Highways Department Tender
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Highways Department Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date24 Aug 2024
Closing Date23 Sep 2024
Tender Amount₹ 5,42,60,000
Costs
EMD
₹ 2,83,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Mdu No 012 Tn No 06 2024 25 Hdo Dated 16 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_477034_1Bid Award Id
ViewTender No
MDU No 012 TN No 06 2024 25 HDO Dated 16 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 B
49.03
82346
1679.51
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Road C
48.91
83436
1705.91
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Road D Box culvert at Km 0/2
33
55859
1692.71
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Road E Box culvert at Km 0/8
41.25
73091
1771.91
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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 B
21.24
37553
1768.07
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Road C
34.94
62698
1794.47
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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
151.67
3312
21.84
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Road B
22.29
486
21.84
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Road C
149.04
3255
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 A
249.09
915453
3675.19
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Wet Mix Macadam (Table 400-13) Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 Specification no.111,112,406,900
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-
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Road A
68.25
150872
2210.59
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Road B
54.32
112470
2070.52
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Road C
234.81
486178
2070.52
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Road D Box culvert at Km 0/2
55
113878
2070.52
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Road E Box culvert at Km 0/8
68.75
142348
2070.52
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Prime coat Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm 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 perClause 502 of MORTH Rev-5 Specification no. 111, 112, 501,502,900- over WMM
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-
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Road A
455
37250
81.87
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Road B
224.58
18386
81.87
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Road C
1274.14
104301
81.86
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Road D Box culvert at Km 0/2
220
18009
81.86
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Road E Box culvert at Km 0/8
275
22514
81.87
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Tack coat - Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm 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 perClause 503 of MORTH Rev-5 Specification no.111,112,501, 503,900
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-
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Road A
455
8604
18.91
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Road B
224.58
4246
18.91
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Road C
1274.14
24093
18.91
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Road D Box culvert at Km 0/2
220
4160
18.91
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Road E Box culvert at Km 0/8
275
5200
18.91
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Tack coat - Providing and laying Tack Coat over Existing BT surface using 2 Kg of Bitumen Emulsion (RS1) per 10 sqm 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 perClause 503 of MORTH Rev-5 Specification no.111,112,501, 503,900
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-
-
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Road A
65862.5
1786849
27.13
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Road B
2052.75
55691
27.13
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Road C
1014.42
27521
27.13
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Bituminous Macadam :Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50-13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5 Specification no.111,112,501,503,900 - Grading II
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-
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Road A
795.85
6851058
8608.48
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Road B
11.19
94576
8451.84
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Road C
63.7
538382
8451.84
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Road D Box culvert at Km 0/2
11
92970
8451.84
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Road E Box culvert at Km 0/8
13.75
116212
8451.84
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Dense Bituminous Macadam :Providing, laying 75mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm, 0.35cum of13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30 kgs of VG30 grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 of MORTH rev-5 Specification no.111,112,501,503,900 - Grading I
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-
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Road B
5.18
47508
9171.43
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Bituminous Concrete (Table 500-17) Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 Specification no. 111, 112, 507, 900 complete in all respects - Grading II
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-
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Road A
1989.54
21741991
10928.15
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Road B
71.79
773135
10769.4
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Road C
68.66
739427
10769.4
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Road D Box culvert at Km 0/2
6.6
71078
10769.4
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Road E Box culvert at Km 0/8
8.25
88847
10769.4
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Providing compaction for embankment / making up of low berms using the available 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 (Earth work compaction only)
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-
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Road C
45
1198
26.64
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Filling Carted Earth in between gap for median and island and above road level with approved materials deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, greaded and compacted as per CL:407 of MORTH
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-
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Road B
16.92
3332
196.97
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Road C
39.58
7796
196.97
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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 charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of 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 making up of low berms with conveyance (Conveyed earth avg lead 2km)
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-
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Road A for Berms
3780
744546
196.97
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Refilling the Excavated Earth including removal and Satisfactory removal disposal of all materials necessary for the construction of Road way and side drains in accordance with the specification and the lines, grads and cross section shown in the drawings or as instructed by the Engineer. as per MORT & H Specification (Vth Revision) no.111, 112, 301, 300, 900
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-
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Road B Toe wall
16.59
710
42.85
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Dismantling
Dismantling the existing RR masonry with cement mortor / PCC / RCC / Cut Stone Slab salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc,as per MORTH Specification no.111,112,202
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-
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PCC
-
-
-
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Road C
2.86
1390
486.2
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Road D Box culvert at Km 0/2
48.75
23702
486.2
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Road E Box culvert at Km 0/8
61.25
29779
486.2
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Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as bailing out water shoring, strutting, walling and forming protective bunds wherever necessary etc., complete as per relevant standard specification for Paver Block portion, Foundation of Retaing wall, Drain and dressing the bed up to sill level for Culverts. etc, complete as per standard specification 111,112,304
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-
-
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Road B Toe wall
16.59
2044
123.26
