Highways Department Tender
... More
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Highways Department Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date26 Aug 2024
Closing Date23 Sep 2024
Tender Amount₹ 3,86,92,000
Costs
EMD
₹ 2,05,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Mdu No 020 Tn No 08 2024 25 Hdo Dated 19 08 2024
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
2024_HWAY_477166_1Bid Award Id
ViewTender No
MDU No 020 TN No 08 2024 25 HDO Dated 19 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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Road A
592.2
1227831
2073.34
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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- III Material
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-
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Road A
423
914750
2162.53
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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
5161.67
112730
21.84
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Road B
125
2730
21.84
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Road C
183.33
4003
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 B
25.33
100556
3969.87
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Road C
29.63
117183
3954.88
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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
2606
5639123
2163.9
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Road B
37.5
81146
2163.9
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Road C
55
119014
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
19715
1612095
81.77
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Road B
375
30663
81.77
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Road C
550
44968
81.76
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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
19715
372022
18.87
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Road B
375
7080
18.88
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Road C
550
10378
18.87
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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
1973.75
53488
27.1
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Road B
6242.7
169177
27.1
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Road C
6072.5
164564
27.1
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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
1040.75
8869562
8522.28
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Road B
61.88
527358
8522.28
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Road C
72.05
614030
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
650.66
7038514
10817.5
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Road B
198.57
2148030
10817.5
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Road C
198.68
2149220
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
918
24455
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
214
46786
218.63
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Road C
151
33013
218.63
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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 as per standard specification for foundation of Body wall and pipes..c. complete as per standard specification no 111,112,304
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-
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ROAD A (FOR PIPE CULVERT Km 9/10 )
23.34
5753
246.52
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ROAD A (FOR PIPE CULVERT Km 10/4 )
21.31
5253
246.52
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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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ROAD A (FOR PIPE CULVERT Km 9/10 )
0.95
5456
5743.33
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ROAD A (FOR PIPE CULVERT Km 10/4 )
1.28
7337
5732.36
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Vibrated Cement Concrete M20grade mix using 40mm ISS size hard broken granite metal including cost and conveyance of all materials from approved quarry to work site including cost of cement including cost and labou rcharges for form work and centering mixing the concrete,transporting,laying,vibrating,compacting,curing with all leads for soft potablewater, working in all depths including hire ,running and fue lcharges for all tools and plants employe dasperstandard specification for Body wall
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-
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ROAD A (FOR PIPE CULVERT Km 9/10 )
8.24
103144
12517.57
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ROAD A (FOR PIPE CULVERT Km 10/4 )
11.87
140280
11818.07
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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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ROAD A (FOR PIPE CULVERT Km 9/10 )
5
19107
3821.4
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ROAD A (FOR PIPE CULVERT Km 10/4 )
5
19107
3821.4
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Laying and fixing of 900 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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ROAD A (FOR PIPE CULVERT Km 9/10 )
5
1155
231
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ROAD A (FOR PIPE CULVERT Km 10/4 )
5
1155
231
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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 underoptimum moisture content to obtain the maximum density and all other incidental charges etc. complete as per standard specification.
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-
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ROAD A (FOR PIPE CULVERT Km 9/10 )
4.33
1983
458.12
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ROAD A (FOR PIPE CULVERT Km 10/4 )
2.19
992
452.97
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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
-
32789219
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Add GST at 18%
1
-
5902059
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Total Value put to Tender
1
-
38691278
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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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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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32789219
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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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