Highways Department Tender
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Highways Department Tender
Eprocure
Opening Date
30 Aug 2019Closing Date
1 Oct 2019Tender Amount
₹ 6,89,76,566Costs
EMD
₹ 3,55,000Document 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_135900_1Bid Award Id
ViewTender No
TN No.4.2019.20HDO.Dt.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
Other necessary required Documents as per pre qualification Document Volume I
BOQ Items
Road D
144.6
-
102.34
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 D
30.38
-
2115.79
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 D
171.25
-
2455.85
Supplying and laying inter locking rubber moulde paver blocks (heavy Duty) of approved design (made of M30) having thickness of 80mm over the sand filling 20mm with super embedded and skid texture design in the international standard with zig lag design for higher interlocking capacity rate illusive of cost of materials transportation to the side from the factory including all labour charges for laying, shifting, compacting with power vibrator and all taxes etc., complete as per standard specification
1
-
-
Road D
685
-
1039.62
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
16500
-
20.48
Road B
16500
-
20.48
Road C
8800
-
20.48
Road D
13750
-
20.48
Road E
12745.6
-
20.48
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
62
-
7307.24
Road B
64.06
-
7381.4
Road C
42.58
-
7434.26
Road D
33.79
-
7441.82
Road E
43.34
-
7374.45
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
825
-
7489.66
Road B
825
-
7489.66
Road C
440
-
7489.66
Road D
687.5
-
7489.66
Road E
637.76
-
7489.66
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
495
-
9348.78
Road B
495
-
9348.78
Road C
264
-
9348.78
Road E
382.85
-
9348.78
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 USONG PLASTIC WASTE
(Morth No. 111, 112, 501, 507,900)
1
-
-
Road D
412.5
-
9222.98
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 5 Km.
(Morth No. 112, 301, 305, 900)
1
-
-
Road A
370.06
-
225.83
Road B
337.88
-
225.83
Road C
175.06
-
225.83
Road D
237
-
225.83
Road E
231
-
225.83
Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with intial lead and lifts and all other incidental charges such as shoring, strutting, baling out water, forming protective bunds, etc., complete for foundation as per SS 20B . (Morth No. 2903)
1
-
-
Road A
63.89
-
204.68
Road C
42.89
-
204.68
Road E
43.2
-
204.68
Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with intial lead and lifts and all other incidental charges such as shoring, strutting, baling out water, forming protective bunds, etc., complete for cutting high embankment and diposing with an average lead of 5 km
1
-
-
Road B
357.75
-
204.29
Road C
244.56
-
204.29
Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with intial lead and lifts and all other incidental charges such as shoring, strutting, baling out water, forming protective bunds, etc., complete for foundation for drain as per SS 20B .
1
-
-
Road A
16.5
-
102.34
Road B
36
-
102.34
Road C
28.5
-
102.34
Road E
13.5
-
102.34
Vibrated Cement Concrete 1:2:4 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. 1000,1500,1700,2908)
1
-
-
Road A
25.4
-
6237.88
Road B
48.38
-
6333.3
Road C
47.23
-
6365.08
Road D
10.5
-
6369.33
Road E
28.35
-
6297.28
Vibrated Cement Concrete 1:2:4 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 Body wall / above sill (Morth No. 1000,1500,1700,2908)
