Highways Department Tender
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Highways Department Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date
7 Sep 2019Closing Date
9 Oct 2019Tender Amount
₹ 7,23,05,139Costs
EMD
₹ 3,80,000Document Cost
Refer DocumentsTender Fee
Refer Documents
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_137018_1Bid Award Id
ViewTender No
TN12-2019-20-HDO-Dt.26.08.2019Tender 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
BOQ Items
Road C
2575
-
12.99
Road D
2745
-
12.99
Excavation including removal and satisfactory disposal of all materials 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 for Box Cutting for Widening Portion and as per MORTH No. 111, 112, 301, 302.
-
-
-
Road A
1016.94
-
73.1
Road B
927.18
-
73.1
Road C
1171.2
-
73.1
Road D
1339.56
-
73.1
Providing and Laying Granular Sub-Base Grade- V consisting of well graded Material confirming to the grading given in Table No.400-1, 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 roller to achieve the desired density, etc., complete as directed by the Engineer. as per MORTH No. 111, 112, 401, 900.
-
-
-
Road A
542.5
-
1346.33
Road B
493.68
-
1341.93
Road C
523.51
-
1377.13
Road D
596.75
-
1385.93
Providing and Laying Wet Mix Macadam consisting of clean crushed aggregates confirming to the grading given in Table No.400-13, 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 on well prepared surface and compacting with vibratory roller to achieve the desired density, etc., complete as directed by the Engineer. as per MORTH No. 111, 112, 406, 900.
-
-
-
Road A
1625
-
1642.32
Road B
1478.75
-
1642.32
Road C
1573.75
-
1642.32
Road D
1787.5
-
1642.32
Providing and applying Prime Coat over granular Base with bitumen emulsion (SS-I type) on prepared surface including preparing the road surface and spraying the primer at the rate of 0.70 kg / sqm using bitumen sprayer as directed by the Engineer - over WMM as per MORTH No. 111, 112, 502, 900
-
-
-
Road A
11000
-
61.16
Road B
10010
-
61.16
Road C
10615
-
61.18
Road D
12100
-
61.17
Providing and applying Tack Coat over granular surface treated with primer using Bitumen Emulsion (RS-I type) with mechanical sprayer at the rate of 0.25 kg per sqm as directed by the Engineer as per MORTH No.111,112,503,900.
-
-
-
Road A
11000
-
11.94
Road B
10010
-
11.94
Road C
10615
-
11.95
Road D
12100
-
11.95
Providing and applying Tack Coat over existing bituminous surfaces with Bitumen Emulsion (RS-I type) using mechanical sprayer at the rate of 0.20 kg per sqm on the prepared bituminous surface as directed by the Engineer as per MORTH No. 111, 112, 503, 900
-
-
-
Road E
26437.5
-
16.81
Road F
7500
-
16.81
Providing and laying Bituminous Macadam which work shall consist of construction, using crushed aggregates, premixed with VG 30 Grade Bitumen at the rate of 3.40% by weight of the total mix confirming to the aggregates and binder as per table no.500-7 using the Mini Hot mix plant, transporting the mix to the worksite, laying manually and compaction with smooth wheeled roller in accordance with the requirements of the specification and in conformity with the drawing as directed by the Engineer as per MORTH No. 111, 112, 501, 504 900 For attending the Patches
-
-
-
Road F
27.8
-
6201.9
Providing and laying Bituminous Macadam which work shall consist of construction, using crushed aggregates, premixed with VG 30 Grade Bitumen at the rate of 3.40% by weight of the total mix confirming to the aggregates and binder as per table no.500-7 in the Hot mix plant, transporting the mix to the worksite, laying with paver finisher and compaction with smooth wheeled and vibratory roller in accordance with the requirements of the specification and in conformity with the drawing as directed by the Engineer for BM (Grade-II) as per MORTH No. 111, 112, 504 900
