Highways Department Tender
... More
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date28 Aug 2024
Closing Date23 Sep 2024
Tender Amount₹ 3,65,00,000
Costs
EMD
₹ 1,93,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HWAY_477703_1Bid Award Id
ViewTender No
009 - 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
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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
-
-
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Road A
88
196822
2236.62
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Road C
24.1
53902
2236.62
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Providing and laying Prime Coat over 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
-
-
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Road A
440
35992
81.8
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Road C
120.5
9854
81.78
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Providing and laying Tack Coat over 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
-
-
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Road A
440
8307
18.88
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Road C
120.5
2275
18.88
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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
-
-
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Road A
83.49
703065
8420.96
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Road B
76.63
646162
8432.24
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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
-
-
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Road A
16768.4
454591
27.11
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Road B
16430.95
445278
27.1
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Road C
6721.5
182152
27.1
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Road D
11731.35
317919
27.1
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Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5 (Morth No. 111, 112, 504, 900)
1
-
-
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Road A
22
189449
8611.32
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Road C
6.03
51926
8611.32
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Road D
58.42
503073
8611.32
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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 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
-
-
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Road A
516.3
5634887
10913.98
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Road C
205.26
2240203
10913.98
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Providing and laying Bituminous Concrete to 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
-
-
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Road B
657.26
7173322
10913.98
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Road D
469.26
5121494
10913.98
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Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For making up of low berms with conveyance (Morth No. 111, 112, 304)
1
-
-
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Road A
747.72
137042
183.28
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Road B
1142.64
209423
183.28
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Road C
236.4
43327
183.28
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Road D
648.36
118831
183.28
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BOX CULVERT
1
-
-
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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
-
-
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Road A
1
-
-
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Km 0/6 (i), (ii)
44.1
12486
283.14
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Km 2/2
22.15
6271
283.14
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Km 2/9
12.92
3658
283.14
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Road C
1
-
-
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Km 0/6 (i)
21.92
6206
283.14
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Km 0/6 (ii)
31.91
9035
283.14
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Earth work Excavation in all classes of soils except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Foundation (Morth No. 111, 112, 301, 305, 900)
1
-
-
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Road A
1
-
-
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Km 0/6 (i), (ii)
112.95
27844
246.52
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Km 2/2
27.09
6678
246.52
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Km 2/9
64.65
15937
246.52
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Road C
1
-
-
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Km 0/6 (i)
78.94
19460
246.52
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Km 0/6 (ii)
300.26
74020
246.52
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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
-
-
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Road A
1
-
-
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Km 0/6 (i), (ii)
19.25
7570
393.27
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Km 2/2
7.04
2726
387.3
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Km 2/9
7.04
2726
387.3
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Road C
1
-
-
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Km 0/6 (i)
10.61
4172
393.27
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Km 0/6 (ii)
15.56
6119
393.27
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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
-
-
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Road A
1
-
-
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Km 0/6 (i), (ii)
9.62
59869
6223.48
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Km 2/2
3.52
21911
6224.75
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Km 2/9
3.52
21927
6229.28
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Road C
1
-
-
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Km 0/6 (i)
5.31
33046
6223.48
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Km 0/6 (ii)
15.56
96837
6223.48
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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
-
-
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Road A
1
-
-
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Km 0/6 (i), (ii)
48.27
582300
12063.4
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Km 2/2
17.55
212760
12123.13
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Km 2/9
17.55
212840
12127.67
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Road C
1
-
-
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Km 0/6 (i)
28.62
355139
12408.8
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Km 0/6 (ii)
101.43
1209253
11922.05
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Supply and fabrication of STEEL grade Fe500 D 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. (Morth No. 1000, 1500, 1600, 900)
1
-
-
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Road A
1
-
-
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Km 0/6 (i), (ii)
3.4
325074
95610
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Km 2/2
1.24
118556
95610
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Km 2/9
1.24
118556
95610
... More
Road C
1
-
-
... More
Km 0/6 (i)
1.84
175922
95610
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Km 0/6 (ii)
8.94
854753
95610
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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
-
-
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Road A
1
-
-
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Km 0/6 (i), (ii)
3.86
24456
6335.88
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Km 2/9
2.76
17503
6341.68
... More
Road C
1
-
-
... More
Km 0/6 (i)
1.62
10264
6335.88
... More
Km 0/6 (ii)
11.88
76182
6412.66
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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
-
-
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Road A
1
-
-
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Km 0/6 (i), (ii)
23.28
211737
9095.26
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Km 2/9
17.92
164805
9196.74
... More
Road C
1
-
-
... More
Km 0/6 (i)
13.44
122240
9095.26
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Km 0/6 (ii)
49.41
429691
8696.45
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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. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)
1
-
-
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Road A
1
-
-
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Km 0/6 (i), (ii)
1.29
14726
11415.98
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Km 2/2
5.11
54554
10675.96
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Km 2/9
0.86
9822
11421.78
... More
Road C
1
-
-
... More
Km 0/6 (i)
0.57
6327
11100.33
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Km 0/6 (ii)
4
42047
10511.94
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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
-
-
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Road A
1
-
-
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Km 0/6 (i), (ii)
16
3249
203.1
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Km 2/9
12
2437
203.1
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Road C
1
-
-
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Km 0/6 (i)
4
812
203.1
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Km 0/6 (ii)
16
3249
203.1
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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
-
-
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Road A
1
-
-
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Km 0/6 (i), (ii)
11.2
479
42.85
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Km 2/9
8.96
383
42.85
... More
Road C
1
-
-
... More
Km 0/6 (i)
7.56
323
42.85
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Km 0/6 (ii)
36.72
1573
42.85
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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
-
30931503
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Add GST at 18%
1
-
5567671
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Total Value put to Tender
1
-
36499174
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Differnce Amount (Excess/less)
1
-
-
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Quoted Amount (Basic Rate Only)
1
-
-
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Add GST at 18% of Quoted Amount
1
-
-
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Total Value of Quoted Amount including 18% of GST
1
-
-
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Basic cost of value put to tender as per Estimate
-
30931503
-
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Quoted Rate in Figures (Total Value of Quoted Amount Including 18% of GST )
-
-
-
Evaluation Notes How It Works ?
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