1
-
-
Road A
68.24
-
8053.17
Road B
139.22
-
7361.39
Road C
135.16
-
7491.98
Road E
119.71
-
8018.75
Vibrated Cement Concrete 1:2:4 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 kERB WALL
1
-
-
Road D
22.2
-
10742.92
Vibrated Cement Concrete 1:2:4 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 Drain
(Morth No. 1000,1500,1700,2908)
1
-
-
Road A
8.25
-
6741.83
Road B
18
-
6834.17
Road C
14.25
-
6864.5
Road E
6.75
-
6798.14
Gravel filling with Good Clean gritty Gravel including cost and conveyance to site including labour charges for filling in layers, watering tamping under optimum moisture content to get the maximum density all incidental charges etc., complete
(Morth No. 304)
1
-
-
Road A
52.62
-
288
Road C
15.12
-
288
Road E
67.5
-
288
Providing and fixing 110mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite cost and labour for semi-sperical back fill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain (Morth No. 12700)
1
-
-
Road A
43
-
172.8
Road B
53
-
172.8
Road C
46
-
172.8
Road E
76.5
-
172.8
Supply of NP 3 class RCC, 1000 mm dia hume pipes of 2.50 m length confirming to IS 458 / 1989 cost of pipe including all other incidental charges , testing charges including Loading and Unloading transport and delivery in good condition at work site as directed by the departmental officers etc., Complete
(Morth No. 1013,2900,2911)
1
-
-
Road A
10
-
3700
Road C
10
-
3700
Hoisting and Fixing of 1000 mm dia pipes to proper gradient including all Labour charges and all other incidental charges etc., Complete.n
(Morth No. 2905,2906)
1
-
-
Road A
10
-
197
Road C
10
-
197
UPKEEING COMPONENT FOR Road A
1
-
-
Clearing the Light jungles including weeding out shrubs, bushes, vegetable growth, etc. as per specifications & directions of Engineer-in-charge ( For each Quarter)
1
-
-
I st Year
11280
-
5.46
Ii nd Year
11280
-
5.46
II rd Year
11280
-
5.46
IV th Year
11280
-
5.46
V th Year
11280
-
5.46
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, for clearing debries, deposited silt along drainage to lead culverts etc., complete as directed by the engineer in charge
(Morth No. 111, 112, 301, 305,900)
1
-
-
I st Year
235
-
102.34
Ii nd Year
235
-
102.34
II rd Year
235
-
102.34
IV th Year
235
-
102.34
V th Year
235
-
102.34
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, for making up berms using carted earth with an average lead of 5 km
(Morth No. 111, 112, 301, 305,900)
1
-
-
I st Year
209.5
-
225.83
Ii nd Year
209.5
-
225.83
II rd Year
209.5
-
225.83
IV th Year
209.5
-
225.83
V th Year
209.5
-
225.83
Provision for Hire charges including pay and allowance of crews for JCB for engaging for clearing vents in Culverts,Bridges etc., complete as directed by the engineer in charge
1
-
-
I st Year
102
-
700
Ii nd Year
102
-
700
II rd Year
102
-
700
IV th Year
102
-
700
V th Year
102
-
700
Providing RCC M15 grade precast KM stones of standard design as per IRC 8 - 1980 and fixing in position including painting and printing etc., complete
1
-
-
I st Year
1
-
794.64
Ii nd Year
1
-
794.64
II rd Year
1
-
794.64
IV th Year
1
-
794.64
V th Year
1
-
794.64
Providing RCC M15 grade precast HM stones of standard design as per IRC 8 - 1980 and fixing in position including painting and printing etc., complete
1
-
-
I st Year
5
-
245.54
Ii nd Year
5
-
245.54
II rd Year
5
-
245.54
IV th Year
5
-
245.54
V th Year
5
-
245.54
