Highways Department Tender
... More
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Highways Department Tender
Civil And Construction
Eprocure
Opening Date23 Sep 2024
Closing Date22 Oct 2024
Tender Amount₹ 1,91,60,000
Costs
EMD
₹ 1,06,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Try 63 Mayiladuthurai H C And M Sub Division
Description
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Contact
Tender Id
2024_HWAY_486749_2Bid Award Id
ViewTender No
TN.NO.25/2024-2025Tender 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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At Km 0/4(i)
8.91
2522
283.14
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At Km 0/4(ii)
8.91
2522
283.14
... More
At Km 1/10
8.91
2522
283.14
... More
At Km 2/2 (i)
8.91
2522
283.14
... More
At Km 2/2 (ii)
8.91
2522
283.14
... More
At Km 2/6
15.75
4459
283.14
... More
At Km 2/8
8.91
2522
283.14
... More
At Km 2/10
8.91
2522
283.14
... More
At Km 3/2
8.91
2522
283.14
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Removal of Cut Stone Slabs / RCC Cover Slabs clearing away and carefully stacking materials useful for reuse for any thickness of walls including removal of debris clearing the site as directed by the departmetal officer complying with standard specification etc, complete
-
-
-
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At Km 0/4(i)
15
7693
512.93
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At Km 0/4(ii)
15
7693
512.93
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At Km 1/10
15
7693
512.93
... More
At Km 2/2 (i)
15
7693
512.93
... More
At Km 2/2 (ii)
15
7693
512.93
... More
At Km 2/6
11.2
5744
512.93
... More
At Km 2/8
15
7693
512.93
... More
At Km 2/10
15
7693
512.93
... More
At Km 3/2
15
7693
512.93
... More
Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc and removal of debris clearing the site as directed by the departmetal officer complying with standard specification. b) Dismantling Plain cement concrete MORTH 111 112 202
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-
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At Km 0/2
8.63
4195
486.2
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Earthwork excavation in all classes of soil except soft rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for foundation.
-
-
-
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At Km 0/2
226.78
65623
289.37
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At Km 0/4(i)
93.04
26922
289.37
... More
At Km 0/4(ii)
128.49
37181
289.37
... More
At Km 1/10
93.04
26922
289.37
... More
At Km 2/2 (i)
93.04
26922
289.37
... More
At Km 2/2 (ii)
128.49
37181
289.37
... More
At Km 2/6
207.32
59992
289.37
... More
At Km 2/8
93.04
26922
289.37
... More
At Km 2/10
128.49
37181
289.37
... More
At Km 3/2
93.04
26922
289.37
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Plain Cement concrete in M 15 using 40mm ISS HBG metal using M. Sand including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification for leveling course
-
-
-
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At Km 0/2
12.11
87548
7229.4
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At Km 0/4(i)
6.27
45347
7232.47
... More
At Km 0/4(ii)
7.02
50771
7232.47
... More
At Km 1/10
6.27
45443
7247.82
... More
At Km 2/2 (i)
6.27
45443
7247.81
... More
At Km 2/2 (ii)
7.02
50879
7247.81
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At Km 2/6
11.88
86140
7250.88
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At Km 2/8
6.27
45501
7257.02
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At Km 2/10
7.02
50944
7257.02
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At Km 3/2
6.27
45501
7257.02
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Providing Precast Vibrated Reinforced Cement Concrete Box of size 2.00 m x 2.00 m x 1.00 m segmant using M 35 Design mix using graded ISS HBG Metal and using M.Sand with (0.30m thick web, 0.30m thick bottom and top slab) as Specified in Drawings including, cost of all materials to site and cost of cement , Cost and Fabrication of Steel reinforcement not Less than 0.264 MT per segmant including cost of soft water, labour charges for mixing, cost for moulding, curing with all lead for soft water, tools and plants, transporting from casting yard to work site through required machinaries such as trailers, lifting, erecting and positioning as directed by using cranes of required capacity and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for Box Culvert
-
-
-
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At Km 0/4(ii)
10
847075
84707.53
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At Km 2/2 (ii)
10
847075
84707.53
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At Km 2/10
10
847075
84707.53
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Providing Precast Vibrated Reinforced Cement Concrete Box of size 1.50 m x 1.50 m x 1.00 m segmant using M 35 Design mix using graded ISS HBG Metal and using M.Sand with (0.30m thick web, 0.30m thick bottom and top slab) as Specified in Drawings including, cost of all materials to site and cost of cement , Cost and Fabrication of Steel reinforcement not Less than 0.225 MT per segmant including cost of soft water, labour charges for mixing, cost for moulding, curing with all lead for soft water, tools and plants, transporting from casting yard to work site through required machinaries such as trailers, lifting, erecting and positioning as directed by using cranes of required capacity and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for Box Culvert
-
-
-
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At Km 0/4(i)
10
682652
68265.21
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At Km 1/10
10
682652
68265.21
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At Km 2/2 (i)
10
682652
68265.21
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At Km 2/8
10
682652
68265.21
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At Km 3/2
10
682652
68265.21
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Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm and 12mm ISShard broken granite metal with using 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
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-
-
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At Km 0/2
70.74
913247
12909.91
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At Km 2/6
63.14
785553
12441.46
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Vibrated cement concrete of grade M20 nominal mix using 40mm ISS HBG metal using M.Sand including cost and conveyance of all materials to site including cost of cement at site including cost of form work, soft water, labour 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 relevent standard specifications for Wings walls, & parapet wall..
