Highways Department Tender
... More
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date15 Jan 2022
Closing Date3 Feb 2022
Tender Amount₹ 6,02,75,000
Costs
EMD
₹ 3,12,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Widening From Single Lane To Intermediate Lane Improvements ,improvements To Riding Quality Reconstruction Of Culvert And Box Culvert Including Construction Of Retaining Wall In Government Roads Of Sankarankovil H C And M Sub Division Tnv 29
Description
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Contact
Tender Id
2022_HWAY_219859_1Bid Award Id
ViewTender No
T N No 14 2021 2022 HDO Dated 27 12 2021Tender 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
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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 tool and equipments and all other incidental charges such as baling our water,sheeting, shoring, bracing and their subsequent removal, removal and obstructions, trimming bottom of excavation backfilling and clearing the site and disposal of all surplus materials etc., indicated by the Engineer as per Box Cutting
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-
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A Road
1932.76
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96.6
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F Road
2011.15
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96.6
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G Road
2550.93
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96.6
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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 for widening portion.
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-
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A Road
508.92
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1502.48
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B Road
24.08
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1550.88
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F Road
619.67
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1533.28
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G Road
796.68
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1550.88
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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 for widening portion.
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-
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A Road
391.48
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1593.52
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F Road
387.3
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1624.32
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G Road
717.01
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1641.92
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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) as per MORTH Rev. V Clause No. 111, 112, 406 & 900.
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-
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A Road
978.69
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1761.32
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B Road
40.13
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1761.32
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C Road
39.38
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1761.32
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E Road
112.5
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1761.32
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F Road
968.23
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1761.32
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G Road
995.85
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1761.32
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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) - over WMM/ WBM as per MORTH Rev. V Clause No. 111, 112,501,502 &900 .
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-
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A Road
3914.75
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70.14
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B Road
160.5
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70.1
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C Road
262.5
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70.14
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E Road
750
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70.1
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F Road
3872.95
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70.15
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G Road
3983.38
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70.1
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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 - over granular surfaces treated with primer as per MORTH Rev. V Clause No. 111, 112,501, 503 & 900.
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-
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A Road
3914.75
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16.56
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B Road
160.5
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16.54
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C Road
262.5
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16.56
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E Road
750
-
16.54
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F Road
3872.95
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16.56
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G Road
3983.38
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16.54
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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 - over bituminous surfaces as per MORTH Rev. V Clause No. 111, 112, 503 & 900.
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-
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A Road
9473.75
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22.57
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C Road
2737.5
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22.57
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D Road
3000
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22.57
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E Road
3581.25
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22.56
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F Road
8215.49
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22.57
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G Road
8435.62
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22.56
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Providing and laying TackCoat over DryLean Cement Concrete surface using 3.00Kg of Bitumen Emulsion (RS1) per 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5
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-
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A Road
44
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18.95
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Bituminous Macadam (Providing and laying 50mm 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 directed by the Engineeper clause 504) - as per MORTH Rev. V Clause No. 111, 112, 501, 504 & 900.
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-
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A Road
671.63
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7781.6
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B Road
8.03
-
7781.6
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C Road
28.13
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7781.6
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D Road
29.63
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7781.6
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E Road
43.13
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7781.6
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F Road
604.42
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7781.6
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G Road
620.95
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7781.6
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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, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) - Grading II as per MORTH Rev. V Clause No. 111, 112, 501, 507 & 900.
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-
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A Road
402.98
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10160.58
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B Road
4.82
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10160.58
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C Road
90
-
10160.58
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D Road
90
-
10160.58
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E Road
129.94
-
10160.58
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F Road
362.65
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10160.58
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G Road
372.57
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10160.58
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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.
a. Formation of embankment using Box Cut Earth including compaction by Power Roller as per MORTH Rev. V Clause No. 111, 112, 301 to 305, 900
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-
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A Road
447.4
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22.23
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F Road
439.58
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22.23
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G Road
445.8
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22.23
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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 No. 111, 112, 301, 305, 900 for Conveyed earth with a lead of 2 km for culvert. 97% Compaction
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-
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A Road
156.25
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127.33
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A Road
156.25
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127.33
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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 No. 111, 112, 301, 305, 900 for Conveyed earth with a lead of 2 km for culvert. 95% Compaction
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-
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A Road
368.5
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127.59
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A Road
368.5
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127.59
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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.
