Highways Department Tender
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Highways Department Tender
Civil And Construction
Eprocure
Opening Date
13 Sep 2019Closing Date
29 Oct 2019Tender Amount
₹ 7,39,99,696Costs
EMD
₹ 3,85,000Document 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_137488_1Bid Award Id
ViewTender No
TN13-2019-20-HDO-Dt.28.08.2019Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
GEM & Bid Advisory Services
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Documents
BOQ Items
ROAD C
223.67
2905
12.99
ROAD E
1750
22732
12.99
ROAD F
228.67
2970
12.99
ROAD G
3500
45465
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
1204.8
88070
73.1
Providing and Laying Granular Sub-Base Grade- III 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
355.5
599518
1686.41
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
355.5
568444
1599
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
2058.8
3638311
1767.2
ROAD B
103.98
194899
1874.39
ROAD C
100.67
191691
1904.16
ROAD E
1237.5
2201153
1778.71
ROAD F
102.9
197980
1924.01
ROAD G
2250
4002097
1778.71
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
11060
675987
61.12
ROAD B
693
42363
61.13
ROAD C
671
41018
61.13
ROAD E
5250
320880
61.12
ROAD F
686
41928
61.12
ROAD G
10500
641865
61.13
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
11060
131945
11.93
ROAD B
693
8267
11.93
ROAD C
671
8005
11.93
ROAD E
5250
62632
11.93
ROAD F
686
8183
11.93
ROAD G
10500
125265
11.93
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 B
16907
283868
16.79
ROAD C
15829
265768
16.79
ROAD F
30814
517367
16.79
ROAD G
159
2669
16.79
Providing and laying Dense Bituminous Macadam which work shall consist of construction, using crushed aggregates, (Table 500-10) premixed with VG 30 Grade 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 DBM (Grade-II ) as per MORTH No. 111, 112, 505, 900
-
-
-
ROAD E
288.76
2225785
7708.08
ROAD G
580.49
4472977
7705.52
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
553
3602098
6513.74
ROAD B
215.94
1431379
6628.6
ROAD C
202.2
1362423
6738
ROAD F
389.55
2600721
6676.22
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
331.8
2752463
8295.55
ROAD B
532.07
4473910
8408.5
ROAD C
495
4242907
8571.53
ROAD E
159.72
1326953
8308
ROAD F
950.18
8030256
8451.3
ROAD G
322.55
2678771
8304.98
Providing and laying U.S gravel including cost and conveyance of U.S gravel from approved quarry to work site including spreading watering with all leads and consolidation by power roller and all other incidental charges etc., complete as per standard specification for Shoulders
-
-
-
ROAD A
474
165549
349.26
ROAD B
960
522518
544.29
ROAD C
600
342930
571.55
Providing and laying Carted Earth having minimum CBR of 8 with an additional lead of 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 E (Lead 10km)
930
205539
221.01
ROAD F (Lead 13km)
900
226215
251.35
ROAD G (Lead 10km)
1760
388977
221.01
Refilling the excavated earth from the available site earth including laying watering and consolidation etc., complete
-
-
-
ROAD A
705
12612
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
213.6
171948
805
ROAD B
125.5
101027
805
ROAD E
47
37835
805
ROAD F
331.85
267139
805
ROAD G
49.75
40048
805
Providing R.C.C.M15 grade Precast KM stone of standard design as per IRC 8-1980 and fixing in position including and printing etc,. Complete. (as per MORTH & H specification No.804)
-
-
-
ROAD A
2
1812
906
ROAD B
4
3624
906
ROAD F
4
3624
906
Providing R.C.C.M15 grade Precast HM stone of standard design as per IRC 8-1980 and fixing in position including and printing etc,. Complete. (as per MORTH & H specification No.804)
-
-
-
ROAD A
6
1536
256
ROAD B
12
3072
256
ROAD F
18
4608
256
Box culvert
-
-
-
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 Plain Cement Concrete as per MORTH No.111,112,202
-
-
-
ROAD D
52.6
15201
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 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. as per MORTH No. 111, 112, 304.