Painting the existing KM & HM stone as per IRC standard including the cost of labour charges and Materials etc., complete
1
-
-
I st Year
25.02
-
141
Ii nd Year
25.02
-
141
II rd Year
25.02
-
141
IV th Year
25.02
-
141
V th Year
25.02
-
141
Lettering the existing KM, HM stone and numbering culverts as per IRC standard including the cost of labour charges and Materials etc., complete., For 10 - 15 cm Height
1
-
-
I st Year
36
-
10.75
Ii nd Year
36
-
10.75
II rd Year
36
-
10.75
IV th Year
36
-
10.75
V th Year
36
-
10.75
Lettering the existing KM, HM stone and numbering culverts as per IRC standard including the cost of labour charges and Materials etc., complete., For 5-10 cm Height
1
-
-
I st Year
491
-
6.45
Ii nd Year
491
-
6.45
II rd Year
491
-
6.45
IV th Year
491
-
6.45
V th Year
491
-
6.45
White washing over the existing Culverts, parapets, avenues and Guide post including cost of Materials and Labour charges etc., complete
1
-
-
I st Year
702.9
-
21.79
Ii nd Year
702.9
-
21.79
II rd Year
702.9
-
21.79
IV th Year
702.9
-
21.79
V th Year
702.9
-
21.79
Black banding over the existing Culverts, parapets, avenues and Guide post including cost of Materials and Labour charges etc., complete
1
-
-
I st Year
65.43
-
79.5
Ii nd Year
65.43
-
79.5
II rd Year
65.43
-
79.5
IV th Year
65.43
-
79.5
V th Year
65.43
-
79.5
Painting with Synthetic enamel paint for support angles in Place identification board & cautionary board including cost of paint and labour charges etc, including all inidental charges as directed by the dept.officers
1
-
-
I st Year
43.35
-
77.92
Ii nd Year
43.35
-
77.92
II rd Year
43.35
-
77.92
IV th Year
43.35
-
77.92
V th Year
43.35
-
77.92
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
-
-
IV th Year
495
-
20.48
V th Year
825
-
20.48
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 - Using Mini hote mix plant
(Morth No. 111, 112, 501, 507,900)
1
-
-
IV th Year
14.85
-
9465.83
V th Year
24.75
-
9465.83
UPKEEING COMPONENT FOR Road B
1
-
-
Clearing the Light jungles including weeding out shrubs, bushes, vegetable growth, etc. as per specifications & directions of Engineer-in-charge ( For each Quarter)
1
-
-
I st Year
10050
-
5.46
Ii nd Year
10050
-
5.46
II rd Year
10050
-
5.46
IV th Year
10050
-
5.46
V th Year
10050
-
5.46
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, for clearing debries, deposited silt along drainage to lead culverts etc., complete as directed by the engineer in charge
(Morth No. 111, 112, 301, 305,900)
1
-
-
I st Year
324.6
-
102.34
Ii nd Year
324.6
-
102.34
II rd Year
324.6
-
102.34
IV th Year
324.6
-
102.34
V th Year
324.6
-
102.34
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, for making up berms using carted earth with an average lead of 5 km
(Morth No. 111, 112, 301, 305,900)
1
-
-
I st Year
230
-
225.83
Ii nd Year
230
-
225.83
II rd Year
230
-
225.83
IV th Year
230
-
225.83
V th Year
230
-
225.83
Provision for Hire charges including pay and allowance of crews for JCB for engaging for clearing vents in Culverts,Bridges etc., complete as directed by the engineer in charge
1
-
-
I st Year
108
-
700
Ii nd Year
108
-
700
II rd Year
108
-
700
IV th Year
108
-
700
V th Year
108
-
700
Providing RCC M15 grade precast KM stones of standard design as per IRC 8 - 1980 and fixing in position including painting and printing etc., complete
1
-
-
I st Year
2
-
794.64
Ii nd Year
2
-
794.64
II rd Year
2
-
794.64
IV th Year
2
-
794.64
V th Year
2
-
794.64