a. Formation of embankment using Side Earth including compaction by Power Roller as per MORTH Rev. V Clause No. 111, 112, 301 to 305, 900
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-
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C Road
69.04
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109.3
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D Road
158.8
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109.3
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E Road
220.96
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109.3
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Earthwork excavation in all classes of soil not requiring blasting 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 baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs 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 FOUNDATION OF ABUTMENTS, PIERS AND WINGS, RETAININGWALL.
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-
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A Road
53.01
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193.2
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A Road
53.01
-
193.2
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B Road
47.87
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193.2
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F Road
140.51
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193.2
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F Road
59.9
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193.2
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G Road
59.9
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193.2
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G Road
59.9
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193.2
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G Road
59.9
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193.2
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G Road
59.9
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193.2
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G Road
59.9
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193.2
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H Road
456.3
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193.2
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Plain Cement Concrete M10 grade mix using 40mm ISS size hard broken granite metal including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for 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 as per standard specification for Levelling course below the body wall.
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-
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A Road
6.12
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4497.28
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A Road
6.12
-
4512.3
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B Road
5
-
4512.27
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F Road
3.4
-
4497.28
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F Road
1.93
-
4482.25
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G Road
1.93
-
4527.33
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G Road
1.93
-
4527.33
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G Road
1.93
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4542.35
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G Road
1.93
-
4542.35
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G Road
1.93
-
4542.35
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Vibrated Cement Concrete M20 grade mix using 40mm ISS size hard broken granite metal 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 as per standard specification for Body wall.
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-
-
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F Road
31.9
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5748.34
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F Road
19.12
-
5733.32
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G Road
19.12
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5778.39
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G Road
19.12
-
5778.39
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G Road
19.12
-
5793.42
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G Road
19.12
-
5793.42
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G Road
19.12
-
5793.42
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Supply of 1000mm dia RCC NP3 class pipes confirming to IS 458 specification as directed by the departmental officers including cost and conveyance of pipes to the worksite and all other incidental charges etc., complete as per standard specification.
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-
-
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F Road
30
-
3794
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F Road
10
-
3794
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G Road
10
-
3794
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G Road
10
-
3794
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G Road
10
-
3794
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G Road
10
-
3794
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G Road
10
-
3794
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Laying and fixing of 1000 mm dia RCC NP3 pipe in position excluding cost of pipes but including conveyance to work spot and handling charges on both sides including labour charges for hoisting and placing the pipes
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-
-
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F Road
30
-
240
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F Road
10
-
240
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G Road
10
-
240
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G Road
10
-
240
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G Road
10
-
240
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G Road
10
-
240
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G Road
10
-
240
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Stone dust filling including cost and conveyance of Stone dust to worksite including labour charges for filling in layers as specified by the departmental officers including watering with all leads for water including labour charges for compacting, tamping, ramming under optimum moisture content to obtain the maximum density and all other incidental charges etc. complete as per standard specification.
-
-
-
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F Road
39.2
-
174.92
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F Road
11.79
-
167.28
... More
G Road
11.79
-
190.2
... More
G Road
11.79
-
190.2
... More
G Road
11.79
-
197.84
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G Road
11.79
-
197.84
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G Road
11.79
-
197.84
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Vibrated Reinforced Cement Concrete M25 Grade using 20mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for BOTTOM SLAB OF BOX CULVERT.
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-
-
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A Road
29
-
7946.04
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A Road
29
-
7961.07
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B Road
26.89
-
7963.24
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Vibrated Reinforced Cement Concrete M25 Grade using 20mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for BODY WALL OF BOX CULVERT.
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-
-
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A Road
15.46
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11303.96
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A Road
15.46
-
11318.99
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B Road
12.29
-
13656.17
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Vibrated Reinforced Cement Concrete M25 Grade using 20mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for TOP SLAB OF BOX CULVERT.
