Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date17 Oct 2024
Closing Date5 Nov 2024
Tender Amount₹ 6,25,40,000
Costs
EMD
₹ 3,23,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Try-109 Thirumayam (h), C And M Subdivision
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_494203_4Tender No
TN.No.42 / 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
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, 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 Boxing
-
-
-
Road-A
1822.8
123
224678.33
Road-B
760.73
123
93767.58
Road-C
1310.62
123
161547.02
Road-F
1558.68
123
192122.9
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
-
-
-
Road-A
449.55
2030
912649.44
Road-B
159.39
1964
313064.27
Road-C
239.02
1779
425297.85
Road-F
515.79
1832
944999.49
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
-
-
-
Road-A
290.04
2119
614629.56
Road-B
144.9
2053
297497.09
Road-C
217.29
1868
405967.25
Road-F
251.61
1921
483373
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
-
-
-
Road-A
725.09
2133
1546769.24
Road-B
362.25
2133
772755.32
Road-C
543.22
2133
1158802.34
Road-E
66
2133
140791.86
Road-F
629.01
2133
1341810.42
Providing and laying Prime Coat over WMM surface using Pressure Distributior at the rate of 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
-
-
-
Road-A
2900.35
80
232405.05
Road-B
1449
80
116108.37
Road-C
2172.89
80
174113.68
Road-E
660
80
52885.8
Road-F
2516.05
80
201585.93
Providing and laying Tack Coat over WMM surface (treated with primer) using Pressure Distributior 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.
-
-
-
Road-A
2900.35
18
53163.42
Road-B
1449
18
26560.17
Road-C
2172.89
18
39829.07
Road-E
660
18
12097.8
Road-F
2516.05
18
46119.2
Providing and laying Tack Coat over Existing BT surface using Pressure Distributior 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
-
-
-
Road-A
11434.95
26
304970.12
Road-B
2499
26
66648.33
Road-C
7662.05
26
204346.87
Road-E
20652.8
26
550810.18
Road-F
9936.25
26
264999.79
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)
-
-
-
Road-E
16.52
3453
57059.91
Providing, laying 50-75 mm 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 Required thickness of 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
-
-
-
Road-A
203.02
9586
1946239.05
Road-B
94.19
9586
902946.78
Road-C
112
9586
1073681.28
Road-F
150.96
9586
1447168.98
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
-
-
-
Road-A
569.07
8219
4677322.91
Road-E
209
8219
1717821.16
BC 30 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
-
-
-
Road-A
430.06
10368
4459133.02
Road-B
118.44
10368
1228060.54
Road-C
295.05
10368
3059264.28
Road-E
639.36
10368
6629287.28
Road-F
373.57
10368
3873409.11
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 compaction, water sprinkler, including all labour charges for laying, spreading, watering etc., complete and as directed by the departmental engineers.
-
-
-
Road-A
388
26
10344.08
Road-B
66.1
26
1762.23
Road-C
418.59
26
11159.61
Road-F
310.78
26
8285.39
Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with in average lead of 5km 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 for 5 Km Lead
-
-
-
Road-E
971
238
231117.42
Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing
on bank with in average lead of1km all leads and lifts as per SS20B including cost of all labour charges, materials,tools, equipments and all incidental charges, including compacting with vibratory soilcompactor, 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 embankment / sub grade
-
-
-
Road-F
5781
218
1264015.65
Box Culvert
-
-
-
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.
-
-
-
Road-A
149.2
289
43174
Road-C
367.22
289
106262.45
Road-D
338.65
289
97995.15
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.
-
-
-
Road-A
4.97
6250
31065.93
Road-C
11.05
6122
67650.64
Road-D
27.6
6174
170420.62
Vibrated Cement Concrete M 20 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 footing below wing wall
-
-
-
Road-A
3.37
6439
21702.4
Road-C
7.59
6311
47903.6
Road-D
2.7
6363
17182.37
Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm and 12mm ISShard broken granite metal using with M-Sand 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.
