Highways Department Tender
... More
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date7 Sep 2024
Closing Date23 Sep 2024
Tender Amount₹ 2,06,33,000
Costs
EMD
₹ 1,15,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Mdu No 061 Tn No 15 2024 25 Hdo Dated 28 08 2024
Description
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Contact
Tender Id
2024_HWAY_481215_1Bid Award Id
ViewTender No
MDU No 061 TN No 15 2024 25 HDO Dated 28 08 2024Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
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Documents
BOQ Items
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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 no.111, 112, 401,900 - for grading- V Material
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-
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Road A
277.6
505937
1822.54
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Road B
72.88
132826
1822.54
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Picking the existing BT surface upto 50mm depth as directed by the departmental officers and levelling the surface including all labour charges for pickig and all other tools and plants employed of the work and including all other incidental charges etc., complete as per standard specifications.
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-
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Road A
2247.33
49081
21.84
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Road B
210.23
4591
21.84
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Road C
220
4804
21.84
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Advance B.T. Patches with bituminous premix chips upto 50mm thick using standard 45mm IRC size HBG metal cum of metal premix with 44Kgs of 80/100 grade bitumen per cum of metal in accordance with the requirement of the specifications to serve as base course and in conformity with the drawing or as directed by the Engineer.
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-
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Road C
48.78
185898
3810.96
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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 Vth Revision Specification no.111,112,406,900
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-
-
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Road A
1121.96
2427809
2163.9
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Road B
180.65
390908
2163.9
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Road C
66
142817
2163.9
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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 no.111,112, 501,502,900- over WMM
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-
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Road A
8533
697914
81.79
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Road B
1100.9
90042
81.79
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Road C
660
54001
81.82
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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 no.111,112,501, 503,900- over granular surfaces treated with primer
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-
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Road A
8533
161103
18.88
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Road B
1100.9
20784
18.88
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Road C
660
12467
18.89
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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 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification no.111,112,501, 503,900 - over bituminous surfaces
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-
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Road A
42
1138
27.11
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Road B
520.7
14116
27.11
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Road C
9892.5
268185
27.11
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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 no.111,112,501,503,900 - Grading II
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-
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Road A
426.65
3636030
8522.28
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Road B
81.11
691242
8522.28
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Road C
122.38
1042956
8522.28
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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 as per clause No. 507 of MORTH Specification no. 111, 112, 507, 900 complete in all respects - Grading II
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-
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Road A
257.25
2782801
10817.5
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Road B
48.7
526812
10817.5
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Road C
316.58
3424604
10817.5
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Providing combaction for berms using the box cut earth including all hire and fuel charges for power roller for compaction, water sprinkler, including all labour charges for laying, spreading, watering etc., complete and as directed by the departmental engineers for making up of low berms. (Earth work compaction only)
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-
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Road A for Berms
434.7
11580
26.64
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Road B for Berms
49.5
1318
26.64
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Earth work excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications including all hire and fuel charges for power roller for compaction, water sprinkler, including all labour charges for laying, spreading, watering etc., complete and as directed by the departmental engineers for making up of low berms
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-
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Road B
31.5
5773
183.3
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Road C
364
66721
183.3
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Providing Barrier Type Kerb for median/ islands using vibrated cementconcrete of grade M20 (1:1.5:3) using 20 and 12mm ISS HBG metal fromapproved quarry, including cost and conveyance of all materials to worksite,including hire and fuel charges of all the machineries employed for this work,including all labour charges for mixing, laying, curing, painting, including allother incidental charges etc., complete as per drawing and standardspecification..
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-
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ROAD B
54.86
30926
563.73
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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. Refilling for Kerb Median [ Barrier Type] Center portion using Cut earth
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-
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ROAD B
7.55
323
42.85
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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
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17483996
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Add GST at 18%
1
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3147119
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Total Value put to Tender
1
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20631115
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Excess/Less Percentage
1
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-
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Final Value
1
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-
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Add GST at 18% of Final Value
1
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-
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Total Value of Contract Including 18% of GST
1
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-
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Basic cost of value put to tender as per Estimate
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17483996
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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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