Highways Department Tender
... More
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date19 Oct 2024
Closing Date5 Nov 2024
Tender Amount₹ 5,03,50,000
Costs
EMD
₹ 2,62,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Try-113 Thirumayam (h) C And M Sub Division
Description
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Contact
Tender Id
2024_HWAY_495068_1Bid Award Id
ViewTender No
TN.No.46 / 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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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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Road-A
879.89
123
108455.24
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Road-B
832.46
123
102609.02
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Road-E
307.66
123
37922.17
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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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Road-A
257.53
1990
512623.77
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Road-B
220.59
2003
442005.01
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Road-E
142.84
1766
252275.44
... 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-III Material
-
-
-
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Road-A
143.07
2079
297516.93
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Road-B
133.69
2092
279775.74
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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
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-
-
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Road-A
357.67
2133
762985.22
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Road-B
334.23
2133
712982.78
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Road-E
1283.26
2133
2737463.06
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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
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-
-
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Road-A
1430.7
80
114670.61
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Road-B
1336.9
80
107125.8
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Road-E
11184.42
80
896207.57
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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..
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-
-
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Road-A
1430.7
18
26239.04
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Road-B
1336.9
18
24505.38
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Road-E
11184.42
18
205010.42
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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
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-
-
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Road-A
2115
26
56407.05
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Road-B
5812.05
26
155007.37
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Road-C
7371.75
26
196604.57
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Road-D
5150.25
26
137357.17
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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-D
11.5
3668
42187.64
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DBM Grade-I 85mm Thick VG 40 Providing, laying 85mm consolidated thick Dense Bituminous Macadam using 0.40 cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36 cum of 2.36mm & below size IRC metal with 71.30 kgs of VG40 grade bitumen for premixing per 10sqm of 75mm 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 site, spreading the mix to uniform thickness of 85mm with mechanical paver to the specified grades and cross sections and consolidated by Vibratory Roller to the requireddensityetc.,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-5
-
-
-
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Road-A
123.54
9051
1118174.13
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DBM Grade-II 65mm Thick VG30 Providing, laying 65mm 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 65mm 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
-
-
-
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Road-B
86.9
9586
833061.64
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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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Road-B
290.21
8219
2385305.64
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Road-C
63
8219
517812.12
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Road-D
48.75
8219
400687.95
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Road-E
559.22
8219
4596363.39
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BC Grade-II 40mm Thick VG40 Providing and laying Bituminous Concrete to 40mm thick using 0.13 cum of 19.00mm, 9.50mm, 0.17cum of 9.50-2.36mm and 0.26cum of 2.36 and below with 50.30 kgs of VG40 bitumen for premixing per 10sqm of 40mm thick including cost and conveyance of all materials to CMPsite, heating the bitumen and aggregate to required temperature andmixing them in required temperature in central hot mix plant20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading themix to uniform thickness of 40mm with mechanical paver to the specifiedgrades andcross sections and consolidated by8-10 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 chargesetc., complete as per specification using CMP as per clause 507 of MORTH Rev5-
-
-
-
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Road-A
141.83
10603
1503915.68
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BC Grade-II 30mm Thick 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-B
214.47
10368
2223760.08
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Road-C
221.2
10368
2293540.96
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Road-D
154.51
10368
1602057.02
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Road-E
335.53
10368
3478986.42
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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 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-A
69.68
26
1857.67
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Road-B
175.32
26
4674.03
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Earthwork excavation in all classes of soils except hard rock requiring blasting, 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
-
-
-
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Road-C
200
238
47604
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Road-D
256.25
238
60992.63
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Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with in average lead of 1 km 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 1 Km Lead
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-
-
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Road-E
645.48
183
118329.39
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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 and M sand 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.
-
-
-
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Road-A
144.8
500
72470.95
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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
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-
-
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Road-A
19.8
42
848.43
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Box Culvert
-
-
-
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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
-
-
-
... More
Road-A
245.11
289
70927.48
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Road-B
596.8
289
172696.02
... More
Road-E
746
289
215870.02
... More
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.
-
-
-
... More
Road-A
11.01
6331
69708.82
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Road-B
19.88
6237
123992.36
... More
Road-E
24.85
6122
152137.42
... More
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
-
-
-
... More
Road-A
3.37
6520
21974.39
... More
Road-B
13.46
6426
86496.92
... More
Road-E
16.85
6311
106347.26
... More
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.
-
-
-
... More
Road-A
67.38
12450
838937.6
... More
Road-B
124.78
12352
1541358.68
... More
Road-E
156
12276
1915169.88
... More
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
-
-
-
... More
Road-A
42.17
8645
364568.51
... More
Road-B
168.68
8548
1442014.96
... More
Road-E
210.85
8436
1778736.93
... More
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.
-
-
-
... More
Road-A
46.41
685
31827.98
... More
Road-B
76.44
678
51886.71
... More
Road-E
95.55
670
64033.79
... More
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
-
-
-
... More
Road-A
5.26
95609
502904.76
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Road-B
9.15
95609
874824.82
... More
Road-E
11.45
95609
1094726.14
... More
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..
-
-
-
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Road-A
24.19
386
9350.89
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Road-B
40.94
344
14114.88
... More
Road-E
49.85
276
13784.52
... 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-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-A
11.15
192
2146.38
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Road-B
40.8
192
7854
... More
Road-E
55.75
192
10731.88
... More
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/Brick masonary in cement mortar
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-
-
... More
Road-A
13.58
283
3845.04
... More
Road-B
70.24
283
19887.75
... More
Road-E
67.9
283
19225.21
... More
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).
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-
-
... More
Road-A
172.04
183
31538.37
... More
Road-B
1143.36
183
209600.76
... More
Road-E
860.2
183
157691.86
... More
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.
-
-
-
... More
Road-A
10
4276
42768
... More
Road-B
28
4276
119750.4
... More
Road-E
50
4276
213840
... More
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.
-
-
-
... More
Road-A
10
266
2662
... More
Road-B
28
266
7453.6
... More
Road-E
50
266
13310
... More
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.
-
-
-
... More
Road-A
10.56
1990
21020.1
... More
Road-B
112.5
2003
225420.75
... More
Road-E
52.8
1766
93252.19
... More
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.
-
-
-
... More
Road-A
9.38
2133
20009.51
... More
Road-B
112.5
2133
239986.13
... More
Road-E
46.9
2133
100047.55
... More
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
42662099
-
... More
Add GST at 18%
1
7679178
-
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Total Value put to Tender
1
50341277
-
... More
Quoted Percentage
1
-
-
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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
-
-
42662099
... 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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