Highways Department Tender
... More
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date19 Sep 2024
Closing Date17 Oct 2024
Tender Amount₹ 11,31,13,000
Costs
EMD
₹ 5,76,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HWAY_484616_1Bid Award Id
ViewTender No
TN.22/Sl.No.01/CPT Div/CRIDP 2024-25Tender 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 B
10693
1318019
123.26
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ROAD C
2397.98
295575
123.26
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Filling with carted earth from approved source( 15 Km lead) as directed by the departmental officers with not less than CBR 10% including cost and conveyance of earth to site, spreading the earth uniformly in layers of not exceeding 250 mm thick as directed by the department officers including compacting each layer to the required density in accordance with IS 2720 part VII at 97% Proctor density for embankment and shoulders keeping the moisture content of earth at the time of compaction within the range of 1% above and 2% below the OMC determined and plasticity index value of not more than 20 and liquid limit not greater than 40 in accordance with IS 2720 using required capacity rollers to achieve the required density in each layer including watering with all leads for water and finishing the surface to the line and grades, sections as directed by the departmental officers and including hire charges and running charges for the roller and all other tools and plants employed for the work and all labour charges widening of embankment including compacting the original ground with power roller etc, complete ( at 97 % Compaction).
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-
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ROAD B
4750
1900855
400.18
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Constructionof dry lean cement concrete Sub-base over a prepared sub - grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25mm, aggregate cementration otto exceed15:1,aggregate gradation after blending to be as pertable 600- 1,cement contentn otto be less than 150kg/cum, concrete strengthn otto be less than 10Mpa at 7days ,mixed at site,compacted using vibrator, finishing and curing.
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-
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ROAD C
1737.66
8833776
5083.72
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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
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-
-
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ROAD A
635
1292777
2035.87
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ROAD B
1180
2277718
1930.27
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ROAD C
53
115665
2182.37
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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
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-
-
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ROAD A
578
1227920
2124.43
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ROAD B
950
1917888
2018.83
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Wet Mix Macadam (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 soil compactor 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
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-
-
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ROAD A
1691
3500894
2070.31
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ROAD B
2484
5142650
2070.31
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ROAD C
66
151153
2290.21
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Prime Coat -Providing and laying Prime Coat over WBM/WMM surface using 7Kg 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.
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-
-
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ROAD A
5771
468720
81.22
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ROAD B
9829
798114
81.2
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ROAD C
263
21347
81.17
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Tack Coat over WBM/WMM- 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 per Clause 503 of MORTH Rev-5
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-
-
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ROAD A
5771
107744
18.67
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ROAD B
9829
183507
18.67
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ROAD C
263
4904
18.65
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Tack Coat over Dry Lean Cement-Providing and laying Tack Coat over Dry Lean Cement Concrete surface using 3.00 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
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-
-
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ROAD C
6950.65
146658
21.1
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Tack Coat over Existing BT - 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
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-
-
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ROAD A
12255
330149
26.94
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ROAD B
15723.3
423428
26.93
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ROAD C
14786.35
398048
26.92
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Bituminous Macadam Patches (Table - 500-10) - (Providing and laying Bituminous Macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade 30) at percentage specified by JMF by weight of total mix 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 Clause 505 MORT&H Rev-V) - Grading II.