-
-
-
ROAD D
523.74
76570
146.2
Filling with M- sand from PWD approved M-Sand quarry including cost and conveyance to worksite including all labour charges for filling wateriang and consolidation etc.complete for foundation as per the drawing and std. specification as per MORTh No. 111,112, 900
-
-
-
ROAD D
40.68
80654
1982.65
Vibrated Cement Concrete of grade M15 (nominal mix) using40mm HBG metal including cost and conveyance of all materials to site and cement at site including cost of formwork, 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 specification for LEVELLING COURSE as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2100
-
-
-
ROAD D
22.32
119870
5370.54
Vibrated Cement Concrete of grade M20 (nominal mix) using40mm HBG metal including cost and conveyance of all materials to site and cement at site including cost of formwork, 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 specification for FOUNDATION OF ABUTMENT , WING WALLS (BELOW SILL LEVEL) as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2100
-
-
-
ROAD D
19.2
110389
5749.47
Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of formwork, 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 specification for SUB STRUCTURE OF WING WALL (Above sill level) as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2200
-
-
-
ROAD D
38.37
222909
5809.47
Vibrated Reinforced Cement Concrete M25 (Design Mix) using ISS graded metal including cost and conveyance of all materials to site excluding cost of steel but including cost of cement, centering, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants employed and employed etc., complete as per relevant standard specifications as directed by the Engineer as per MORTH No. 111, 112, 900, 1000, 1500, 1600, 1700, 2200 for BASE SLAB (Below sill)
-
-
-
ROAD D
59.78
450117
7529.57
Vibrated Reinforced Cement Concrete M25 (Design Mix) using ISS graded metal including cost and conveyance of all materials to site excluding cost of steel but including cost of cement, centering, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants employed and employed etc., complete as per relevant standard specifications as directed by the Engineer as per MORTH No. 111, 112, 900, 1000, 1500, 1600, 1700, 2200 for Side wall & Deck Slab
-
-
-
ROAD D
82.28
764901
9296.32
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
100.11
53657
535.99
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
9.54
666369
69850
Providing FILTER MEDIA behind abutments and return walls for 600mm thickness using filter material conforming to clause 309.3.2.B of MORTH well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance of all materials to worksite and including labour charges and all other incidental charges etc.,complete as per MORTH No. 309
-
-
-
ROAD D
16.7
23606
1413.57
Filling behind Abutments and wings with clean gritty gravel including cost and conveyance of gravel to worksite, 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. 111,112, 305, 900
-
-
-
ROAD D
17.59
5757
327.3
Providing and fixing 110mm dia PVC seepage pipes of required length for abutments and wings including cost and conveyance of all materials to work site, cost and labour semi spherical backfill arrangements with 100mm size granite stone at the periphery and labour charges for fixing etc., complete to drain the backfill as per standard specification as per MORTH No.2706
-
-
-
ROAD D
34.2
5909
172.8
Providing and fixing of GI Drainage spout 100mm dia as per MOST drawing SD/205 with grating arrangements at top as shown in the drawing using 12mmx 25mm flats for grating arrangements and 100mm dia drainage spout projecting beyond the bottom of deck slab as showing in the drawing including cost and conveyance of GI pipes and fixing them in position etc, complete
-
-
-
ROAD D
2
4200
2100
Approach road
-
-
-
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 D
53
3874
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 D
6.76
10884
1610.12
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 D
19.51
34702
1778.71
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 D
100
6112
61.12
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 D
100
1193
11.93
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 D
110
1846
16.79
Providing and laying Bituminous Macadam which work shall consist of construction, using crushed aggregates, (Table 500-10) 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 BM (Grade-II ) as per MORTH No. 111, 112, 505, 900
-
-
-
ROAD D
5.01
32697
6526.42
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 D
4.66
38716
8308.25
Providing and laying U.S gravel including cost and conveyance of U.S gravel from approved quarry to work site including spreading watering with all leads and consolidation by power roller and all other incidental charges etc., complete as per standard specification
-
-
-
ROAD D
30
11139
371.33
Diversion road
-
-
-
Providing and laying Carted Earth having minimum CBR of 8 with an additional lead of 10 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
206.25
45583
221.01
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 D
24.75
44023
1778.71
Upkeeping
-
-
-
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.