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Road D Box culvert at Km 0/2
57.7
7112
123.26
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Road E Box culvert at Km 0/8
57.7
7112
123.26
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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 no 111,112,304
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-
-
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Road D Box culvert at Km 0/2
216.38
62613
289.37
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Road E Box culvert at Km 0/8
166.49
48177
289.37
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Vibrated Cement Concrete M15 using 40mm ISS size HBG graded metal crushed stone including cost and conveyance of all materials to site including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing, including all incidental charges etc., complete as per MORTH Specification no.111, 112, 1000, 1500, 1700, 2200, 900 For Leveling Course and Foundation and FOOTINGS OF PCC RETAINING WALL
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-
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Road B Toe wall
16.59
100867
6080
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Road B RCC Crash Barrier Median
5.49
33379
6080
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Road D Box culvert at Km 0/2
23.74
142175
5988.84
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Road E Box culvert at Km 0/8
21.47
129651
6038.71
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Vibrated Cement Concrete M15 using 40mm ISS size HBG graded metal crushed stone including cost and conveyance of all materials to site including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing, including all incidental charges etc., complete as per MORTH Specification no.111, 112, 1000, 1500, 1700, 2200, 900 For Below sill level
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-
-
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Road B Toe wall
38.71
350623
9057.69
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Vibrated Reinforced Cement Concrete M25 (Design Mix) using crushed ISS size HBG graded metal of including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering, labour charges for formwork and centering, labour charges compacting, finishing and curing including all incidental charges etc., completed as per MORTH Specification no.1000,1500,1600,1700,2300, 900 for BOX CULVERT
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-
-
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Road D Box culvert at Km 0/2
132.48
1446693
10920.09
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Road E Box culvert at Km 0/8
132.48
1453301
10969.97
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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 MORTH Vth Revision Specification No. 1000, 1500, 1600, 900
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-
-
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Road D Box culvert at Km 0/2
12.22
1168345
95609.27
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Road E Box culvert at Km 0/8
13.33
1274758
95609.27
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Providing and fixing of G.I. Drainage spouts 100mm dia as per MOST drawing No.SD/205 with grating arrangements at top as shown in the drawing including cost and conveyance of GI pipes and flats and fixing them in position etc., complete
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-
-
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Road D Box culvert at Km 0/2
6
14988
2498.1
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Road E Box culvert at Km 0/8
6
14988
2498.1
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Vibrated Cement Concrete M30 Grade (Design mix) Using IRC size hard granite metal including cost and conveyance of all materials to site cost of premoulded expansion joints and fixing the same in position including cost and labour charges for formwork, labour charges for laying compacting curing, including all incidental charges etc., complete standard specification 1000,1500,1600,1700,2702 & 900 for WEARING COAT 75MM uniform thickness OVER DECK SLAB AND APPROACH SLAB
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-
-
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Road D Box culvert at Km 0/2
97.73
61151
625.72
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Road E Box culvert at Km 0/8
97.73
61812
632.48
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Vibrated Cement Concrete M20 Nominal mix using 40mm 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 for Wings walls, & parapet wall.. as per MORTH Specification no. 111,112,1000, 1500, 1700,2200,900
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-
-
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Road D Box culvert at Km 0/2
78.32
644940
8234.68
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Road E Box culvert at Km 0/8
53.94
454585
8427.62
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Earthwork excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains inaccordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer. Formation of embankment using carted earth with a lead of 2 km. for Diversion Road
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-
-
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Road D Box culvert at Km 0/2
108
21272
196.97
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Road E Box culvert at Km 0/8
135
26590
196.97
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Removing and refixing the existing Center median of size 0.610 m at bottom 0.250 m at middle 0.150 at top and to a height of 0.860 m and length of 1.00m including labour charges, Machinary charges and all other Incidental charges etc., complete
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-
-
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Road B
20
4977
248.86
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Providing Barrier Type Kerb for median/ islands using vibrated cement concrete of grade M20 (1:1.5:3) using 20 and 12mm ISS HBG metal from approvedquarry, including cost and conveyance of all materials to work site, including hire and fue lcharges of all the machineries employed for this work, including all labour charges for mixing, laying, curing, painting, including all other incidental charges etc., complete as per drawing and standard specification.
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-
-
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Road B
88.48
49439
558.76
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Road C
303.83
170238
560.31
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Providing R.C.C Centre Median of size 0.610 m at bottom 0.250 m at middle 0.150 m at top and to height of 1.05 m from the road level including cost and conveyance of all materials to work site including picking the existing B.T surface if necessary , and providing form work for shuttering on both sides and chamfered edges at top, including cost of steel reinforcements as per the Bar bending schedule appended here with , fabrication and placing in position of steel grills including cost of binding wire, laying of R.C.C M25 concrete using ISS HBG graded metal including cost and conveyance of all materials to work site from the approved sources including labour charges for mixing, laying, curing etc, and cost and laying of 100mm dia PVC pipes [ for service utilities ] at the middle of the median as directed by the departmental officers , Rendering smoothness over the CC surfaces with 10 Kg of cement for 10 m2 area and painting two coats over the CC surfaces with best approved quality of cement paint including primer etc, including all labour charges ,hire and fuel charges for the tools and plants employed and as per the standard specification and in accordance with the drawings appended here with and as directed by the departmental officers etc, complete.
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-
-
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Road B RCC Crash Barrier Median
90
725259
8058.44
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Providing and Fixing Highmast lighting (16 Metre) with 8 Nos. 150W LED Fitting (PWD SOR Sl.No M-2138)
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-
-
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Road B
2
1056200
528100
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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
-
45981387
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Add GST at 18%
1
-
8276650
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Total Value put to Tender
1
-
54258037
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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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45981387
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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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