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-
-
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A Road
25.5
-
9340.14
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A Road
25.5
-
9355.17
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B Road
23.21
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10621.75
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Supply and fabrication of steel Grade Fe-500 / required for all RCC items of works involved in the schedule including cost of steel cost of fabrication labour charges for cleaning the bars straightening cutting bending tying grills hoisting 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.
-
-
-
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A Road
4.92
-
83688.7
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A Road
4.92
-
83688.7
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B Road
4.63
-
83688.7
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Vibrated Cement Concrete M20 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for Parapet.
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-
-
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A Road
2.25
-
6189.34
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A Road
2.25
-
6204.37
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B Road
2.76
-
6204.37
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Dismantling the existing Random Rubble Masonry in Cement Mortar in the existing causeway / bridge and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.
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-
-
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A Road
6.75
-
221.9
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A Road
6.75
-
221.9
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B Road
6.75
-
221.9
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Removing the existing RCC Slab in the existing causeway / bridge and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.
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-
-
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A Road
4.5
-
402
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A Road
4.5
-
402
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B Road
16.88
-
402
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VRCC M30 (design mix) using 20mm ISS HBG graded metal as the max. size of coarse aggreagates including cost & conveyance of all materials to site and cost of cement at site, but excluding cost & fabrication of steel, but including cost of form work, soft water, labour charges for mixing, transporting, laying, curing concrete working at heights, hire charges for T&P including all other incidental charges etc., complete as per relevant std specification for Wearing coat over the Box Culvert.
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-
-
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A Road
50
-
543.74
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A Road
50
-
544.89
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B Road
42.98
-
551.94
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Supply and Laying and fixing Hoisting of NP 3 class RCC 1000 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458 / 1989 cost of pipe as a finished work 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
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-
-
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A Road
50
-
4034
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A Road
50
-
4034
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Plain Cement Concrete M20 grade mix using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixing transporting laying and curing concrete working at heights,hire charges for all tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for Foundation of Retaining Wall
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-
-
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H Road
152.1
-
5390.64
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Vibrated Cement Concrete M20 grade using 40mm ISS size HBG metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixing transporting laying and curing concrete working at heights, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for STEM OF PCC RETAINING WALL (below sill level)
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-
-
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H Road
182.52
-
6857.92
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Vibrated Cement Concrete M20 grademix using 40mm ISS size HBG metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixing transporting laying and curing concrete working at heights, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for STEM OF PCC RETAINING WALL (above sill level)
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-
-
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H Road
262.08
-
9007.59
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Providing and fixing SEEPAGE PIPES of 110mm dia PVC pipes of required length for Retaining Walls including cost and conveyance of all materials to worksite, cost and labour for 900mm dia. Semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing etc., to drain of the Backfill in the Retaining Wall
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-
-
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H Road
130
-
193.5
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Refilling with earth work at Site including cost and conveyance of all materials to site and labour charges etc., complete for over pipes & in between pipes as per specification.
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-
-
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H Road
23.4
-
130.2
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Providing and fixing Bitumen pad Expansion joints includingcost and conveyence of expansion joints, shalimar pad and joint sealent and fixing them in position etc, complete.
-
-
-
... More
H Road
13.77
-
232
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Refilling with Site earth available including cost and conveyance of all materials to site and labour charges etc., complete for over pipes & in between pipes as per specification.
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-
-
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H Road
456.3
-
33.6
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Calculation of SubTotal, GST and Total Amount carried out by system automatically
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-
-
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Basic cost of value put to tender as per estimate
1
-
53817003
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Add GST at 12%
1
-
6458040
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Total Value put to Tender
1
-
60275043
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Negotiated Percentage
1
-
-
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Final Negotiated Value
1
-
-
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Add GST at 12% of Final Negotiated Value
1
-
-
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Total Value of Contract Including 12% of GST
1
-
-
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Basic cost of value put to tender as per Estimate
-
-
-
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Quoted Rate in Figures (Total Value of Contract Including 12% of GST )
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-
-
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