-
-
-
Road A
550
-
6383.84
Road B
500.5
-
6383.84
Road C
530.75
-
6383.84
Road D
605
-
6383.84
Road E
309.14
-
6383.84
Providing and laying Bituminous Concrete which work shall consist of construction using coarse aggregates (Table 500-17) premixed with VG 30 Grade Bitumen confirming to the aggregates and binder as per the job mix formula in the Hot mix plant, transporting the mix to the worksite, laying with paver finisher and compaction with smooth wheeled and vibratory roller in accordance with the requirements of the specification and in conformity with the drawing as directed by the Engineer for BC (Grade-II) as per MORTH No. 111, 112, 507, 900
-
-
-
Road A
330
-
8170.63
Road B
300.3
-
8170.63
Road C
318.45
-
8170.63
Road D
363
-
8170.63
Road E
1057.5
-
8170.63
BC Gr.II Using Plastic Waste
Providing and laying Bituminous Concrete Grade-II using plastic waste which work shall consist of construction using coarse aggregates (Table 500-17) premixed with VG 30 grade Bitumen (47.28kg) and shredded plastic 6% of bitumen quantity (3.02Kg), confirming to the aggregates and binder as per the Job mix formula in the Hot Mix plant, transporting the mix to the worksite, laying with paver finisher and compaction with smooth wheeled and vibratory roller in accordance with the requirements of the specification and in conformity with the drawing as directed by the Engineer for BC Gr.II vide specification clause 111,112, 507,900 and IRC SP 98-2013.
-
-
-
Road F
300
-
8047.05
Refilling the shoulders with available cut earth at the site including spreading, watering & consolidation by power roller complete as directed by the Engineer
-
-
-
Road A
400
-
17.89
Road B
364
-
17.89
Road C
386
-
17.89
Road D
440
-
17.89
Providing and laying hot applied thermoplastic compound 2.50mm thick including reflectoring glass beeds @ 250gms per sqm area thickness of 2.5mm is exclusive of surface applied glass beads as per IRC : 35 the finished surface to be level uniform and free streaks & holes etc., complete as per MORT&H Specification No 111,112,803,900
-
-
-
Road A
21
-
805
Road E
233.4
-
805
Earthwork excavation in all classes of soil in layers not exceeding the limits as specified in the specifications including laying etc., complete as directed by the Engineer for forming the shoulders as per MORTH No.111, 112, 305 ,900
-
-
-
Road E
780
-
77.9
Road F
400
-
77.9
Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits including all labour, materials, tools, equipment, safe guards, incidental necessary to complete the work as directed by the Engineer for PCC as per MORTH No.111,112,202
-
-
-
Road A
43.67
-
289
Road B
11.74
-
289
Road C
93.74
-
289
Road D
35.16
-
289
Earth work excavation in all classes of soils except soft rock / disintegrated rock not requiring blasting and depositing on bank with all leads and lifts as per SS 20B including cost of all labour, equipments and all incidental charges such as baling of water, providing and maintaining necessary cofferdams, sheetings, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation, back filling and cleaning the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF ABUTMENTS, PIERS AND WINGS. as per MORTH No. 111, 112, 304.
-
-
-
Road A
125.59
-
146.2
Road B
30.56
-
146.2
Road C
337.51
-
146.2
Road D
230.28
-
146.2
Cement Concrete M15 Grade ( Nominal mix) using 40mm ISS HGB metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and incidental charges such as sheeting shoring and bracing and their subsequent removal etc., complete as per standard specification for leveling course and Parapet.
