Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date24 Aug 2024
Closing Date23 Sep 2024
Tender Amount₹ 3,81,00,000
Costs
EMD
₹ 2,00,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HWAY_476211_1Tender No
003 - 2024-25Tender 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
Road A
2049.27
252593
123.26
Road B
1840.9
226909
123.26
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 (Morth No. 111, 112, 401, 900)
1
-
-
Road A
468.58
874777
1866.87
Road B
472.59
919693
1946.07
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 (Morth No. 111, 112, 401, 900)
1
-
-
Road A
407.45
797196
1956.55
Road B
337.56
687187
2035.75
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.(Morth No. 111, 112, 406, 900)
1
-
-
Road A
1018.63
2278288
2236.62
Road B
843.9
1887483
2236.62
Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 502 of MORTH Rev-5 (Morth No. 111, 112, 501, 502, 900)
1
-
-
Road A
4074.53
333337
81.81
Road B
3375.6
276157
81.81
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 as per Clause 503 of MORTH Rev-5 (Morth No. 111, 112, 501, 503, 900)
1
-
-
Road A
4074.52
76967
18.89
Road B
3375.6
63765
18.89
Providing and Laying 50mm thick Bituminous Macadam using course aggregate and VG30 bitumen which shall consist of construction in a single course base/binder course confirming to the specfication on a previously prepared base, (using Mini Hot Mix Plant and Power Roller) including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 504 MORTH Rev-5 (For Patch Works)
(Morth No. 111, 112, 501, 504, 900, 3004)
1
-
-
Road A
20.2
167462
8290.22
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 (Morth No. 111, 112, 501, 503, 900)
1
-
-
Road A
9418.23
255328
27.11
Road B
9357.65
253685
27.11
Providing, laying 75mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30kgs of VG30 grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 of MORTH rev-5Grading I 75mm thick
(Morth No. 111, 112, 501, 505, 900
1
-
-
Road A
305.59
2852218
9333.48
Road B
253.17
2362957
9333.48
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 - Grading II
(Morth No. 111, 112, 501, 507,900)
1
-
-
Road A
404.78
4417760
10913.98
Road B
382
4169140
10913.98
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, as per MORTH Specification for making up berms using box cutting earth.Hire & Labour charges Only. (Morth No. 111, 112, 301, 305, 900)
1
-
-
Road A
469.8
12506
26.62
Road B
433.8
11547
26.62
BOX CULVERT
1
-
-
Dismantling the RR masonry walls, clearing away and carefully stacking materials useful for reuse for any thickness of walls etc, complete (Morth No. 111, 112, 202)
1
-
-
Road A
1
-
-
Km 0/8
10.03
2839
283.14
Km 0/10
5.48
1551
283.14
Km 1/2
22.07
6248
283.14
Km 1/4
14.04
3975
283.14
Km 1/8 (i), (ii)
25.35
7177
283.14
Km 2/2
8.25
2335
283.14
Road B
1
-
-
Km 0/4
7.83
2216
283.14
Km 1/2
17.49
4952
283.14
Km 1/6
10.93
3094
283.14
Km 2/2
14.12
3997
283.14
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 foundation. (Morth No. 111, 112, 301, 305, 900)
1
-
-
Road A
1
-
-
Km 0/8
67.5
16640
246.52
Km 0/10
85.81
21153
246.52
Km 1/2
40.72
10038
246.52
Km 1/4
76.11
18762
246.52
Km 1/8 (i), (ii)
122.95
30309
246.52
Km 2/2
70.04
17266
246.52
Road B
1
-
-
Km 0/4
124.31
30644
246.52
Km 1/2
125.25
30876
246.52
Km 1/6
80.15
19758
246.52
Km 2/2
55.74
13741
246.52
Filling under the box culvert with Quarry Dust filling including cost and conveyance to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc, complete for filling under the Box . (Morth No. 111, 112, 304, 900)
1
-
-
Road A
