Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date1 Feb 2022
Closing Date4 Mar 2022
Tender Amount₹ 7,23,10,000
Costs
EMD
₹ 3,72,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2022_HWAY_220790_1Bid Award Id
ViewTender No
20-12Tender 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 A
2790
-
96.6
Road B
3110.4
-
96.6
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- III Material (Morth No. 111, 112, 401, 900)
1
-
-
Road A
465
-
1602.97
Road B
496.25
-
1653.1
Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MORTH Specification- for grading- V Material (Morth No. 111, 112, 401, 900)
1
-
-
Road A
558
-
1511.63
Road B
645.15
-
1561.15
Wet Mix Macadam (Table 400-13) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406 of MORTH Specification.
(Morth No. 111, 112, 406, 900)
1
-
-
Road A
1162.5
-
1815.36
Road B
1281.9
-
1907.56
Prime coat Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502 of MORTH Specification over WMM (Morth No. 111, 112, 501, 502, 900)
1
-
-
Road A
4650
-
68.64
Road B
5237.5
-
68.62
Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification- over granular surfaces treated with primer
(Morth No. 111, 112, 501, 502, 900)
1
-
-
Road A
4650
-
15.98
Road B
5237.5
-
15.97
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
18161.5
-
22.11
Road B
14539
-
22.1
Bituminous Macadam Providing and laying bituminous macadam with Mini 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
86.97
-
7307.88
Road B
70.15
-
7266.93
Dense Graded Bituminous Macadam (Table - 500-10) Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade- 30) at percentage specified by Job Mix Formula by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No.505) Grading I 75mm thick
(Morth No. 111, 112, 501, 505, 900)
1
-
-
Road A
372
-
8401.33
Road B
496.25
-
8517.55
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
902.89
-
7639.86
Road B
726.96
-
7749.04
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
684.33
-
9811.55
Road B
593.32
-
9926.3
Excavation for Roadway and drainage
Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification. Making up berms using box cut earth including Compaction by power roller
(Morth No. 111, 112, 301, 305, 900)
1
-
-
Road A
1350
-
22.54
Road B
411.75
-
22.54
SUB ESTIMATE
1
-
-
Retaining Wall
1
-
-
Earthwork excavation in all classes of soils except hard rock requiring, blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, Trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials, etc, complete as per standard specification for foundation.
(Morth No. 111, 112, 304)
1
-
-
Road A
217.5
-
193.2
Road B
587.1
-
193.2
Vibrated Cement Concrete M20 Grade mix using 40 mm ISS HBG metal including cost and conveyance of all materials to site, Complying to the required standard and specifications including labour for formwork, laying watering, curing and compacting vibrator charges and all other incidental charges etc., complete for BELOW SILL
1
-
-
Road A
108.75
-
5639.2
Road B
293.55
-
5637.19
Vibrated Cement Concrete M20 Grade mix using 40 mm ISS HBG metal including cost and conveyance of all materials to site, Complying to the required standard and specifications including labour for formwork, laying watering, curing and compacting vibrator charges and all other incidental charges etc., complete for ABOVE SILL
1
-
-
Road A
320.81
-
7500.29
Road B
741.59
-
7700.89
Vibrated Cement Concrete 1:2:4 (Nominal Mix) Grade mix using 40 mm ISS HBG metal including cost and conveyance of all materials to site, Complying to the required standard and specifications including labour for formwork, laying watering, curing and compacting vibrator charges and all other incidental charges etc., complete FOR PARAPET
1
-
-
Road A
14.58
-
9599.35
Road B
42.65
-
9597
Providing and fixing seepage pipes of 110 mm dia PVC pipes of required lengths for abutments and wngs including cost and conveyance of all materials to work site , cost and labour for 900 mm dia semi - spherical back fill arrangements with 100mm size broken granite chips at the periphery and charges for fixing , etc., to drain
1
-
-
Road A
145
-
193.5
Road B
418
-
193.5
Filling behind the body wall using cut earth including cost and conveyance of gravel including cost and conveyance of gravel worksite, laying, handline 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 (Morth No. 111, 112)
1
-
-
Road A
739.5
-
33.6
Road B
2820
-
33.6
Drain - PCC
1
-
-
Earthwork excavation in all calsses of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as providing and maintaining necessary cofferdams, sheeting,shoring, bracing, and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc, complete as per relevant standard specification for FOUNDATIONS FOR DRAIN etc., complete
1
-
-
Road B
497.25
-
96.6
Vibrated cement concrete M 20 mix using 40mm ISS HBG metal including cost and conveyance of all materials to site., complying to the required standard and specifications including labour for formwork, laying, watering, curing and compacting vibrator charges and all other incidental charges etc., complete for BASE CONCRETE. MORT & H 2900, 2908
1
-
-
Road B
82.88
-
5653.99
Vibrated cement concrete M 20 mix using 40mm ISS HBG metal including cost and conveyance of all materials to site., complying to the required standard and specifications including labour for formwork, laying, watering, curing and compacting vibrator charges and all other incidental charges etc., complete for SIDE walls MORT & H 2900, 2908
1
-
-
Road B
146.25
-
10550.44
Vibrated Reinforcement Cement Concrete M25, mix using 20mm ISS HBG metal including cost and conveyance of all materials to site., complying to the required standard and specifications including labour for formwork, laying, watering, curing and compacting vibrator charges and all other incidental charges etc., complete for SLAB. MORT & H 2900, 2908
1
-
-
Road B
70.92
-
11738.46
Supply and Fabrication of Fe-500 D steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length wherever necessary 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, Fe-500 grade-1 MT.