Providing RCC M15 grade precast HM stones of standard design as per IRC 8 - 1980 and fixing in position including painting and printing etc., complete
1
-
-
I st Year
6
-
245.54
Ii nd Year
6
-
245.54
II rd Year
6
-
245.54
IV th Year
6
-
245.54
V th Year
6
-
245.54
Painting the existing KM & HM stone as per IRC standard including the cost of labour charges and Materials etc., complete
1
-
-
I st Year
24.93
-
141
Ii nd Year
24.93
-
141
II rd Year
24.93
-
141
IV th Year
24.93
-
141
V th Year
24.93
-
141
Lettering the existing KM, HM stone and numbering culverts as per IRC standard including the cost of labour charges and Materials etc., complete., For 10 - 15 cm Height
1
-
-
I st Year
36
-
10.75
Ii nd Year
36
-
10.75
II rd Year
36
-
10.75
IV th Year
36
-
10.75
V th Year
36
-
10.75
Lettering the existing KM, HM stone and numbering culverts as per IRC standard including the cost of labour charges and Materials etc., complete., For 5-10 cm Height
1
-
-
I st Year
522
-
6.45
Ii nd Year
522
-
6.45
II rd Year
522
-
6.45
IV th Year
522
-
6.45
V th Year
522
-
6.45
White washing over the existing Culverts, parapets, avenues and Guide post including cost of Materials and Labour charges etc., complete
1
-
-
I st Year
1888.1
-
21.79
Ii nd Year
1888.1
-
21.79
II rd Year
1888.1
-
21.79
IV th Year
1888.1
-
21.79
V th Year
1888.1
-
21.79
Black banding over the existing Culverts, parapets, avenues and Guide post including cost of Materials and Labour charges etc., complete
1
-
-
I st Year
144.72
-
79.5
Ii nd Year
144.72
-
79.5
II rd Year
144.72
-
79.5
IV th Year
144.72
-
79.5
V th Year
144.72
-
79.5
Painting with Synthetic enamel paint for support angles in Place identification board & cautionary board including cost of paint and labour charges etc, including all inidental charges as directed by the dept.officers
1
-
-
I st Year
38.85
-
77.92
Ii nd Year
38.85
-
77.92
II rd Year
38.85
-
77.92
IV th Year
38.85
-
77.92
V th Year
38.85
-
77.92
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
-
-
IV th Year
495
-
20.48
V th Year
825
-
20.48
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 - Using Mini hote mix plant
(Morth No. 111, 112, 501, 507,900)
1
-
-
IV th Year
14.85
-
9525.8
V th Year
24.75
-
9525.8
UPKEEING COMPONENT FOR Road C
1
-
-
Clearing the Light jungles including weeding out shrubs, bushes, vegetable growth, etc. as per specifications & directions of Engineer-in-charge ( For each Quarter)
1
-
-
I st Year
3732
-
5.46
Ii nd Year
3732
-
5.46
II rd Year
3732
-
5.46
IV th Year
3732
-
5.46
V th Year
3732
-
5.46
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, for clearing debries, deposited silt along drainage to lead culverts etc., complete as directed by the engineer in charge
(Morth No. 111, 112, 301, 305,900)
1
-
-
I st Year
153
-
102.34
Ii nd Year
153
-
102.34
II rd Year
153
-
102.34
IV th Year
153
-
102.34
V th Year
153
-
102.34
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, for making up berms using carted earth with an average lead of 5 km
(Morth No. 111, 112, 301, 305,900)
1
-
-
I st Year
118.5
-
225.83
Ii nd Year
118.5
-
225.83
II rd Year
118.5
-
225.83
IV th Year
118.5
-
225.83
V th Year
118.5
-
225.83
Provision for Hire charges including pay and allowance of crews for JCB for engaging for clearing vents in Culverts,Bridges etc., complete as directed by the engineer in charge
1
-
-
I st Year
42
-
700
Ii nd Year
42
-
700
II rd Year
42
-
700
IV th Year
42
-
700
V th Year
42
-
700
