18.67
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 D
578.05
-
6657.16
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 C
32.47
-
6008.07
Road D
52.02
-
6524.55
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
331.69
-
8363.9
Road B
363
-
8363.9
Road C
330.19
-
8363.9
Road D
462.44
-
8492.9
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 A
552.82
-
7753.16
Road B
605
-
7753.16
Road C
227.5
-
7753.16
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
169.5
-
111.39
Ii nd Year
169.5
-
111.39
II rd Year
169.5
-
111.39
IV th Year
169.5
-
111.39
V th Year
169.5
-
111.39
Clearing of Minor Bridges/Culvert Vent Clearence and as directed by the departmental officers etc Complete.
1
-
-
I st Year
7
-
700
Ii nd Year
7
-
700
II rd Year
7
-
700
IV th Year
7
-
700
V th Year
7
-
700
Painting km & hm Stones and as directed by the departmental officers etc Complete.
1
-
-
I st Year
3.15
-
116
Ii nd Year
3.15
-
116
II rd Year
3.15
-
116
IV th Year
3.15
-
116
V th Year
3.15
-
116
lettering the existing KM stone 10CM and as directed by the departmental officers etc Complete.
1
-
-
I st Year
27
-
6.4
Ii nd Year
27
-
6.4
II rd Year
27
-
6.4
IV th Year
27
-
6.4
V th Year
27
-
6.4
lettering the existing KM stone 15CM and as directed by the departmental officers etc Complete.
1
-
-
I st Year
6
-
9.6
Ii nd Year
6
-
9.6
II rd Year
6
-
9.6
IV th Year
6
-
9.6
V th Year
6
-
9.6
lettering the existing HM stone 10cm and as directed by the departmental officers etc Complete.
1
-
-
I st Year
56
-
6.4
Ii nd Year
56
-
6.4
II rd Year
56
-
6.4
IV th Year
56
-
6.4
V th Year
56
-
6.4
lettering the existing HM stone 15 cm and as directed by the departmental officers etc Complete.
1
-
-
I st Year
14
-
9.6
Ii nd Year
14
-
9.6
II rd Year
14
-
9.6
IV th Year
14
-
9.6
V th Year
14
-
9.6
Painting of Parapets of Culverts and Minor Bridges and as directed by the departmental officers etc Complete.
1
-
-
I st Year
46.9
-
15.8
Ii nd Year
46.9
-
15.8
II rd Year
46.9
-
15.8
IV th Year
46.9
-
15.8
V th Year
46.9
-
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
330
-
16.89
V th Year
550
-
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
9.9
-
8099.78
V th Year
16.5
-
8099.78
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
132
-
111.39
Ii nd Year
132
-
111.39
II rd Year
132
-
111.39
IV th Year
132
-
111.39
V th Year
132
-
111.39
Clearing of Minor Bridges/Culvert Vent Clearence and as directed by the departmental officers etc Complete.
1
-
-
I st Year
6
-
700
Ii nd Year
6
-
700
II rd Year
6
-
700
IV th Year
6
-
700
V th Year
6
-
700
Painting km & hm Stones and as directed by the departmental officers etc Complete.
1
-
-
I st Year
6.3
-
116
Ii nd Year
6.3
-
116
II rd Year
6.3
-
116
IV th Year
6.3
-
116
V th Year
6.3
-
116
lettering the existing KM stone 10CM and as directed by the departmental officers etc Complete.
1
-
-
I st Year
27
-
6.4
Ii nd Year
27
-
6.4
II rd Year
27
-
6.4
IV th Year
27
-
6.4
V th Year
27
-
6.4
lettering the existing KM stone 15CM and as directed by the departmental officers etc Complete.
1
-
-
I st Year
6
-
9.6
Ii nd Year
6
-
9.6
II rd Year
6
-
9.6
IV th Year
6
-
9.6
V th Year
6
-
9.6
lettering the existing HM stone 10cm and as directed by the departmental officers etc Complete.
1
-
-
I st Year
40
-
6.4
Ii nd Year
40
-
6.4
II rd Year
40
-
6.4
IV th Year
40
-
6.4
V th Year
40
-
6.4
lettering the existing HM stone 15 cm and as directed by the departmental officers etc Complete.
1
-
-
I st Year
10
-
9.6
Ii nd Year
10
-
9.6
II rd Year
10
-
9.6
IV th Year
10
-
9.6
V th Year
10
-
9.6
Painting of Parapets of Culverts and Minor Bridges and as directed by the departmental officers etc Complete.
1
-
-
I st Year
40.2
-
15.8
Ii nd Year
40.2
-
15.8
II rd Year
40.2
-
15.8
IV th Year
40.2
-
15.8
V th Year
40.2
-
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
363
-
16.89
V th Year
605
-
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
10.89
-
8132.89
V th Year
18.15
-
8132.89
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
353
-
111.39
Ii nd Year
353
-
111.39
II rd Year
353
-
111.39
IV th Year
353
-
111.39
V th Year
353
-
111.39
Clearing of Minor Bridges/Culvert Vent Clearence and as directed by the departmental officers etc Complete.