-
-
-
Road D
16.55
-
5038.78
Vibrated Reinforement Cement Concrete M25 Grade ( Design mix) using ISS HGB metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and incidental charges such as sheeting shoring and bracing and their subsequent removal etc., complete as per standard specification for bottom slab for km 3/8 box culvert)
-
-
-
Road D
15.12
-
6913.81
Vibrated Reinforement Cement Concrete M25 Grade ( Design mix) using ISS HGB metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and incidental charges such as sheeting shoring and bracing and their subsequent removal etc., complete as per standard specification for Above sill (Box culvert)
-
-
-
Road D
25.86
-
10072.71
Vibrated Reinforement Cement Concrete M25 Grade ( Design mix) using ISS HGB metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and incidental charges such as sheeting shoring and bracing and their subsequent removal etc., complete as per standard specification for Approach slab. (Box culvert)
-
-
-
Road D
3.44
-
7257.81
Vibrated Cement Concrete M15 (Nominal Mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement, centering, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and employed etc., complete as per relevant standard specifications as directed by the Engineer for as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2100 (Below Sill Level)
-
-
-
Road A
39.24
-
5302.72
Road B
10.4
-
5289.44
Road C
93.34
-
5297.57
Road D
51.54
-
5321.29
Vibrated Cement Concrete M15 (Nominal Mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement, centering, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths , tools and plants and employed etc., complete as per relevant standard specifications as directed by the Engineer for as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2200 (Above Sill Level)
-
-
-
Road A
41.58
-
5362.58
Road B
11.2
-
5349.44
Road C
99.29
-
5357.57
Road D
27.03
-
5379.76
Vibrated Reinforced Cement concrete M30 (Design mix) WEARING COAT 75mm thickness using IRC size HBG graded metal with M - Sand including cost and conveyance of all materials to site excluding cost for fabrication of steel but including cost of cement, premoulded expansion joints and fixing the same in position including formwork and centering labour charges for laying, compacting finishing curing including all other incidental charges etc.complete Over Deck Slab / Appraoch Slab as per MORTH No.111,112, 2702, 900
-
-
-
Road D
28.86
-
515.3
Supply and fabrication of Fe 500 Steel required for all RCC items of works involved in the schedule including cost of steel and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including over lapping to the required length wherever necessary and providing to the reinforcement 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 directed by the Engineer as per MORTH No. 111, 112, 900, 1000
-
-
-
Road D
3.18
-
69850
Supply of NP3 class RCC pipe with flush joint to a size of 1000mm inner diameter with wall thickness 115mm. to a length of 2.5m in RCC M35 with reinforcement as per table 5 of IS :458:2003 to a ultimate load capacity of 71.58 KN/Linear meter including cost of conveyance of all materials and steel including moulding charges, all labour charge, hire charges for all T & P including conveyance and supply of pipe to worksite and other incidental charges etc., as per the specification IS : 458:2003 as per MORTH No. 111, 112, 2900, 900
-
-
-
Road A
40
-
3700
Road B
10
-
3700
Road C
110
-
3700
Road D
30
-
3700
Hoisting and fixing of 1000 mm dia NP3 pipes to proper gradient including labour and all other incidental charges as directed by the Engineer as per MORTH No.2905
-
-
-
Road A
40
-
197
Road B
10
-
197
Road C
110
-
197
Road D
30
-
197
Filling behind Abutments and wings with Quarry dust including cost and conveyance of quarry dust to work site,laying,handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc,complete for filling behind the abutment and wings as per MORTH No.
-
-
-
Road A
80.05
-
244.37
Road B
27.26
-
238.5
Road C
173.56
-
287.99
Road D
68.11
-
300.3
Providing and laying Carted Earth having minimum CBR of 8 with an additional lead of 5 km including conveyance, laying, watering and consolidation etc., complete as directed by the Engineer for forming the shoulders as per MORTH No.111, 112, 305, 900
-
-
-
Road D
19.8
-
150.02
Upkeeping the Earthen Drain by earthwork excavation in all classes of soil except soft rock not requiring blasting and depositing with all leads and lift as per SS 20B including cost of labour, equipment and all other incidental charges etc., complete as directed by the departmental officer as per MORT&H specification 111,112,301.