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-
-
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At Km 0/2
43.32
415503
9591.49
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At Km 0/4(i)
35.22
330361
9379.95
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At Km 0/4(ii)
41.07
384499
9362.06
... More
At Km 1/10
35.22
330902
9395.29
... More
At Km 2/2 (i)
35.22
330902
9395.29
... More
At Km 2/2 (ii)
41.07
385129
9377.4
... More
At Km 2/6
44.53
427667
9604.02
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At Km 2/8
35.22
331226
9404.5
... More
At Km 2/10
41.07
385508
9386.61
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At Km 3/2
35.22
331226
9404.5
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Supply and fabrication of STEEL grade Fe500 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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At Km 0/2
4.46
426417
95609.27
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At Km 2/6
4.13
394866
95609.27
... More
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-sperical back fill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the back fill as per standard specifications
-
-
-
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At Km 0/2
8
1540
192.5
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At Km 0/4(i)
6.8
1309
192.5
... More
At Km 0/4(ii)
6.8
1309
192.5
... More
At Km 1/10
6.8
1309
192.5
... More
At Km 2/2 (i)
6.8
1309
192.5
... More
At Km 2/2 (ii)
6.8
1309
192.5
... More
At Km 2/6
8
1540
192.5
... More
At Km 2/8
6.8
1309
192.5
... More
At Km 2/10
6.8
1309
192.5
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At Km 3/2
6.8
1309
192.5
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Filling behind the culvert with stone dust including cost and conveyance to site including Labour charges for filling in laying, watering tamping under optimum moisture content to get the maximum density all incidental charges ec., complete.
-
-
-
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At Km 0/2
12.34
9211
746.5
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At Km 0/4(i)
8.03
6124
762.69
... More
At Km 0/4(ii)
10.46
7977
762.69
... More
At Km 1/10
8.03
6199
772.07
... More
At Km 2/2 (i)
8.03
6199
772.07
... More
At Km 2/2 (ii)
10.46
8075
772.07
... More
At Km 2/6
30.88
23841
772.07
... More
At Km 2/8
8.03
6237
776.76
... More
At Km 2/10
10.46
8124
776.76
... More
At Km 3/2
8.03
6237
776.76
... More
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
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-
-
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At Km 0/2
55.13
6795
123.26
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At Km 0/4(i)
55.2
6803
123.26
... More
At Km 0/4(ii)
55.2
6803
123.26
... More
At Km 1/10
55.2
6803
123.26
... More
At Km 2/2 (i)
55.2
6803
123.26
... More
At Km 2/2 (ii)
55.2
6803
123.26
... More
At Km 2/6
55.13
6795
123.26
... More
At Km 2/8
55.2
6803
123.26
... More
At Km 2/10
55.2
6803
123.26
... More
At Km 3/2
55.2
6803
123.26
... More
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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At Km 0/2
16.05
47509
2960.11
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At Km 0/4(i)
17.14
50736
2960.11
... More
At Km 0/4(ii)
17.14
50736
2960.11
... More
At Km 1/10
17.14
51188
2986.51
... More
At Km 2/2 (i)
17.14
51188
2986.51
... More
At Km 2/2 (ii)
17.14
51188
2986.51
... More
At Km 2/6
16.05
48145
2999.71
... More
At Km 2/8
17.14
51415
2999.71
... More
At Km 2/10
17.14
51415
2999.71
... More
At Km 3/2
17.14
51415
2999.71
... More