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-
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ROAD B
77
633429
8226.36
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Bituminous Macadam (Table 500-10) 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 37 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 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
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-
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ROAD A
65
534713
8226.36
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ROAD B
21.8
179334
8226.36
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ROAD C
61.54
519945
8448.9
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DBM (Grade-II) 60/50mm Thick Using VG30 Providing, laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs 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 work site, spreading the mix to uniform thickness of 50mm using paver to the specified grades and cross sections and compacted by Vibratory /Pneumatic Roller to the required density etc., including labour for attending to paver at site etc.,including hire and fuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher,Vibratory rollers and all other tools and plant required, including all other incidental charges etc.,complete as per specification using CMP as per clause 505 MORTH Rev-5
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-
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ROAD A
347
3334628
9609.88
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ROAD B
469.7
4513760
9609.88
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DBM (Grade-I) 75/100mm Thick Using VG30 Providing, laying75mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs 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 work site, spreading the mix to uniform thickness of 50mm using paver to the specified grades and cross sections and compacted by Vibratory /Pneumatic Roller to the required density etc., including labour for attending to paver at site etc.,including hire and fuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher,Vibratory rollers and all other tools and plant required, including all other incidental charges etc.,complete as per specification using CMP as per clause 505 MORTH Rev-5
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-
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ROAD C
660.31
6020363
9117.48
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BC 30/40mm Thick (Grade-II) 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
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-
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ROAD A
543
5649344
10403.95
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ROAD B
766.6
7975668
10403.95
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ROAD C
880
9339792
10613.4
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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.
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-
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ROAD A
1440
342720
238
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ROAD B
1867.5
444465
238
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ROAD C
1775.25
543918
306.39
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Refilling the excavated Earth Work other than sand for boxing earth work - 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
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-
-
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ROAD B
1051.1
45039
42.85
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Supply and Fixing of KM Stone of standard design and drawing as per IRC: 8 - 1980 (second revision) including painting and numbering etc., and all other incidental charges etc., complete and as directed by the Engineer.
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-
-
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ROAD A
3
6591
2197
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ROAD B
4
8788
2197
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Supply and Fixing of HM Stone of standard design and drawing as per IRC: 26 - 1967 (second revision) including painting and numbering etc., and all other incidental charges etc., complete and as directed by the Engineer.
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-
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ROAD A
13
7470
574.65
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ROAD B
18
10343
574.65
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Painting with synthetic Enamel paint over the existing KM, HM Stones, boundary stones, Guide stones, Parapets of Culverts, Tree number back ground, etc., including cost of paint and labour charges, etc., including all other incidental charges as directed by departmental officers.
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-
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ROAD A
11
2780
252.8
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White washing with white cem over the Culvert parapets, etc., including cost of white cem and labour charges, etc., including all other incidental charges as directed by departmental officers.
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-
-
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ROAD A
305
11234
36.84
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Letterings in KM & HM Stones, including cost of Paint and labour charges and all other incidental charges, etc., complete as directed by departmental Engineer. Lettering 5 to 10 cm. Size
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-
-
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ROAD A
360
2646
7.35
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Letterings in KM & HM Stones, Culvert parapets / Bridges and tree numbers including cost of Paint and labour charges and all other incidental charges, etc., complete as directed by departmental Engineer. Lettering 10 to 15 cm. Size
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-
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ROAD A
45
551
12.25
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Sub - Work : Road A. Reconstruction of box culvert at km 13/6, 13/10,14/2,14/8 including construction of box culvert at km 13/4.Cheyyur - Wandavasi Road to Villivakkkam Road Road B. Reconstruction of box culvert at km 3/2 , 4/6(ii), 4/10 Pavunjur - Anaicut Road.
Road C. Reconstruction of box culvert at Km 6/2, 6/6, 7/2, 7/6,8/4,8/6,8/8 P.V.Kalathur Road to Villipuram
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-
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Removing the existing RR Masonry structure including labour charges clearing away and carefully stacking materials useful for reuse for any thickness of walls etc, complete. (W-0015)
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-
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ROAD B - Box Culvert
48.9
13845
283.14
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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. W00226 For diversion road
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-
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ROAD A - Box Culvert
30
128304
4276.8
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ROAD B - Box Culvert
22.5
96228
4276.8
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Laying and fixing of 1000mm dia pipes in position excluding cost of pipes but including conveyance to work site and handling charges on both sides including labour charges for positioning and packing the joints and all other incidental charges etc.,complete W0229 for diversion road
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-
-
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ROAD A - Box Culvert
30
7986
266.2
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ROAD B - Box Culvert
22.5
5989
266.2
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Dismantling Culverts,bridges and other structures Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc.For Cutstone slab as per MORT&H Rev. V specifications
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-
-
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ROAD A - Box Culvert
28.8
14772
512.93
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Dismantling the the existing Plain Cement concrete 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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ROAD A - Box Culvert
36
17503
486.2
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ROAD C - Box Culvert
302.04
146851
486.2
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Dismantling the Cut Stone Slab over culverts upto 3.3m height below GL clearing away and carefully stacking materials useful for reuse for any thickness of walls etc, complete
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-
-
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ROAD B - Box Culvert
56.5
66624
1179.2
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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 for Foundation of Abutments and Piers.