-
-
-
For I st Year
-
-
-
Road A
90
-
73.1
Road B
90
-
73.1
Road C
90
-
73.1
Road D
90
-
73.1
Road E
180
-
73.1
Road F
90
-
73.1
For II nd Year
-
-
-
Road A
90
-
73.1
Road B
90
-
73.1
Road C
90
-
73.1
Road D
90
-
73.1
Road E
270
-
73.1
Road F
90
-
73.1
For III rd Year
-
-
-
Road A
90
-
73.1
Road B
90
-
73.1
Road C
90
-
73.1
Road D
90
-
73.1
Road E
270
-
73.1
Road F
90
-
73.1
For IV th Year
-
-
-
Road A
90
-
73.1
Road B
90
-
73.1
Road C
90
-
73.1
Road D
90
-
73.1
Road E
270
-
73.1
Road F
135
-
73.1
For V th Year
-
-
-
Road A
90
-
73.1
Road B
90
-
73.1
Road C
90
-
73.1
Road D
90
-
73.1
Road E
225
-
73.1
Road F
146.25
-
73.1
Making up of low berms by earthwork excavation in all classes of soil and depositing with all leads and lift as per SS 20B including cost of labour, equipment and all other incidental charges etc., complete as directed by the departmental officer as per MORT&H specification 111,112,305
-
-
-
For I st Year
-
-
-
Road A
270
-
73.1
Road B
270
-
73.1
Road C
270
-
73.1
Road D
270
-
73.1
Road E
1080
-
73.1
Road F
22.5
-
73.1
For II nd Year
-
-
-
Road A
270
-
73.1
Road B
270
-
73.1
Road C
270
-
73.1
Road D
270
-
73.1
Road E
990
-
73.1
Road F
22.5
-
73.1
For III rd Year
-
-
-
Road A
270
-
73.1
Road B
270
-
73.1
Road C
270
-
73.1
Road D
270
-
73.1
Road E
990
-
73.1
Road F
22.5
-
73.1
For IV th Year
-
-
-
Road A
360
-
73.1
Road B
270
-
73.1
Road C
360
-
73.1
Road D
360
-
73.1
Road E
1170
-
73.1
Road F
157.5
-
73.1
For V th Year
-
-
-
Road A
360
-
73.1
Road B
270
-
73.1
Road C
360
-
73.1
Road D
360
-
73.1
Road E
1215
-
73.1
Road F
78.75
-
73.1
Removing the high berms in builtup area by Earthwork Excavation in all classes of soil including labour charges for removing the earth and disposing the surplus earth to near by low lying area including cost of labour, equipment and all other incidental charges etc., complete as directed by the departmental officer as per MORT&H specification 111,112,305
-
-
-
For I st Year
-
-
-
Road A
90
-
73.1
Road B
90
-
73.1
Road C
90
-
73.1
Road D
90
-
73.1
Road E
1260
-
73.1
Road F
180
-
73.1
For II nd Year
-
-
-
Road A
90
-
73.1
Road B
90
-
73.1
Road C
90
-
73.1
Road D
90
-
73.1
Road E
1440
-
73.1
Road F
180
-
73.1
For III rd Year
-
-
-
Road A
90
-
73.1
Road B
90
-
73.1
Road C
90
-
73.1
Road D
90
-
73.1
Road E
1440
-
73.1
Road F
180
-
73.1
For IV th Year
-
-
-
Road A
90
-
73.1
Road B
135
-
73.1
Road C
90
-
73.1
Road D
90
-
73.1
Road E
1620
-
73.1
Road F
180
-
73.1
For V th Year
-
-
-
Road A
90
-
73.1
Road B
112.5
-
73.1
Road C
90
-
73.1
Road D
90
-
73.1
Road E
1440
-
73.1
Road F
180
-
73.1
Clearing the Light Jungle including all labour charges for clearing the site etc., complete as per standard specification as directed by the departmental officer as per MORT&H specification 201.