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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At Km 0/2
29.56
93524
3163.88
... More
At Km 0/4(i)
21.41
67738
3163.88
... More
At Km 0/4(ii)
21.41
67738
3163.88
... More
At Km 1/10
21.41
67738
3163.88
... More
At Km 2/2 (i)
21.41
67738
3163.88
... More
At Km 2/2 (ii)
21.41
67738
3163.88
... More
At Km 2/6
24.51
77546
3163.88
... More
At Km 2/8
21.41
67738
3163.88
... More
At Km 2/10
21.41
67738
3163.88
... More
At Km 3/2
21.41
67738
3163.88
... More
Prime coat (Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using Pressure distributor as per clause 502- over WMM as per MORT&H Rev. V specifications No.111, 112, 502, 900
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-
-
... More
At Km 0/2
119.13
9698
81.41
... More
At Km 0/4(i)
85.86
6989
81.41
... More
At Km 0/4(ii)
85.86
6989
81.41
... More
At Km 1/10
85.86
6989
81.41
... More
At Km 2/2 (i)
85.86
6989
81.41
... More
At Km 2/2 (ii)
85.86
6989
81.41
... More
At Km 2/6
98.45
8014
81.41
... More
At Km 2/8
85.86
6989
81.41
... More
At Km 2/10
85.86
6989
81.41
... More
At Km 3/2
85.86
6989
81.41
... More
Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared granular surface cleaned with mechanical broom as per clause 503 - over granular surfaces treated with primer as per MORT&H Rev. V specifications No.111, 112, 503, 900.
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-
-
... More
At Km 0/2
119.13
2232
18.74
... More
At Km 0/4(i)
85.86
1609
18.74
... More
At Km 0/4(ii)
85.86
1609
18.74
... More
At Km 1/10
85.86
1609
18.74
... More
At Km 2/2 (i)
85.86
1609
18.74
... More
At Km 2/2 (ii)
85.86
1609
18.74
... More
At Km 2/6
98.45
1844
18.74
... More
At Km 2/8
85.86
1609
18.74
... More
At Km 2/10
85.86
1609
18.74
... More
At Km 3/2
85.86
1609
18.74
... More
Providing and applying tack coat with bitumen emulsion (RS -I type ) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per clause 503 as per MORTH Vth Rev., 111, 112, 900
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-
-
... More
At Km 0/2
112.5
3036
26.99
... More
At Km 0/4(i)
112.5
3036
26.99
... More
At Km 0/4(ii)
112.5
3036
26.99
... More
At Km 1/10
112.5
3036
26.99
... More
At Km 2/2 (i)
112.5
3036
26.99
... More
At Km 2/2 (ii)
112.5
3036
26.99
... More
At Km 2/6
112.5
3036
26.99
... More
At Km 2/8
112.5
3036
26.99
... More
At Km 2/10
112.5
3036
26.99
... More
At Km 3/2
112.5
3036
26.99
... More
Providing and applying tack coat with bitumen emulsion (RS -I type ) using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared Concrete surface cleaned with mechanical broom as per clause 503 as per MORTH Vth Rev., 111, 112, 900
-
-
-
... More
At Km 0/2
45.86
972
21.2
... More
At Km 0/4(i)
19.11
405
21.2
... More
At Km 0/4(ii)
23.66
501
21.2
... More
At Km 1/10
19.11
405
21.2
... More
At Km 2/2 (i)
19.11
405
21.2
... More
At Km 2/2 (ii)
23.66
501
21.2
... More
At Km 2/6
34.94
740
21.2
... More
At Km 2/8
19.11
405
21.2
... More
At Km 2/10
23.66
501
21.2
... More
At Km 3/2
19.11
405
21.2
... More
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
-
-
-
... More
At Km 0/2
5.95
56398
9478.72
... More
At Km 0/4(i)
4.29
40663
9478.72
... More
At Km 0/4(ii)
4.29
40663
9478.72
... More
At Km 1/10
4.29
40663
9478.72
... More
At Km 2/2 (i)
4.29
40663
9478.72
... More
At Km 2/2 (ii)
4.29
40663
9478.72
... More
At Km 2/6
4.92
46635
9478.72
... More
At Km 2/8
4.29
40663
9478.72
... More
At Km 2/10
4.29
40663
9478.7
... More
At Km 3/2
4.29
40663
9478.72
... More
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
-
-
-
... More
At Km 0/2
6.95
81257
11691.75
... More
At Km 0/4(i)
5.95
69565
11691.75
... More
At Km 0/4(ii)
5.95
69565
11691.75
