Highways Department Tender
... More
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date17 Oct 2024
Closing Date5 Nov 2024
Tender Amount₹ 4,81,10,000
Costs
EMD
₹ 2,51,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Try-111 Aranthangi (h) C And M Sub Division
Description
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Contact
Tender Id
2024_HWAY_494206_1Bid Award Id
ViewTender No
TN.No.44 / 2024-2025Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
GEM & Bid Advisory Services
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Documents
BOQ Items
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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 Box Cutting for Widening portion. as per MORT&H Rev.V Specifications No.100,111,112,304,305.
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-
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Road A
1945.86
123
239846.7
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Road B
1001.1
123
123395.59
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Road C
689.13
123
84942.16
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Granular Sub-Base with Close Graded Material (Table:- 400-1)
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 soil compactor to achieve the desired density, complete as per clause 401 for grading-III Material
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-
-
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Road A
344.4
2192
755117.66
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Road B
184.64
2126
392648.04
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Road C
101.84
2192
223290.31
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Granular Sub-Base with Close Graded Material (Table:- 400-1)
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 soil compactor to achieve the desired density, complete as per clause 401 for grading-V Material
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-
-
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Road A
723.24
2102
1520431.29
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Road B
313.89
2036
639158.51
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Road C
213.87
2102
449608.21
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WET MIX MACADAM
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam required thickness, 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
861
2330
2006801.58
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Road B
570.72
2330
1330222.76
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Road C
267.29
2330
622994.19
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Prime Coat Over WMM Surface
Providing and laying Prime Coat over WMM surface using pressure distributor 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
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-
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Road A
3444
80
276002.16
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Road B
2582.9
80
206993.61
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Road C
1069.11
80
85678.48
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Tack Coat Over Primed Surface
Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using pressure distributor 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
3444
18
63128.52
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Road B
2582.9
18
47370.39
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Road C
1069.11
18
19596.79
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Tack Coat Over Existing BT Surface
Providing and laying Tack Coat over Existing BT surface using pressure distributor 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 per Clause 503 of MORTH Rev-5
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-
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Road A
3069.9
26
81874.23
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Road B
3092.5
26
82476.98
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Road C
2075.5
26
55353.59
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Road D
14087.6
26
375716.29
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Milling the existing BT surface 50 to 70mm depth
Removal of the Black Topped (BT) surface to 50 to 70mm depth using Milling machine, including conveying the milled waste materials away from the worksite to an average distance including hire and running charges for the machine, conveyance charges, unloading at unobjectionable place, cleaning the milled surface as to avoid slippery including all other incidental charges etc. complete as per the direction of the departmental officers
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-
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Road A
2800
86
241584
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Road C
1979.7
86
170808.52
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Road D
4200
86
362376
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Advance BT patch work to an average thickness of 50mm using 45mm IRC size HBG metals with 44.00kg of (VG10) 80/100 grade bulk bitumen per 1 cum metals including premixing, laying over the existing BT surface and compaction including all labour and other incidental charges etc., completed as per clause 3004-2 and in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 501 & 900. (For Patch Works)
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-
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Road B
6.37
3771
24024.96
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Providing and laying 50mm thick Bitumen macadam using coarse aggregate and using VG 30 consist of construction in the single coarse base / binder course confirming to the specification previously prepare base (using mini hot mix plant and power roller including cost of material and labour charge,rental for machinery,fuel and all other incidental charges etc.,complete as per clause 504 MORTH rREV.,(MIx in place method) for patch work as per MORTH Vth rev.,111,112,501,504,900
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-
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Road A
6.09
8286
50462.11
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Road D
12.67
8303
105202.94
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BM (Grade-II) 50mm Thick Using VG30
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 of 50mm thick 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
151.54
8433
1277991.37
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Road B
129.14
8433
1089084.11
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Road C
103.79
8433
875298.43
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Road D
140
8433
1180670.4
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DBM (Grade-II) 55 mm 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 of 50mm thick 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 55mm 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
189.42
9804
1857122.93
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Road C
58.82
9804
576686.57
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BC 30mm Thick (Grade-II) Using VG30 Bitumen
Providing and laying Bituminous Concrete to 30mm 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 of 40mm thick 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 30mm 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
195.41
10580
2067609.76
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Road B
170.26
10580
1801500.63
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Road C
94.58
10580
1000739.63
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Road D
422.63
10580
4471797.31
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COMPACTION UTILIZING AVAILABLE BOX CUT EARTH
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
218.3
26
5819.88
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Collection and supply of Carted earth with on average lead of 5km including cost and conveyance to worksite and stacking them on road side for taking premeasurements and spreading the same in the low berms as directed by the Engineer with initial lift including all labour charges and and tamping including all tools and plants and all other incidental charges etc., complete for in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 408 & 900 -
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-
-
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Road D
598.5
238
142454.97
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CULVERTS
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-
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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.
a)Dismantling brick masonry in cement mortar MORTH 111,112,202
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-
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Road B
17.56
283
4971.94
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Road C
14.47
283
4097.04
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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 and bracing and their subsequent removal, removal of all logs, stumps and other deletrious matter and obstructions, trimming bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification -MORTH Vth Rev., 304 for foundation.