Providing RCC M15 grade precast KM stones of standard design as per IRC 8 - 1980 and fixing in position including painting and printing etc., complete
1
-
-
I st Year
1
-
794.64
Ii nd Year
1
-
794.64
II rd Year
1
-
794.64
IV th Year
1
-
794.64
V th Year
1
-
794.64
Providing RCC M15 grade precast HM stones of standard design as per IRC 8 - 1980 and fixing in position including painting and printing etc., complete
1
-
-
I st Year
6
-
245.54
Ii nd Year
6
-
245.54
II rd Year
6
-
245.54
IV th Year
6
-
245.54
V th Year
6
-
245.54
Painting the existing KM & HM stone as per IRC standard including the cost of labour charges and Materials etc., complete
1
-
-
I st Year
12.77
-
141
Ii nd Year
12.77
-
141
II rd Year
12.77
-
141
IV th Year
12.77
-
141
V th Year
12.77
-
141
Lettering the existing KM, HM stone and numbering culverts as per IRC standard including the cost of labour charges and Materials etc., complete., For 10 - 15 cm Height
1
-
-
I st Year
26
-
10.75
Ii nd Year
26
-
10.75
II rd Year
26
-
10.75
IV th Year
26
-
10.75
V th Year
26
-
10.75
Lettering the existing KM, HM stone and numbering culverts as per IRC standard including the cost of labour charges and Materials etc., complete., For 5-10 cm Height
1
-
-
I st Year
226
-
6.45
Ii nd Year
226
-
6.45
II rd Year
226
-
6.45
IV th Year
226
-
6.45
V th Year
226
-
6.45
White washing over the existing Culverts, parapets, avenues and Guide post including cost of Materials and Labour charges etc., complete
1
-
-
I st Year
1435
-
21.79
Ii nd Year
1435
-
21.79
II rd Year
1435
-
21.79
IV th Year
1435
-
21.79
V th Year
1435
-
21.79
Black banding over the existing Culverts, parapets, avenues and Guide post including cost of Materials and Labour charges etc., complete
1
-
-
I st Year
88.47
-
79.5
Ii nd Year
88.47
-
79.5
II rd Year
88.47
-
79.5
IV th Year
88.47
-
79.5
V th Year
88.47
-
79.5
Painting with Synthetic enamel paint for support angles in Place identification board & cautionary board including cost of paint and labour charges etc, including all inidental charges as directed by the dept.officers
1
-
-
I st Year
42
-
77.92
Ii nd Year
42
-
77.92
II rd Year
42
-
77.92
IV th Year
42
-
77.92
V th Year
42
-
77.92
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
-
-
IV th Year
264
-
20.48
V th Year
440
-
20.48
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 - Using Mini hote mix plant
(Morth No. 111, 112, 501, 507,900)
1
-
-
IV th Year
7.92
-
9585.78
V th Year
13.2
-
9585.78
UPKEEING COMPONENT FOR Road D
1
-
-
Clearing the Light jungles including weeding out shrubs, bushes, vegetable growth, etc. as per specifications & directions of Engineer-in-charge ( For each Quarter)
1
-
-
I st Year
3480
-
5.46
Ii nd Year
3480
-
5.46
II rd Year
3480
-
5.46
IV th Year
3480
-
5.46
V th Year
3480
-
5.46
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, for clearing debries, deposited silt along drainage to lead culverts etc., complete as directed by the engineer in charge
(Morth No. 111, 112, 301, 305,900)
1
-
-
I st Year
172.5
-
102.34
Ii nd Year
172.5
-
102.34
II rd Year
172.5
-
102.34
IV th Year
172.5
-
102.34
V th Year
172.5
-
102.34
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, for making up berms using carted earth with an average lead of 5 km
(Morth No. 111, 112, 301, 305,900)
1
-
-
I st Year
155
-
225.83
Ii nd Year
155
-
225.83
II rd Year
155
-
225.83
IV th Year
155
-
225.83
V th Year
155
-
225.83