-
-
-
Road-A
31.2
12366
385827.62
Road-C
70.62
12289
867862.6
Road-D
151.5
10831
1640999.52
Vibrated Cement Concrete M 20 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 culvert wing wall and Parapet
-
-
-
Road-A
42.17
8562
361080.63
Road-C
103.67
8319
862519.89
Road-D
53.12
8338
442923.59
Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using ISS size HBG graded metal using with M-Sand 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. for Approach Slab
-
-
-
Road-D
19.11
9242
176628
Vibrated Reinforced Cement concrete M30 (Design Mix) using ISS size HBG graded metal and using M sand 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.
-
-
-
Road-A
19.11
679
12991.17
Road-C
42.77
670
28664.45
Road-D
161.43
674
108810.28
Supply and fabrication of steel (HYSD) Fe500 grade 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
-
-
-
Road-A
2.29
95609
218754.01
Road-C
5.17
95609
494491.14
Road-D
10.5
95609
1003992.94
Stone Dust Filling in between the box culvert and wing wall including cost and conveyance to site including labour charges for filling in layers, watering tamping under optimum moisture content to get the maximum density all incidental charges etc., complete. MORTH Vth Rev.
-
-
-
Road-A
10.24
350
3591.58
Road-C
20.07
276
5549.76
Road-D
14.16
350
4966.48
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
-
-
-
Road-A
10.2
192
1963.5
Road-C
22.3
192
4292.75
Road-D
33.6
192
6468
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 Stone masonary in cement mortar
-
-
-
Road-A
17.56
283
4971.94
Road-C
33.1
283
9371.93
Road-D
45.6
283
12911.18
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 RCC work
-
-
-
Road-D
21
4308
90482.7
Collection and supply of Carted earth with an average lead of 1.0 km including cost and conveyance to worksite and stacking them on road side for taking premeasurements and spreading the same in the berms as directed by the Engineer with initial lift including all labour charges and consolidation with power roller including all tools and plants and all other incidental charges etc., complete for Diversion road in accordance with standard specificationsas per MORTH Vth Rev., 111, 112, 408 & 900. (for formation of Diversion Road).
-
-
-
Road-A
285.83
183
52398.36
Road-C
347.69
183
63738.53
Road-D
262.03
183
48035.34
Supply of 1000mm dia RCC NP3 class pipe 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., 2905,2906 and 900 for diversion road.
-
-
-
Road-A
7
4276
29937.6
Road-C
7.5
4276
32076
Road-D
17
4276
72705.6
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.
-
-
-
Road-A
7
266
1863.4
Road-C
7.5
266
1996.5
Road-D
17
266
4525.4
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 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.
-
-
-
Road-A
28.13
2030
57107.84
Road-C
28.13
1779
50052.83
Road-D
16.88
1964
33154.68
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 Soil compactor to achieve the desired density, Complete as per clause 406) .as per MORT&H Rev.-V specifications No.111. 112. 406. 900.
-
-
-
Road-A
28.13
2133
60007.2
Road-C
28.13
2133
60007.2
Road-D
16.88
2133
36008.58
REFILLING AVAILABLE BOX CUT EARTH IN CENTRE MEDIAN
Refilling available excavated earth in layers, not exceeding limits including watering compaction including all labour charges and incidental charges etc., in between the Kerb type median complete as directed by the Engineer as per MORTH Vth Rev.,111,112,301,304,305,2907
-
-
-
Road-B
15.55
42
666.32
Providing Barrier Type Kerb for median/ islands using vibrated cement concrete of grade M20 nominal mix of(1:1.5:3) using 20 and 12mm ISS HBG metal from approved quarry, including cost and conveyance of all materials to worksite, including hire and fuel charges of all the machineries employed for this work, includingall labour charge for mixing, laying, curing, painting, including all other incidental charges etc., complete as per drawing and standard specification.
-
-
-
Road-B
114.1
492
56210.22
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
52994015
-
Add GST at 18%
1
9538923
-
Total Value put to Tender
1
62532938
-
Quoted Percentage
1
-
-
Quoted Value
1
-
-
Add GST at 18% of Final Quoted Value
1
-
-
Total Value of Contract Including 18% of GST
1
-
-
Basic cost of value put to tender as per Estimate
-
-
52994015
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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-
-
Quoted Rate in Words
-
-
-
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