Highways Department Tender
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Highways Department Tender
Civil And Construction
Eprocure
Opening Date
15 Oct 2021Closing Date
1 Nov 2021Tender Amount
₹ 1,92,50,000Costs
EMD
₹ 1,07,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Package 01 2021-2022 - Mayiladuthurai Division
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
2021_HWAY_211775_1Bid Award Id
ViewTender No
TN.No.02 - 2021-2022Tender 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 2
46.13
-
221.9
Road 3
45
-
221.9
Road 4
42.75
-
221.9
Road 5
22.87
-
221.9
Dismantling Culverts,bridges and other structures
Dismantling clearing away and carefully stacking material useful for re-use including salvaging and removal and disposing of resulting unusable materials and back filling the resulting trenches and pits etc.including all labour and incidental charges complying with MORTH 111, 112, 202
b) Dismantling Plain cement concrete
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-
-
Road 5
6.82
-
381
Dismantling Culverts,bridges and other structures
Dismantling clearing away and carefully stacking material useful for re-use including salvaging and removal and disposing of resulting unusable materials and back filling the resulting trenches and pits etc.including all labour and incidental charges complying with MORTH 111, 112, 202
d) Removing Cut Stone Slab
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-
-
Road 1
22.4
-
402
Road 2
32.8
-
402
Road 3
32
-
402
Road 4
30.4
-
402
Earth work 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, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion backfilling, and clearing the site and disposal of all surplus materials etc. complete and in accordance with standard specification for foundation of box culvertand wing wall as per MORTH Vth Rev., 304.
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-
-
Road 1
408.84
-
226.8
Road 2
324.52
-
226.8
Road 3
319.9
-
226.8
Road 4
383.49
-
226.8
Road 5
453.63
-
226.8
Vibrated cement concrete M15 nominal mix (not leanear than 1 : 2 : 4) using 40 mm ISS HBG metal and using M Sand including cost and conveyance of all materials to site including cement complying to the required standared and specification including cost of form work mixing laying compacting using vibrater including hire and fuel charges for all tools and plants engaged curing and all other incidental charges such balling out water where ever necessary forming protective bunds coffer dams and sub sequent removal etc., complete, For base Couse complying with MORT&H Vth Rev specification 1000, 1500, 1700, 2100.
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-
-
Road 1
22.88
-
6558.25
Road 2
23.24
-
6556.87
Road 3
21.51
-
6553.78
Road 4
22.88
-
6530.68
Road 5
22.88
-
6520.51
Vibrated Cement Concrete M 20 grade Nominal mix (not leanear than 1 : 1.5 : 3) using 40mm ISS size hard broken granite metal and using M sand including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed and in accordance with standard specification for Wing wall and Parapat wall MORT&H Vth Rev specification 1000, 1500, 1700, 2100.
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-
-
Road 1
123.82
-
8331.67
Road 2
138.65
-
8379.42
Road 3
113.49
-
8379.75
Road 4
123.82
-
8304.09
Road 5
123.82
-
8293.93
Vibrated reinforced cement concrete M25 (Design Mix) using ISS size HBG graded metal of 20mm and below Using M Sand including cost and conveyance of all materials to site but excluding cost and conveyance and fabrication of steel but including cost and labour charges for formwork, centering, all labour charges and machinery charges for mixing, placing curing with all leads for soft potable water compacting including all incidental charges - MORTH Vth Rev., 1000, 1500, 1600, 1700, 2100, 2200, 2300 & 900 for Box Culvert
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-
-
Road 1
92.94
-
11716.33
Road 2
73.52
-
11694.57
Road 3
83.23
-
11702.84
Road 4
92.94
-
11688.75
Road 5
92.94
-
11678.6
Supply and fabrication of (HYSD) Steel Grade Fe500 as per Steel Schedule required for all RCC items of works involved in the schedule of drawings including cost of steel, cost of fabrication, labour charges and machinery charges for cleaning the bars straightening, cutting, bending, tying grills, positioning 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 Vth Rev., 1000, 1500, 1600 & 900
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-
Road 1
6.3
-
83688.7
Road 2
5.2
-
83688.7
Road 3
5.75
-
83688.7
Road 4
6.3
-
83688.7
Road 5
6.3
-
83688.7
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 backfill arrangements with 100mm size broken granite stones etc the periphery including all labour charges for fixing etc., complete complying with drawing drain in backfill as per standard specification. MORTH Vth Rev 2706.
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-
Road 1
24.4
-
193.5
Road 2
24.4
-
193.5
Road 3
24.4
-
193.5
Road 4
24.4
-
193.5
Road 5
24.4
-
193.5
Filling behind Culvert with stone dust including cost and conveyance of stone dust to work site, laying, handling charges and filling in layers including all labour and machinary charges tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc,complete and in accordance with standard specifications as per MORTH Vth Rev., 305 & 2907
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-
-
Road 1
49.92
-
703.28
Road 2
32.18
-
705.5
Road 3
41.05
-
698.84
Road 4
49.92
-
674.42
Road 5
49.92
-
667.76
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 and complete as per clause 401 in accordance with standard specifications for sub base cum drainage layer using grading-V as per MORTH Vth Rev., 111, 112, 401 & 900.