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-
-
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Road B
218.02
289
63088.45
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Road C
327.46
289
94757.1
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Cement Concrete of grade M15 (Nominal Mix) using 40mm ISS size HBG graded metal using with M.Sand including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labor charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for LEVELLING COURSE as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900
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-
-
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Road B
6.08
6348
38597.24
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Road C
11.78
6398
75373.98
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Vibrated Cement Concrete M20 grade nominal mix using 40mm ISS size hard broken granite metal using with M.Sand including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for formwork and centering 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 and in accordance with standard specification for as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900 - for foundation of wing wall
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-
-
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Road B
4.22
6541
27604.33
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Road C
4.22
6587
27799.88
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Vibrated reinforced cement concrete design mix M25 grade using 20mm & 12 mm ISS size HBG graded metal crushed stone with M.Sand 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, compacting, finishing and curing including all incidental charges etc., complete - MORTH Vth Rev., 1000, 1500, 1600, 1700, 2200, 2300 & 900 for Box culvert
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-
-
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Road B
39.42
12528
493891.6
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Road C
74.65
12552
937079.21
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Supply and fabrication of (HYSD) Steel Grade Fe 500 as per Steel Schedule required for all RCC items of works involved in the schedule of drawings including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, positioning 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 standard specification. - MORTH Vth Rev., 1000, 1500, 1600 & 900
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-
-
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Road B
2.88
95609
275354.7
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Road C
5.76
95609
550996.22
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Vibrated Cement Concrete M20 grade nominal mix using 40mm ISS size hard broken granite metal and using M.sand including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for formwork and centering 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 and in accordance with standard specification for - Wing wall and Parapet as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900
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-
-
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Road B
61.5
8470
520910.54
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Road C
61.5
8516
523760.45
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Stone dust filling including cost and conveyance of Stone dust to work site 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 as per standard specification.
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-
-
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Road B
15.17
422
6407.5
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Road C
36.36
446
16226.01
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Vibrated Reinforced Cement concrete M30 (Design Mix) using HBG graded ISS size including cost and conveyance of all materials to worksite,but excluding cost and conveyance and fabrication of steel but including cost and labour charges for compacting,curing,including all incidental charges etc.,complete for Wearing coat of 75mm uniform thickness over Deck slab.
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-
-
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Road B
23.66
687
16263.88
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Road C
49.66
690
34310.09
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Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with average lead of 5 km 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, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For Carted Earth with compaction for diversion road with conveyance of 5 Kms Lead.
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-
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Road B
255.9
238
60909.32
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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, (Table : 401) 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 soil compactor to achieve the desired density, complete as per clause 401) - for Grading V Material. as per MORT&H Rev.V specifications No.111,112,401,900. for diversion road.
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-
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Road B
25.31
2036
51537.49
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Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam required 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. for Diversion Road.
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-
-
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Road B
25.31
2330
58992.04
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Providing and fixing 100mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite, cost and labour for semi-spherical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the backfill as per standard specification. -MORTH Vth Rev., 2700, 2706, 2707 & 900
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-
-
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Road B
28.6
192
5505.5
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Road C
33.6
192
6468
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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 as per MORTH Vth Rev., 1000, 2900 & 900 for Diversion road
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-
-
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Road B
7.5
4276
32076
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Laying and fixing of 1000mm 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 in position and packing the joints and all other incidental charges etc., complete as per standard specification as per MORTH Vth Rev., 2905, 2906 & 900 for Diversion road.
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-
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Road B
7.5
266
1996.5
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RCC - Drain
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-
-
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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 materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and 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 Drain.
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-
-
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Road C
819
166
136044.09
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Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal and Msand 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 for Drain
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-
-
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Road C
63
6483
408432.15
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Vibrated reinforced cement concrete design mix M25 grade using 20mm & 12 mm ISS size HBG graded metal crushed stone with M.Sand 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, compacting, finishing and curing including all incidental charges etc., complete - MORTH Vth Rev., 1000, 1500, 1600, 1700, 2200, 2300 & 900 for Drain Slabs and Walls.
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-
-
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Road C
342.56
14895
5102599.05
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Supply and fabrication of (HYSD) Steel Grade Fe 500 as per Steel Schedule required for all RCC items of works involved in the schedule of drawings including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, positioning 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 standard specification. - MORTH Vth Rev., 1000, 1500, 1600 & 900
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-
-
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Road C
18.65
95609
1783399.71
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Providing and fixing of FRP Gratings of 600 x 300 mm size with M.S flats of 25x10 mm for outer frames, 25x6 mm for inner braces and PVC pipe 150 mm dia fixed with mild steel grating, including cost and conveyance of pipes and gratings and fixing them in position.
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-
-
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Road C
70
500
35000
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Supply and fixing of SFRC Man Hole cover 750mm x 750mm including frames EHD 35 as per IRC 50-1999 and IS 12592 as directed by the Departmental officers including labour charges for fixing in the drain including all labour other incidental charges etc.,complete for Drain.
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-
-
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Road C
70
2971
207970
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CENTRE MEDIAN
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-
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Providing VRCC (M25 design mix) using 20mm ISS HBG Metal an M sand Center median of Size 0.610m at bottom 0.250m at middle 0.150m at top and height of 0.860m from the road level including cost and conveyance of all materials to work site including cost and Fabrication steel not less than 27 kg per RM of barrier and providing form work for shuttering on both sides and chambered edged at top including cost of steel reinforcement as per the bar bending rendering smoothness over the CC surfaces with 10kg of cement for 10sqm area and painting two coats over the cc surfaces with best approved quality of synthetic enamel paint including primer etc,. including all labours charges, hire and fuel charges for the tools and palnts employed and as per the drawings appended here with and as directred by the departmental officers etc,. complete.
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-
-
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Road A
200
8369
1673844
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Road C
60
8367
502075.2
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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
40767636
-
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Add GST at 18%
1
7338174
-
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Total Value put to Tender
1
48105810
-
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Quoted Percentage
1
-
-
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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
-
-
40767636
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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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-
-
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Quoted Rate in Words
-
-
-
Evaluation Notes How It Works ?
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