Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date24 Apr 2025
Closing Soon12 May 2025
Tender Amount₹ 26,62,000
Costs
EMD
₹ 23,100Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Restoration At Km.4.8 Of Podanur Vellalore Road To Edayarpalayam Road At Km.1.0 1.9 Odr
Description
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Contact
Tender Id
2025_HWAY_550398_1Tender No
Restoration work Podanur vellalor road 1.0 1.9Tender Authority
Highways Department ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
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Add GST at 18% of Quoted Amount
1
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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 of MORTH Specification over WMM (Morth No. 111, 112, 501, 502, 900)
1006.5
84
84868.08
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Quoted Amount (Basic Rate Only)
1
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-
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Basic cost of value put to tender as per estimate
1
2255408
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Basic cost of value put to tender as per Estimate
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2255408
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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 of MORTH Specification.
(Morth No. 111, 112, 406, 900)
251.63
2276
572865.89
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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 of MORTH Specification- over granular surfaces treated with primer
(Morth No. 111, 112, 501, 502, 900)
1006.5
19
19989.09
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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 for boxing (SS 20B (Morth No. 111, 112, 304)
672.6
123
82904.68
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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 of MORTH Specification - for grading- III Material.
(Morth No. 111, 112, 401, 900)
100.65
2048
206152.34
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Add GST at 18%
1
405973
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Quoted Rate in Figures (Total Value of Quoted Amount Including 18% of GST )
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-
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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 of MORTH Specification- for grading- V Material (Morth No. 111, 112, 401, 900)
201.3
1958
394197.74
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Total Value of Quoted Amount including 18% of GST
1
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-
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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, rolled as per clause 501.6 and 501.7 to achieve the desired compaction clause No. 507 as per MORTH specification complete in all respects - Grading II (Morth No. 111, 112, 501, 507, 900)
36.23
11882
430511.31
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Calculation of SubTotal, GST and Total Amount carried out by system automatically
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Differnce Amount (Excess/less)
1
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Evaluation Notes How It Works ?
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