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-
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ROAD A - Box Culvert
1283.4
372186
290
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ROAD B - Box Culvert
808.3
234407
290
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ROAD C - Box Culvert
1566.74
454354
290
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Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW Box Culvert and Wing wall.
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-
-
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ROAD A - Box Culvert
59.3
376064
6341.72
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ROAD B - Box Culvert
37.9
229979
6068.06
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ROAD C - Box Culvert
72.82
447366
6143.45
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Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm ISShard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Box culvert.
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-
-
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ROAD A - Box Culvert
197
2466205
12518.81
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ROAD B - Box Culvert
118.4
1449887
12245.67
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ROAD C - Box Culvert
275.8
3407740
12355.84
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Vibrated Cement concrete of grade M30 (Design Mix) using ISS HBG graded metal including cost and conveyance of all materials to site including cost of Cement at site including cost and labour charges for formwork, soft water, labour charges for formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc., as per relevant standard specification for Wearing Coat 75mm thickness over Deck Slab.
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-
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Road B Culvert Work
71.1
47361
666.13
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Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges for laying, compacting, curing all incidental charges etc., complete for Wing wall and Parapet.
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-
-
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ROAD A - Box Culvert
411.2
3444490
8376.68
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ROAD B - Box Culvert
267.5
2162354
8083.57
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ROAD C - Box Culvert
434.6
3590682
8262.04
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Supply and fabrication of STEEL grade Fe500D with suitable anticorrsive measure required for all the reinforced cement concrete items of work involved in the shedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete.
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-
-
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ROAD A - Box Culvert
12.89
1232412
95610
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ROAD B - Box Culvert
8.1
774441
95610
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ROAD C - Box Culvert
20.92
2000161
95610
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Filling Gravel behind the abutments and return walls using filter materials confirming to Clause 309.33 B of MORT & H well packed with small size towards the solid and bigger size the wall including cost and conveyance to work site including all other incidental charges etc., complete.
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-
-
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ROAD B - Box Culvert
317.6
104341
328.53
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Supply and fixing GI DRAINAGE SPOUTS 100mm dia as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing including cost and conveyence of G.I pipes and flats and fixing them in position, etc., complete as per cl2705 of MORTH&H specifiction.(W-0222)
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-
-
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ROAD B - Box Culvert
6
14988
2498.1
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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 Diversion Road.
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-
-
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ROAD A - Box Culvert
1148
273224
238
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ROAD B - Box Culvert
1012.5
276797
273.38
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ROAD C - Box Culvert
702.63
215278
306.39
... More
Collection and Supply of gravel including cost and conveyance of gravel 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 for Diversion Road.
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-
-
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ROAD B - Box Culvert
472.5
164288
347.7
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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
-
95857536
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Add GST at 18%
1
-
17254356
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Total Value put to Tender
1
-
113111892
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Quoted value
1
-
-
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Final Quoted Value
1
-
-
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Add GST at 18% of Final Quoted Value
1
-
-
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Total Value of Contract Including 18% of GST
1
-
-
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Basic cost of value put to tender as per Estimate
-
95857536
-
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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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-
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