-
-
-
For I st Year
-
-
-
Road A
1800
-
3.9
Road B
1480
-
3.9
Road C
1800
-
3.9
Road D
1800
-
3.9
Road E
5320
-
3.9
Road F
1140
-
3.9
For II nd Year
-
-
-
Road A
1800
-
3.9
Road B
1480
-
3.9
Road C
1800
-
3.9
Road D
1800
-
3.9
Road E
5960
-
3.9
Road F
1140
-
3.9
For III rd Year
-
-
-
Road A
1800
-
3.9
Road B
1480
-
3.9
Road C
1800
-
3.9
Road D
1800
-
3.9
Road E
5960
-
3.9
Road F
1140
-
3.9
For IV th Year
-
-
-
Road A
1800
-
3.9
Road B
1800
-
3.9
Road C
1800
-
3.9
Road D
1800
-
3.9
Road E
5960
-
3.9
Road F
1140
-
3.9
For V th Year
-
-
-
Road A
1800
-
3.9
Road B
1800
-
3.9
Road C
1800
-
3.9
Road D
1800
-
3.9
Road E
5960
-
3.9
Road F
1140
-
3.9
Clearance of Vent ways for Bridges / Culverts / Causeways by engaging JCB including cost of labour, fuel charges etc., complete for free flow of water in the vent way portion without any obstruction during rainy season as directed by the departmental officer
-
-
-
For I st Year
-
-
-
Road A
6
-
700
Road B
6
-
700
Road C
6
-
700
Road D
6
-
700
Road E
12
-
700
Road F
4
-
700
For II nd Year
-
-
-
Road A
6
-
700
Road B
6
-
700
Road C
6
-
700
Road D
6
-
700
Road E
12
-
700
Road F
4
-
700
For III rd Year
-
-
-
Road A
6
-
700
Road B
6
-
700
Road C
6
-
700
Road D
6
-
700
Road E
12
-
700
Road F
4
-
700
For IV th Year
-
-
-
Road A
6
-
700
Road B
6
-
700
Road C
6
-
700
Road D
6
-
700
Road E
12
-
700
Road F
4
-
700
For V th Year
-
-
-
Road A
6
-
700
Road B
6
-
700
Road C
6
-
700
Road D
6
-
700
Road E
12
-
700
Road F
4
-
700
Painting two coats with approved first quality readymixed enamel paint of KM, HM stones, Guard / Boundary stones, Centre median & EB Post of old plasterd surface including cost of paint, labour charges, brush and all other incidental items including lettering etc., complete as directed by the departmental officer
-
-
-
For I st Year
-
-
-
Road A
51
-
157
Road B
51
-
157
Road C
51
-
157
Road D
51
-
157
Road E
114
-
157
Road F
46.5
-
157
For II nd Year
-
-
-
Road A
51
-
157
Road B
51
-
157
Road C
51
-
157
Road D
51
-
157
Road E
114
-
157
Road F
46.5
-
157
For III rd Year
-
-
-
Road A
51
-
157
Road B
51
-
157
Road C
51
-
157
Road D
51
-
157
Road E
114
-
157
Road F
46.5
-
157
For IV th Year
-
-
-
Road A
61
-
157
Road B
61
-
157
Road C
61
-
157
Road D
61
-
157
Road E
114
-
157
Road F
46.5
-
157
For V th Year
-
-
-
Road A
76
-
157
Road B
76
-
157
Road C
76
-
157
Road D
76
-
157
Road E
108.8
-
157
Road F
49.7
-
157
Providing Tree banding White & Black band of approved first quality readymixed enamel paint including cost of paint, labour charges, brush and all other incidental items including numbering etc., complete as directed by the departmental officer
-
-
-
For I st Year
-
-
-
Road A
66.14
-
75
Road B
66.14
-
75
Road C
66.14
-
75
Road D
99.89
-
75
Road E
320
-
75
Road F
50.65
-
75
For II nd Year
-
-
-
Road A
66.25
-
75
Road B
66.25
-
75
Road C
66.25
-
75
Road D
100
-
75
Road E
320
-
75
Road F
50.65
-
75
For III rd Year
-
-
-
Road A
66.25
-
75
Road B
66.25
-
75
Road C
66.25
-
75
Road D
100
-
75
Road E
320
-
75
Road F
50.65
-
75
For IV th Year
-
-
-
Road A
71.25
-
75
Road B
71.6
-
75
Road C
71.25
-
75