-
-
-
1st year
-
-
-
Road-A
180
13158
73.1
Road-B
450
32895
73.1
Road-C
495
36184
73.1
Road-D
11.25
822
73.1
Road-E
202.5
14802
73.1
Road-F
427.5
31250
73.1
Road-G
427.5
31250
73.1
2nd year
-
-
-
Road-A
180
13158
73.1
Road-B
450
32895
73.1
Road-C
495
36184
73.1
Road-D
11.25
822
73.1
Road-E
202.5
14802
73.1
Road-F
427.5
31250
73.1
Road-G
427.5
31250
73.1
3rd year
-
-
-
Road-A
180
13158
73.1
Road-B
450
32895
73.1
Road-C
495
36184
73.1
Road-D
11.25
822
73.1
Road-E
202.5
14802
73.1
Road-F
427.5
31250
73.1
Road-G
427.5
31250
73.1
4th year
-
-
-
Road-A
180
13158
73.1
Road-B
450
32895
73.1
Road-C
495
36184
73.1
Road-D
11.25
822
73.1
Road-E
202.5
14802
73.1
Road-F
427.5
31250
73.1
Road-G
427.5
31250
73.1
5th year
-
-
-
Road-A
180
13158
73.1
Road-B
450
32895
73.1
Road-C
495
36184
73.1
Road-D
11.25
822
73.1
Road-E
202.5
14802
73.1
Road-F
427.5
31250
73.1
Road-G
427.5
31250
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
-
-
-
1st year
-
-
-
Road-A
45
3289
73.1
Road-B
405
29605
73.1
Road-C
270
19737
73.1
Road-D
11.25
822
73.1
Road-E
37.5
2741
73.1
Road-F
82.5
6030
73.1
Road-G
82.5
6030
73.1
2nd year
-
-
-
Road-A
45
3289
73.1
Road-B
405
29605
73.1
Road-C
270
19737
73.1
Road-D
11.25
822
73.1
Road-E
37.5
2741
73.1
Road-F
82.5
6030
73.1
Road-G
82.5
6030
73.1
3rd year
-
-
-
Road-A
45
3289
73.1
Road-B
405
29605
73.1
Road-C
270
19737
73.1
Road-D
11.25
822
73.1
Road-E
37.5
2741
73.1
Road-F
82.5
6030
73.1
Road-G
82.5
6030
73.1
4th year
-
-
-
Road-A
45
3289
73.1
Road-B
405
29605
73.1
Road-C
270
19737
73.1
Road-D
11.25
822
73.1
Road-E
37.5
2741
73.1
Road-F
82.5
6030
73.1
Road-G
82.5
6030
73.1
5th year
-
-
-
Road-A
45
3289
73.1
Road-B
405
29605
73.1
Road-C
270
19737
73.1
Road-D
11.25
822
73.1
Road-E
37.5
2741
73.1
Road-F
82.5
6030
73.1
Road-G
82.5
6030
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
-
-
-
1st year
-
-
-
Road-A
135
9868
73.1
Road-B
180
13158
73.1
Road-C
540
39474
73.1
Road-E
270
19737
73.1
Road-F
90
6579
73.1
Road-G
495
36184
73.1
2nd year
-
-
-
Road-A
135
9868
73.1
Road-B
180
13158
73.1
Road-C
540
39474
73.1
Road-E
270
19737
73.1
Road-F
90
6579
73.1
Road-G
495
36184
73.1
3rd year
-
-
-
Road-A
135
9868
73.1
Road-B
180
13158
73.1
Road-C
540
39474
73.1
Road-E
270
19737
73.1
Road-F
90
6579
73.1
Road-G
495
36184
73.1
4th year
-
-
-
Road-A
135
9868
73.1
Road-B
180
13158
73.1
Road-C
540
39474
73.1
Road-E
270
19737
73.1
Road-F
90
6579
73.1
Road-G
495
36184
73.1
5th year
-
-
-
Road-A
135
9868
73.1
Road-B
180
13158
73.1
Road-C
540
39474
73.1
Road-E
270
19737
73.1
Road-F
90
6579
73.1
Road-G
495
36184
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.