1
-
-
Km 0/8
9.45
3152
333.57
Km 0/10
8.87
2958
333.57
Km 1/2
6
2001
333.57
Km 1/4
11.18
3729
333.57
Km 1/8 (i), (ii)
14.08
4696
333.57
Km 2/2
7.04
2348
333.57
Road B
1
-
-
Km 0/4
11.48
4103
357.45
Km 1/2
13.22
4804
363.42
Km 1/6
8.87
3223
363.42
Km 2/2
7.04
2600
369.39
Vibrated Cement concrete of grade M15 (Nominal mix) using 40mm ISS HBG granite metal including cost and conveyance of all materials to site including 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 incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for LEVELLING COURSE BELOW Box Culvert. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
1
-
-
Road A
1
-
-
Km 0/8
4.73
29288
6192.17
Km 0/10
4.44
27493
6192.17
Km 1/2
3
18588
6196.07
Km 1/4
5.59
34636
6196.07
Km 1/8 (i), (ii)
7.04
43620
6196.07
Km 2/2
3.52
21823
6199.98
Road B
1
-
-
Km 0/4
5.74
35722
6223.38
Km 1/2
6.61
41162
6227.29
Km 1/6
4.44
27631
6223.38
Km 2/2
3.52
21933
6231.19
Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm and below ISS HBG 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. (Morth No. 111, 112, 1000, 1500, 1600, 1700, 2300,900)
1
-
-
Road A
1
-
-
Km 0/8
23.7
285211
12034.23
Km 0/10
23.85
296039
12412.57
Km 1/2
14.92
180988
12130.59
Km 1/4
28.08
337374
12014.75
Km 1/8 (i), (ii)
35.1
424515
12094.46
Km 2/2
17.55
212326
12098.36
Road B
1
-
-
Km 0/4
31.01
384332
12393.83
Km 1/2
35.78
442830
12376.48
Km 1/6
23.85
298546
12517.66
Km 2/2
17.55
212873
12129.57
Supply and fabrication of steel Grade Fe 500 D required for all RCC items of works involed in the schedule including cost of steel. cost of fabrication labour charges for cleaning bars straightening cutting. bending. tying grills. hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire. provision of spacer bars. over blocks and all other incidental charges etc., complete as per standard specification. (Morth No. 1000, 1500, 1600, 900)
1
-
-
Road A
1
-
-
Km 0/8
1.67
159668
95610
Km 0/10
1.54
147239
95610
Km 1/2
1.06
101346
95610
Km 1/4
1.97
188351
95610
Km 1/8 (i), (ii)
2.48
237112
95610
Km 2/2
1.24
118556
95610
Road B
1
-
-
Km 0/4
1.99
190263
95610
Km 1/2
2.29
218946
95610
Km 1/6
1.54
147239
95610
Km 2/2
1.24
118556
95610
Vibrated Cement concrete of grade M20 (Nominal mix) using 40mm ISS HBG granite metal including cost and conveyance of all materials to site including 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 incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for wing Wall foundation (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
1
-
-
Road A
1
-
-
Km 0/8
2.07
13050
6304.57
Km 0/10
2.43
15320
6304.57
Km 1/2
3.45
21764
6308.47
Km 1/4
2.07
13058
6308.47
Km 1/8 (i), (ii)
8.28
52234
6308.47
Km 2/2
4.83
30488
6312.38
Road B
1
-
-
Km 0/4
5.67
35923
6335.79
Km 1/2
4.86
30810
6339.69
Km 1/6
2.43
15395
6335.79
Km 2/2
3.45
21885
6343.59
Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to site and cost cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths Tools and Plants and incidental charges etc., complete as per relevent standard specification for Body Wall of wing wall (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
1
-
-
Road A
1
-
-
Km 0/8
13.44
124102
9233.85
Km 0/10
20.16
179718
8914.62
Km 1/2
22.4
204261
9118.82
Km 1/4
13.44
124155
9237.75
Km 1/8 (i), (ii)
53.76
488641
9089.31
Km 2/2
31.36
284490
9071.76
Road B
1
-
-
Km 0/4
47.04
412820
8775.94
Km 1/2
40.32
354868
8801.3
Km 1/6
20.16
182278
9041.59
Km 2/2
22.4
205048
9153.94
Vibrated cement concrete M15 (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 Parapet.