1
-
-
I st Year
4
-
700
Ii nd Year
4
-
700
II rd Year
4
-
700
IV th Year
4
-
700
V th Year
4
-
700
Painting km & hm Stones and as directed by the departmental officers etc Complete.
1
-
-
I st Year
3.15
-
116
Ii nd Year
3.15
-
116
II rd Year
3.15
-
116
IV th Year
3.15
-
116
V th Year
3.15
-
116
lettering the existing KM stone 10CM and as directed by the departmental officers etc Complete.
1
-
-
I st Year
27
-
6.4
Ii nd Year
27
-
6.4
II rd Year
27
-
6.4
IV th Year
27
-
6.4
V th Year
27
-
6.4
lettering the existing KM stone 15CM and as directed by the departmental officers etc Complete.
1
-
-
I st Year
6
-
9.6
Ii nd Year
6
-
9.6
II rd Year
6
-
9.6
IV th Year
6
-
9.6
V th Year
6
-
9.6
lettering the existing HM stone 10cm and as directed by the departmental officers etc Complete.
6
-
-
I st Year
56
-
6.4
Ii nd Year
56
-
6.4
II rd Year
56
-
6.4
IV th Year
56
-
6.4
V th Year
56
-
6.4
lettering the existing HM stone 15 cm and as directed by the departmental officers etc Complete.
1
-
-
I st Year
14
-
9.6
Ii nd Year
14
-
9.6
II rd Year
14
-
9.6
IV th Year
14
-
9.6
V th Year
14
-
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
-
15.8
Ii nd Year
26.8
-
15.8
II rd Year
26.8
-
15.8
IV th Year
26.8
-
15.8
V th Year
26.8
-
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
330
-
16.89
V th Year
550
-
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
9.9
-
8068.96
V th Year
16.5
-
8068.96
UPKEEING ROAD D
1
-
-
Clearing of Minor Bridges/Culvert Vent Clearence and as directed by the departmental officers etc Complete.
1
-
-
I st Year
22
-
700
Ii nd Year
22
-
700
II rd Year
22
-
700
IV th Year
22
-
700
V th Year
22
-
700
Painting km & hm Stones and as directed by the departmental officers etc Complete.
1
-
-
I st Year
3.15
-
116
Ii nd Year
3.15
-
116
II rd Year
3.15
-
116
IV th Year
3.15
-
116
V th Year
3.15
-
116
lettering the existing KM stone 10CM and as directed by the departmental officers etc Complete.
1
-
-
I st Year
27
-
6.4
Ii nd Year
27
-
6.4
II rd Year
27
-
6.4
IV th Year
27
-
6.4
V th Year
27
-
6.4
lettering the existing KM stone 15CM and as directed by the departmental officers etc Complete.
1
-
-
I st Year
6
-
9.6
Ii nd Year
6
-
9.6
II rd Year
6
-
9.6
IV th Year
6
-
9.6
V th Year
6
-
9.6
lettering the existing HM stone 10cm and as directed by the departmental officers etc Complete.
1
-
-
I st Year
56
-
6.4
Ii nd Year
56
-
6.4
II rd Year
56
-
6.4
IV th Year
56
-
6.4
V th Year
56
-
6.4
lettering the existing HM stone 15 cm and as directed by the departmental officers etc Complete.
1
-
-
I st Year
14
-
9.6
Ii nd Year
14
-
9.6
II rd Year
14
-
9.6
IV th Year
14
-
9.6
V th Year
14
-
9.6
Painting of Parapets of Culverts and Minor Bridges and as directed by the departmental officers etc Complete.
1
-
-
I st Year
147.4
-
15.8
Ii nd Year
147.4
-
15.8
II rd Year
147.4
-
15.8
IV th Year
147.4
-
15.8
V th Year
147.4
-
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
346.83
-
18.67
V th Year
578.05
-
18.67
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
10.4
-
8630.03
V th Year
17.34
-
8630.03
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 A
546.19
-
73.1
Road B
227.16
-
73.1
Road C
551.43
-
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 A
57.97
-
200.5
Road C
66.94
-
186.5
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 A
1.46
-
69850
Road C
2.92
-
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 A
262.5
-
235.5
Road B
296.25
-
235.5
Road C
225
-
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 A
178.45
-
4832.67
Road B
198.29
-
4840.76
Road C
156.1
-
4785
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 A
157.5
-
6378.71
Road B
204.98
-
6577.43
Road C
135
-
6331.33
Road D
241.09
-
8915.92
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 A
49
-
5357
Road C
49
-
5303
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 A
52.5
-
9899
Road C
52.5
-
9845
Cement concrete normal mix 1:1.5:3 Using 20mm 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 (Morth No.111, 112, 1000, 1500, 1600, 1700, 2700)
1
-
-
Road D
269.55
-
5982.38
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 A
17.41
-
9624
Road C
34.82
-
9571
Calculation of SubTotal, GST and Total Amount carried out by system automatically
-
-
-
Basic cost of value put to tender as per estimate
1
-
55479739
Add GST at 12%
1
-
6657569
Total Value put to Tender
1
-
62137308
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
-
-
-
Quoted Rate in Figures (Total Value of Quoted Amount Including 12% of GST )
-
-
-
Evaluation Notes How It Works ?
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