-
-
-
1st year
-
-
-
Road-A
2120
8268
3.9
Road-B
4040
15756
3.9
Road-C
3800
14820
3.9
Road-D
340
1326
3.9
Road-E
1680
6552
3.9
Road-F
2720
10608
3.9
Road-G
3360
13104
3.9
2nd year
-
-
-
Road-A
2120
8268
3.9
Road-B
4040
15756
3.9
Road-C
3800
14820
3.9
Road-D
340
1326
3.9
Road-E
1680
6552
3.9
Road-F
2720
10608
3.9
Road-G
3360
13104
3.9
3rd year
-
-
-
Road-A
2120
8268
3.9
Road-B
4040
15756
3.9
Road-C
3800
14820
3.9
Road-D
340
1326
3.9
Road-E
1680
6552
3.9
Road-F
2720
10608
3.9
Road-G
3360
13104
3.9
4th year
-
-
-
Road-A
2120
8268
3.9
Road-B
4040
15756
3.9
Road-C
3800
14820
3.9
Road-D
340
1326
3.9
Road-E
1680
6552
3.9
Road-F
2720
10608
3.9
Road-G
3360
13104
3.9
5th year
-
-
-
Road-A
2120
8268
3.9
Road-B
4040
15756
3.9
Road-C
3800
14820
3.9
Road-D
340
1326
3.9
Road-E
1680
6552
3.9
Road-F
2720
10608
3.9
Road-G
3360
13104
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
-
-
-
1st year
-
-
-
Road-A
124
86800
700
Road-B
106
74200
700
Road-C
56
39200
700
Road-D
11
7700
700
Road-E
68
47600
700
Road-F
111
77700
700
Road-G
76
53200
700
2nd year
-
-
-
Road-A
124
86800
700
Road-B
106
74200
700
Road-C
56
39200
700
Road-D
11
7700
700
Road-E
68
47600
700
Road-F
111
77700
700
Road-G
76
53200
700
3rd year
-
-
-
Road-A
124
86800
700
Road-B
106
74200
700
Road-C
56
39200
700
Road-D
11
7700
700
Road-E
68
47600
700
Road-F
111
77700
700
Road-G
76
53200
700
4th year
-
-
-
Road-A
124
86800
700
Road-B
110
77000
700
Road-C
60
42000
700
Road-D
11
7700
700
Road-E
68
47600
700
Road-F
111
77700
700
Road-G
60
42000
700
5th year
-
-
-
Road-A
124
86800
700
Road-B
106
74200
700
Road-C
56
39200
700
Road-D
11
7700
700
Road-E
68
47600
700
Road-F
111
77700
700
Road-G
60
42000
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
-
-
-
1st year
-
-
-
Road-A
29
4553
157
Road-B
43
6751
157
Road-C
43
6751
157
Road-D
15.6
2449
157
Road-E
22.5
3532
157
Road-F
33.5
5259
157
Road-G
16
2512
157
2nd year
-
-
-
Road-A
29
4553
157
Road-B
43
6751
157
Road-C
43
6751
157
Road-D
15.6
2449
157
Road-E
22.5
3532
157
Road-F
33.5
5259
157
Road-G
16
2512
157
3rd year
-
-
-
Road-A
29
4553
157
Road-B
43
6751
157
Road-C
43
6751
157
Road-D
15.6
2449
157
Road-E
22.5
3532
157
Road-F
33.5
5259
157
Road-G
16
2512
157
4th year
-
-
-
Road-A
29
4553
157
Road-B
8.55
1342
157
Road-C
8.55
1342
157
Road-D
15.6
2449
157
Road-E
22.5
3532
157
Road-F
33.5
5259
157
Road-G
20.8
3265
157
5th year
-
-
-
Road-A
29
4553
157
Road-B
11.6
1821
157
Road-C
11.6
1821
157
Road-D
15.6
2449
157
Road-E
22.5
3532
157
Road-F
33.5
5259
157
Road-G
16
2512
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
-
-
-
1st year
-
-
-
Road-A
61
4575
75
Road-B
95.88
7191
75
Road-C
94.75
7106
75
Road-E
85.5
6412
75
Road-F
54
4050
75
Road-G
87.75
6581
75
2nd year
-
-
-
Road-A
61
4575
75
Road-B
95.88
7191
75
Road-C
94.75
7106
75
Road-E
85.5
6412
75
Road-F
54
4050
75
Road-G
87.75
6581
75
3rd year
-
-
-
Road-A
61
4575
75
Road-B
95.88