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-
-
Road 1
8.2
-
2425.43
Road 2
12.3
-
2379.23
Road 3
12.3
-
2416.63
Road 4
10.25
-
2394.63
Road 5
10.25
-
2394.63
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 and complete as per clause 401 in accordance with standard specifications for lower sub base using grading-III as per MORTH Vth Rev., 111, 112, 401 & 900.
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-
Road 1
8.2
-
2523.03
Road 2
12.3
-
2428.03
Road 3
12.3
-
2514.23
Road 4
10.25
-
2492.23
Road 5
10.25
-
2492.23
Providing, laying, spreading and compacting graded stone aggregate wet mix macadam to 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 and in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 406 & 900
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-
Road 1
27.1
-
2753.12
Road 2
36.26
-
2753.12
Road 3
36.81
-
2753.12
Road 4
32.23
-
2753.12
Road 5
32.23
-
2753.12
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 and in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 501, 502 & 900
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-
Road 1
108.64
-
70.06
Road 2
145.2
-
70.07
Road 3
147.42
-
70.06
Road 4
129.14
-
70.06
Road 5
129.14
-
70.06
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 surface cleaned with mechanical broom as per clause 503 and in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 501, 503 & 900
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-
Road 1
108.64
-
13.24
Road 2
145.2
-
13.25
Road 3
147.42
-
13.24
Road 4
129.14
-
13.24
Road 5
129.14
-
13.24
Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared concrete surface cleaned with mechanical broom as per clause 503 and in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 501, 503 & 900
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-
Road 1
57.72
-
14.97
Road 2
46.62
-
14.97
Road 3
52.17
-
14.97
Road 4
57.72
-
14.97
Road 5
57.72
-
14.97
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 surface cleaned with mechanical broom as per clause 503 and in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 501, 503 & 900
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-
Road 1
280
-
19.92
Road 2
420
-
19.92
Road 3
420
-
19.92
Road 4
350
-
19.92
Road 5
350
-
19.92
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 and in accordance with standard specifications for Grading II as per MORTH Vth Rev. 111, 112, 501, 504 & 900
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-
Road 1
5.44
-
8337.4
Road 2
7.28
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8337.4
Road 3
7.39
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8337.4
Road 4
6.47
-
8337.4
Road 5
6.47
-
8337.4
Providing and laying Bituminous Concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (VG30) at percentage specified by job mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandam rollers to achieve the desired compaction as per MORTH specification clause No. 501-6, 501-7 & 507 and complete in all respects and in accordance with standard specifications MORTH Vth Rev. 111, 112, 507 & 900 Grading - I materials
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-
-
Road 1
2.88
-
9861.68
Road 2
2.34
-
9861.68
Road 3
2.61
-
9861.68
Road 4
2.88
-
9861.68
Road 5
2.88
-
9861.68
Providing and laying Bituminous Concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (VG30) at percentage specified by job mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandam rollers to achieve the desired compaction as per MORTH specification clause No. 501-6, 501-7 & 507 and complete in all respects and in accordance with standard specifications MORTH Vth Rev. 111, 112, 507 & 900 Grading - II materials
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-
-
Road 1
11.66
-
10287.75
Road 2
16.96
-
10287.75
Road 3
17.03
-
10287.75
Road 4
14.38
-
10287.75
Road 5
14.38
-
10287.75
Collection and supply of Carted earth including cost and conveyance to worksite and stacking them on road side for taking premeasurements and spreading the same in the berms as directed by the Engineer with initial lift including all labour charges and consolidation with power roller including all tools and plants and all other incidental charges etc., complete for making up low berms/ shoulders and Diversion Road in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 408 & 900
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-
-
Road 1
330
-
230.67
Road 2
756
-
230.67
Road 3
750
-
230.67
Road 4
275
-
230.67
Road 5
330
-
230.67
Forming embankment using Gravel including cost and conveyance, spreading and compactions by power roller rolling 100% compaction including all labour charges and hire and fuel charges of all tools and plants employed and incidental charges showing drawing or as directed by the Engineer etc., complete for formation of Diversion Road.as per as 111, 112, 305 & 900
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-
-
Road 1
85.5
-
724.65
Road 2
153.9
-
737.14
Road 3
171
-
715.73
Road 4
71.26
-
664.01
Road 5
85.5
-
659.25
Calculation of SubTotal, GST and Total Amount carried out by system automatically
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Basic cost of value put to tender as per estimate
1
-
17180400
Add GST at 12%
1
-
2061648
Total Value put to Tender
1
-
19242048
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
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-
Quoted percentage and
Total Value of Contract Including 12% of GST
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