Road D
105
-
75
Road E
320
-
75
Road F
50.65
-
75
For V th Year
-
-
-
Road A
71.4
-
75
Road B
70.75
-
75
Road C
71.25
-
75
Road D
103.3
-
75
Road E
320
-
75
Road F
50.44
-
75
Painting two coats with approved first quality readymixed enamel paint of parapet of Culvert and Bridge of old plasterd surface including cost of paint, labour charges, brush and all other incidental items including lettering etc., complete as directed by the departmental officer
-
-
-
For I st Year
-
-
-
Road A
31.08
-
157
Road B
31.08
-
157
Road C
31.08
-
157
Road D
31.08
-
157
Road E
94.74
-
157
Road F
27.5
-
157
For II nd Year
-
-
-
Road A
31.08
-
157
Road B
31.08
-
157
Road C
31.08
-
157
Road D
31.08
-
157
Road E
94.73
-
157
Road F
22.8
-
157
For III rd Year
-
-
-
Road A
31.08
-
157
Road B
31.08
-
157
Road C
31.08
-
157
Road D
31.08
-
157
Road E
94.73
-
157
Road F
22.8
-
157
For IV th Year
-
-
-
Road A
30.81
-
157
Road B
30.81
-
157
Road C
30.81
-
157
Road D
30.81
-
157
Road E
94.73
-
157
Road F
23
-
157
For V th Year
-
-
-
Road A
43.81
-
157
Road B
43.81
-
157
Road C
43.81
-
157
Road D
46.81
-
157
Road E
94.43
-
157
Road F
22.3
-
157
Providing and applying Tack Coat over existing bituminous surfaces with Bitumen Emulsion (RS-I type) using mechanical sprayer at the rate of 0.20 kg per sqm on the prepared bituminous surface as directed by the Engineer as per MORTH No. 111, 112, 503, 900
-
-
-
For IV th Year
-
-
-
Road A
330
-
16.8
Road B
300.3
-
16.8
Road C
330
-
16.8
Road D
363
-
16.8
Road E
819
-
16.8
Road F
225
-
16.8
For V th Year
-
-
-
Road A
550
-
16.8
Road B
500.5
-
16.8
Road C
550
-
16.8
Road D
605
-
16.8
Road E
1365
-
16.8
Road F
375
-
16.8
Providing and laying Bituminous Concrete which work shall consist of construction using coarse aggregates (Table 500-17) premixed with VG 30 Grade Bitumen confirming to the aggregates and binder as per the job mix formula in the Hot mix plant, transporting the mix to the worksite, laying with paver finisher and compaction with smooth wheeled and vibratory roller in accordance with the requirements of the specification and in conformity with the drawing as directed by the Engineer for BC (Grade-II) as per MORTH No. 111, 112, 507, 900
-
-
-
For IV th Year
-
-
-
Road A
9.9
-
8170.63
Road B
9.01
-
8170.63
Road C
9.9
-
8170.63
Road D
10.89
-
8170.63
Road E
32.76
-
8170.63
Road F
6.75
-
8047.05
For V th Year
-
-
-
Road A
16.5
-
8170.63
Road B
15.02
-
8170.63
Road C
16.5
-
8170.63
Road D
18.15
-
8170.63
Road E
54.6
-
8170.63
Road F
11.25
-
8047.05
Calculation of SubTotal, GST and Total Amount carried out by system automatically
-
-
-
Basic cost of value put to tender as per estimate
1
-
64530294
Add GST at 12%
1
-
7743635
Total Value put to Tender
1
-
72273929
Negotiated Percentage
1
-
-
Final Negotiated Value
1
-
-
Add GST at 12% of Final Negotiated Value
1
-
-
Total Value of Contract Including 12% of GST
1
-
-
Basic cost of value put to tender as per Estimate
-
-
-
Quoted Rate in Figures (Total Value of Contract Including 12% of GST )
-
-
-
Evaluation Notes How It Works ?
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