7191
75
Road-C
94.75
7106
75
Road-E
85.5
6412
75
Road-F
54
4050
75
Road-G
87.75
6581
75
4th year
-
-
-
Road-A
61
4575
75
Road-B
95.88
7191
75
Road-C
94.75
7106
75
Road-E
85.5
6412
75
Road-F
54
4050
75
Road-G
101.25
7593
75
5th year
-
-
-
Road-A
61
4575
75
Road-B
95.88
7191
75
Road-C
94.75
7106
75
Road-E
85.5
6412
75
Road-F
54
4050
75
Road-G
101.25
7593
75
Replacement R.C.C. M15 grade precast HM stone of standard design as per IRC 8-1980 and fixing in position including painting and printing etc., complete. (as per MORT&H specification No.804)
-
-
-
1st year
-
-
-
Road-A
1
256
256
Road-B
2
512
256
Road-C
2
512
256
2nd year
-
-
-
Road-A
1
256
256
Road-B
2
512
256
Road-C
2
512
256
3rd year
-
-
-
Road-B
1
256
256
Road-C
2
512
256
Road-E
2
512
256
4th year
-
-
-
Road-A
1
256
256
Road-B
2
512
256
Road-C
2
512
256
5th year
-
-
-
Road-A
1
256
256
Road-B
2
512
256
Road-C
2
512
256
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
-
-
-
1st year
-
-
-
Road-A
120
18840
157
Road-B
30
4710
157
Road-C
30
4710
157
Road-E
18
2826
157
Road-F
63.36
9947
157
Road-G
14.4
2260
157
2nd year
-
-
-
Road-A
120
18840
157
Road-B
30
4710
157
Road-C
30
4710
157
Road-E
18
2826
157
Road-F
63.36
9947
157
Road-G
14.4
2260
157
3rd year
-
-
-
Road-A
120
18840
157
Road-B
30
4710
157
Road-C
30
4710
157
Road-E
18
2826
157
Road-F
63.36
9947
157
Road-G
14.4
2260
157
4th year
-
-
-
Road-A
120
18840
157
Road-B
14.34
2251
157
Road-C
14.34
2251
157
Road-E
18
2826
157
Road-F
63.36
9947
157
Road-G
14.4
2260
157
5th year
-
-
-
Road-A
120
18840
157
Road-B
14.34
2251
157
Road-C
14.34
2251
157
Road-E
18
2826
157
Road-F
63.36
9947
157
Road-G
14.4
2260
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 (4th and 5th Year only)
-
-
-
4th year
-
-
-
Road-A
336
5644
16.8
Road-B
528
8865
16.79
Road-C
495
8311
16.79
Road-E
157.5
2644
16.79
Road-F
945
15866
16.79
Road-G
315
5288
16.79
5th year
-
-
-
Road-A
560
9408
16.8
Road-B
880
14775
16.79
Road-C
825
13851
16.79
Road-E
262.5
4407
16.79
Road-F
1575
26444
16.79
Road-G
525
8814
16.79
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 upkeeping (4th and 5th Year only)
-
-
-
4th year
-
-
-
Road-A
10.08
83619
8295.55
Road-B
15.84
133190
8408.5
Road-C
14.85
127287
8571.53
Road-E
4.73
39296
8308
Road-F
28.35
239594
8451.3
Road-G
9.45
78482
8304.98
5th year
-
-
-
Road-A
16.8
139365
8295.55
Road-B
26.4
221984
8408.5
Road-C
24.75
212145
8571.53
Road-E
7.88
65467
8308
Road-F
47.25
399323
8451.3
Road-G
15.75
130803
8304.98
Calculation of SubTotal, GST and Total Amount carried out by system automatically
-
-
-
Basic cost of value put to tender as per estimate
1
-
66071157
Add GST at 12%
1
-
7928539
Total Value put to Tender
1
-
73999696
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
-
66071157
-
Quoted Rate in Figures (Total Value of Contract Including 12% of GST )
-
-
-
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