1
-
-
Road A
1
-
-
Km 0/8
0.86
9790
11384.67
Km 0/10
1.13
12556
11111.94
Km 1/2
0.86
9794
11388.57
Km 1/4
0.86
9794
11388.57
Km 1/8 (i), (ii)
1.73
19651
11359.06
Km 2/2
0.86
9797
11392.48
Road B
1
-
-
Km 0/4
1.13
12591
11143.15
Km 1/2
1.13
12596
11147.06
Km 1/6
1.13
12798
11326.21
Km 2/2
0.86
9824
11423.69
Providing and fixing 110mm 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 (Morth No. 2706, 900)
1
-
-
Road A
1
-
-
Km 0/8
8
1624
203.1
Km 0/10
8
1624
203.1
Km 1/2
16
3249
203.1
Km 1/4
8
1624
203.1
Km 1/8 (i), (ii)
40
8124
203.1
Km 2/2
24
4874
203.1
Road B
1
-
-
Km 0/4
24
4874
203.1
Km 1/2
20
4062
203.1
Km 1/6
8
1624
203.1
Km 2/2
16
3249
203.1
Refilling with available cut earth including cost and conveyance to site including labour charges for filling inlayers, watering tamping under optimum moisture content to get the maximum density all incidental charges etc., complete (Morth No. 111, 112, 304, 900)
1
-
-
Road A
1
-
-
Km 0/8
6.72
287
42.85
Km 0/10
11.34
485
42.85
Km 1/2
11.2
479
42.85
Km 1/4
6.72
287
42.85
Km 1/8 (i), (ii)
26.88
1151
42.85
Km 2/2
15.68
671
42.85
Road B
1
-
-
Km 0/4
26.46
1133
42.85
Km 1/2
22.68
971
42.85
Km 1/6
11.34
485
42.85
Km 2/2
11.2
479
42.85
Pipe Culvert
1
-
-
Dismantling the RR masonry walls, clearing away and carefully stacking materials useful for reuse for any thickness of walls etc, complete (Morth No. 111, 112, 202)
1
-
-
Road B
1
-
-
Km 0/6
6.47
1831
283.14
Km 0/8
7.87
2228
283.14
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. (Morth No. 111, 112, 304)
1
-
-
Road B
1
-
-
Km 0/6
38.76
9555
246.52
Km 0/8
36.86
9086
246.52
Vibrated Cement concrete of grade M20 (Nominal mix) using 40mm ISS HBG granite metal including cost and conveyance of all materials to site including 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 incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for Foundation of culverts (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
1
-
-
Road B
1
-
-
Km 0/6
2.4
13035
5431.49
Km 0/8
2.4
13044
5435.39
Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to site and cost cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths Tools and Plants and incidental charges etc., complete as per relevent standard specification for Body wall of culverts. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
1
-
-
Road B
1
-
-
Km 0/6
20.28
182445
8996.31
Km 0/8
20.28
182524
9000.21
Vibrated cement concrete M15 (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 Parapet for Cut Parapet. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
1
-
-
Road B
1
-
-
Km 0/6
1.22
13453
11027.59
Km 0/8
1.22
13458
11031.49
Supply of NP 4 class RCC 1000 mm dia. pipes specified below confirming to IS 458 / 2003 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the dapartmental officers etc., complete (Morth No. 2900, 900)
1
-
-
Road B
1
-
-
Km 0/6
10
42768
4276.8
Km 0/8
10
42768
4276.8
Hoisting and fixing of 1000mm dia pipes proper gradient including all labour charges and all other incidental charges etc., complete (Morth No 2904, 2905, 2906)
1
-
-
Road B
1
-
-
Km 0/6
10
2662
266.2
Km 0/8
10
2662
266.2
Refilling with available cut earth including cost and conveyance to site including labour charges for filling inlayers, watering tamping under optimum moisture content to get the maximum density all incidental charges etc., complete (Morth No. 111, 112, 304, 900)
1
-
-
Road B
1
-
-
Km 0/6
30.5
1306
42.85
Km 0/8
30.5
1306
42.85
Calculation of SubTotal, GST and Total Amount carried out by system automatically
-
-
-
Basic cost of value put to tender as per estimate
1
-
32264949
Add GST at 18%
1
-
5807691
Total Value put to Tender
1
-
38072640
Differnce Amount (Excess/less)
1
-
-
Quoted Amount (Basic Rate Only)
1
-
-
Add GST at 18% of Quoted Amount
1
-
-
Total Value of Quoted Amount including 18% of GST
1
-
-
Basic cost of value put to tender as per Estimate
-
32264949
-
Quoted Rate in Figures (Total Value of Quoted Amount Including 18% of GST )
-
-
-
Evaluation Notes How It Works ?
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