... More
At Km 1/10
5.95
69565
11691.75
... More
At Km 2/2 (i)
5.95
69565
11691.75
... More
At Km 2/2 (ii)
5.95
69565
11691.75
... More
At Km 2/6
6.33
74008
11691.75
... More
At Km 2/8
5.95
69565
11691.75
... More
At Km 2/10
5.95
69565
11691.75
... More
At Km 3/2
5.95
69565
11691.75
... More
Providing and laying Bituminous Concrete to 50mm thick (Grade I) using 0.22 cum of 26.5-13.20 mm, 0.24 cum of 13.20-2.36 mm and 0.26 cum of 2.36 & below IRC HBG metal with 62.40 kgs of VG30 bitumen for premixing per 10 sqm of 50mm thick including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hotmix plant 20-30 ton 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 charges and fuel charges for 20-30t 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 clause 507 of MORTH. (For Culverts) Grading -I
-
-
-
... More
At Km 0/2
2.29
25675
11212.12
... More
At Km 0/4(i)
0.96
10763
11212.12
... More
At Km 0/4(ii)
1.18
13230
11212.12
... More
At Km 1/10
0.96
10763
11212.12
... More
At Km 2/2 (i)
0.96
10763
11212.12
... More
At Km 2/2 (ii)
1.18
13230
11212.12
... More
At Km 2/6
1.75
19621
11212.12
... More
At Km 2/8
0.96
10763
11212.12
... More
At Km 2/10
1.18
13230
11212.12
... More
At Km 3/2
0.96
10763
11212.12
... More
Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with vibratory soil compactor, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottomof excavation back filling, clearingup the site and disposal of all surplus materials etc., complete as per standard specification. for making up of low berms using available box cut earth
-
-
-
... More
At Km 0/2
15
399
26.66
... More
At Km 0/4(i)
15
399
26.66
... More
At Km 0/4(ii)
15
399
26.66
... More
At Km 1/10
15
399
26.66
... More
At Km 2/2 (i)
15
399
26.66
... More
At Km 2/2 (ii)
15
399
26.66
... More
At Km 2/6
15
399
26.66
... More
At Km 2/8
15
399
26.66
... More
At Km 2/10
15
399
26.66
... More
At Km 3/2
15
399
26.66
... More
Earthwork Excavation In All Classes Of Soils Except Hard Rock Requiring Blasting And Depositing on bank with an average lead of 10Km and lifts as per SS20B including cost of all labour charges, Materials, Tools, Equipments And All Incidental Charges, Including Compacting With Vibratory soil compactor, 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, Clearingup The Site And disposal Of All Surplus materials Etc., Complete As Per Standard Specification. For making up of Diversion road
-
-
-
... More
At Km 0/2
275
84262
306.41
... More
At Km 2/6
302.5
92689
306.41
... More
Providing and laying of Gravel solings including cost and conveyance of the same to work site from approved quarry including stacking the same to departemental gauge for premeasurement including all labour charges for laying, spreading, including all hire and fuel charges for power roller for compaction, etc., complete and as directed by the departmental engineers for diversion road
-
-
-
... More
At Km 0/2
67.5
50575
749.26
... More
At Km 2/6
74.25
47578
640.79
... More
Calculation of SubTotal, GST and Total Amount carried out by system automatically
-
-
-
... More
Basic cost of value put to tender as per estimate
1
-
16235071
... More
Add GST at 18%
1
-
2922313
... More
Total Value put to Tender
1
-
19157384
... More
Quoted Percentage
1
-
-
... More
Quoted Value
1
-
-
... More
Add GST at 18% of Final Quoted Value
1
-
-
... More
Total Value of Contract Including 18% of GST
1
-
-
... More
Basic cost of value put to tender as per Estimate
-
16235071
-
... More
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
-
-
-
... More
Quoted Rate in Words
-
-
-
Evaluation Notes How It Works ?
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