1
-
-
Road B
7.15
-
83689
Supplying and fixing of Reinforced Cement Concrete Man hole cover 600 mm dia with frames as per IRC 50- 1979 as directed by the Departmental officers including labour charges for fixing at every intervals of 5 m along the drain including all other incidental charges etc., complete
1
-
-
Road B
41
-
2675
Drain - RCC
1
-
-
Earth work Excavation in all classes of soils except hard rock not 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 as per standard specification for Drain.
1
-
-
Road B
221.4
-
96.6
Filling with Stone dust including cost and conveyance of material to work site including labour charges for filling, laying, compacting by manual labour under optimum moisture content to get the maximum density flooding with water as layers or built-up to the bottom level inclusive all other incidental charges etc., complete below levelling course.
1
-
-
Road B
15.3
-
246
Plain Cement Concrete of grade 1:3:6 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for Levelling course below Drain.
1
-
-
Road B
10.2
-
4810
Vibrated Reinforced cement concrete of grade M25 (Design mix) using 20mm and below ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Drain.
1
-
-
Road B
67.3
-
13704
Supply and fabrication of STEEL grade Fe500 D with suitable anticorrsive measure required for all the reinforced cement concrete items of work involved in the shedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete.
1
-
-
Road B
4.4
-
83689
Providing and fixing 160mm dia PVC PIPES of required length for Side Wall including grating arrangements including cost and conveyance of all materials to worksite, ,and labour charges for fixing etc., complete to drain the backfill as per standard specification.
1
-
-
Road B
11
-
399.8
Supplying and fixing of Reinforced Cement Concrete Man hole cover 750 mm x 750mm with frames as per IRC 50- 1979 as directed by the Departmental officers including labour charges for fixing at every intervals of 5 m along the drain including all other incidental charges etc., complete .
1
-
-
Road B
11
-
2942
Paver Block
1
-
-
Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for box cutting for Paver block
1
-
-
Road A
556.2
-
96.6
Road B
700.93
-
96.6
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 ) - for grading- III Material
1
-
-
Road A
90
-
1602.97
Road B
118.2
-
1653.1
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 ) - for grading- V Material
1
-
-
Road A
121.5
-
1511.63
Road B
153.66
-
1561.15
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)
1
-
-
Road A
225
-
1815.36
Road B
275.8
-
1907.56
Filling with M-sand to the required thickness below the foundation concrete including cost and conveyance of all materials to site from any approved source satisfying the standard and specifications, and all labour charges for filling in layers compacting, ramming to obtain the maximum density by watering with all leads for water including all other incidental charges such as baling out water if necessary forming protective bunds etc., complete for Interlocking Paver Block
1
-
-
Road A
27
-
1488
Road B
33.1
-
1525
Supplying and relaying inter locking paver blocks (heavy) of approved design (made of M40) having thickness of 83mm using 20mm, 12mm ISS metal over the sand filling super embedded and skid texture design the international standard with zig lag design for higher interlocking capacity rate excluding of cost of materials transportation to the side from the factory including all labour charges for laying shifting compacting with power libratory and all taxes etc., complete as per standard specification.
1
-
-
Road A
900
-
792
Road B
1103.2
-
792
Vibrated Cement Concrete 1:2:4 (Nominal Mix) 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 Kerb wall.
1
-
-
Road A
63.7
-
10984
Road B
23.64
-
10893
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
-
64553541.02
Add GST at 12%
1
-
7746425
Total Value put to Tender
1
-
72299966
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 Quoted Amount Including 12% of GST )
-
-
-
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