Provision for Hire charges including pay and allowance of crews for JCB for engaging for clearing vents in Culverts,Bridges etc., complete as directed by the engineer in charge
1
-
-
I st Year
96
-
700
Ii nd Year
96
-
700
II rd Year
96
-
700
IV th Year
96
-
700
V th Year
96
-
700
Providing RCC M15 grade precast KM stones of standard design as per IRC 8 - 1980 and fixing in position including painting and printing etc., complete
1
-
-
I st Year
1
-
794.64
Ii nd Year
1
-
794.64
II rd Year
1
-
794.64
IV th Year
1
-
794.64
V th Year
1
-
794.64
Providing RCC M15 grade precast HM stones of standard design as per IRC 8 - 1980 and fixing in position including painting and printing etc., complete
1
-
-
I st Year
6
-
245.54
Ii nd Year
6
-
245.54
II rd Year
6
-
245.54
IV th Year
6
-
245.54
V th Year
6
-
245.54
Painting the existing KM & HM stone as per IRC standard including the cost of labour charges and Materials etc., complete
1
-
-
I st Year
22.82
-
141
Ii nd Year
22.82
-
141
II rd Year
22.82
-
141
IV th Year
22.82
-
141
V th Year
22.82
-
141
Lettering the existing KM, HM stone and numbering culverts as per IRC standard including the cost of labour charges and Materials etc., complete., For 10 - 15 cm Height
1
-
-
I st Year
32
-
10.75
Ii nd Year
32
-
10.75
II rd Year
32
-
10.75
IV th Year
32
-
10.75
V th Year
32
-
10.75
Lettering the existing KM, HM stone and numbering culverts as per IRC standard including the cost of labour charges and Materials etc., complete., For 5-10 cm Height
1
-
-
I st Year
460
-
6.45
Ii nd Year
460
-
6.45
II rd Year
460
-
6.45
IV th Year
460
-
6.45
V th Year
460
-
6.45
White washing over the existing Culverts, parapets, avenues and Guide post including cost of Materials and Labour charges etc., complete
1
-
-
I st Year
2654.35
-
21.79
Ii nd Year
2654.35
-
21.79
II rd Year
2654.35
-
21.79
IV th Year
2654.35
-
21.79
V th Year
2654.35
-
21.79
Black banding over the existing Culverts, parapets, avenues and Guide post including cost of Materials and Labour charges etc., complete
1
-
-
I st Year
45.27
-
79.5
Ii nd Year
45.27
-
79.5
II rd Year
45.27
-
79.5
IV th Year
45.27
-
79.5
V th Year
45.27
-
79.5
Painting with Synthetic enamel paint for support angles in Place identification board & cautionary board including cost of paint and labour charges etc, including all inidental charges as directed by the dept.officers
1
-
-
I st Year
40.2
-
77.92
Ii nd Year
40.2
-
77.92
II rd Year
40.2
-
77.92
IV th Year
40.2
-
77.92
V th Year
40.2
-
77.92
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
-
-
IV th Year
412.5
-
20.48
V th Year
687.5
-
20.48
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 - Using Mini hote mix plant
(Morth No. 111, 112, 501, 507,900)
1
-
-
IV th Year
12.38
-
9605.78
V th Year
20.63
-
9605.78
UPKEEING COMPONENT FOR Road E
1
-
-
Clearing the Light jungles including weeding out shrubs, bushes, vegetable growth, etc. as per specifications & directions of Engineer-in-charge ( For each Quarter)
1
-
-
I st Year
9150
-
5.46
Ii nd Year
9150
-
5.46
II rd Year
9150
-
5.46
IV th Year
9150
-
5.46
V th Year
9150
-
5.46
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, for clearing debries, deposited silt along drainage to lead culverts etc., complete as directed by the engineer in charge
(Morth No. 111, 112, 301, 305,900)
1
-
-
I st Year
172.5
-
102.34
Ii nd Year
172.5
-
102.34
II rd Year
172.5
-
102.34
IV th Year
172.5
-
102.34
V th Year
172.5
-
102.34
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, for making up berms using carted earth with an average lead of 5 km
(Morth No. 111, 112, 301, 305,900)
1
-
-
I st Year
154
-
225.83
Ii nd Year
154
-
225.83
II rd Year
154
-
225.83
IV th Year
154
-
225.83
V th Year
154
-
225.83
Provision for Hire charges including pay and allowance of crews for JCB for engaging for clearing vents in Culverts,Bridges etc., complete as directed by the engineer in charge
1
-
-
I st Year
36
-
700
Ii nd Year
36
-
700
II rd Year
36
-
700
IV th Year
36
-
700
V th Year
36
-
700
Providing RCC M15 grade precast KM stones of standard design as per IRC 8 - 1980 and fixing in position including painting and printing etc., complete
1
-
-
I st Year
1
-
794.64
Ii nd Year
1
-
794.64
II rd Year
1
-
794.64
IV th Year
1
-
794.64
V th Year
1
-
794.64
Providing RCC M15 grade precast HM stones of standard design as per IRC 8 - 1980 and fixing in position including painting and printing etc., complete
1
-
-
I st Year
5
-
245.54
Ii nd Year
5
-
245.54
II rd Year
5
-
245.54
IV th Year
5
-
245.54
V th Year
5
-
245.54
Painting the existing KM & HM stone as per IRC standard including the cost of labour charges and Materials etc., complete
1
-
-
I st Year
8.67
-
141
Ii nd Year
8.67
-
141
II rd Year
8.67
-
141
IV th Year
8.67
-
141
V th Year
8.67
-
141
Lettering the existing KM, HM stone and numbering culverts as per IRC standard including the cost of labour charges and Materials etc., complete., For 10 - 15 cm Height
1
-
-
I st Year
30
-
10.75
Ii nd Year
30
-
10.75
II rd Year
30
-
10.75
IV th Year
30
-
10.75
V th Year
30
-
10.75
Lettering the existing KM, HM stone and numbering culverts as per IRC standard including the cost of labour charges and Materials etc., complete., For 5-10 cm Height
1
-
-
I st Year
207
-
6.45
Ii nd Year
207
-
6.45
II rd Year
207
-
6.45
IV th Year
207
-
6.45
V th Year
207
-
6.45
White washing over the existing Culverts, parapets, avenues and Guide post including cost of Materials and Labour charges etc., complete
1
-
-
I st Year
77.1
-
21.79
Ii nd Year
77.1
-
21.79
II rd Year
77.1
-
21.79
IV th Year
77.1
-
21.79
V th Year
77.1
-
21.79
Black banding over the existing Culverts, parapets, avenues and Guide post including cost of Materials and Labour charges etc., complete
1
-
-
I st Year
30.66
-
79.5
Ii nd Year
30.66
-
79.5
II rd Year
30.66
-
79.5
IV th Year
30.66
-
79.5
V th Year
30.66
-
79.5
Painting with Synthetic enamel paint for support angles in Place identification board & cautionary board including cost of paint and labour charges etc, including all inidental charges as directed by the dept.officers
1
-
-
I st Year
47.85
-
77.92
Ii nd Year
47.85
-
77.92
II rd Year
47.85
-
77.92
IV th Year
47.85
-
77.92
V th Year
47.85
-
77.92
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
-
-
IV th Year
382.37
-
20.48
V th Year
637.28
-
20.48
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 - Using Mini hote mix plant
(Morth No. 111, 112, 501, 507,900)
1
-
-
IV th Year
11.49
-
9525.8
V th Year
19.14
-
9525.8
Calculation of SubTotal, GST and Total Amount carried out by system automatically
-
-
-
Basic cost of value put to tender as per estimate
1
-
61586220
Add GST at 12%
1
-
7390346
Total Value put to Tender
1
-
68976566
Differnce Amount (Excess/Less)
1
-
-
Quoted Amount (Basic Rate Only)
1
-
-
Add GST at 12% of 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 Contract Including 12% of GST )
-
-
-
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