Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date31 Aug 2024
Closing Date24 Sep 2024
Tender Amount₹ 2,24,40,000
Costs
EMD
₹ 1,24,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tn No 08 2024 25 Hdo Dt 27 08 2024 Tvm 33
Description
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Contact
Tender Id
2024_HWAY_478802_1Bid Award Id
ViewTender No
TN No 08 2024 25 HDO Dt 27 08 2024 TVM 33Tender Authority
Highways Department ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
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Road C
578.54
71310
123.26
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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 401For Grading-V Material (Filter/ Separation Layer at Bottom)
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-
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Road A (17.63 + 52.89 + 12.00)
82.52
143548
1739.56
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Road C
156.48
266009
1699.96
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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 401For Grading-III Material (Filter/ Separation Layer at Bottom)
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-
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Road C
66.44
118857
1788.94
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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
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-
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Road A (15.94 + 1.59 + 25.32 + 3.18 + 8.44)
54.47
116140
2132.19
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Road C
251.48
536203
2132.19
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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
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-
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Road A (60.00 + 6.38 + 191.25 + 12.76 + 63.75
334.14
27232
81.5
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Road C
1005.91
81981
81.5
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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., complete as
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-
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Road A (60.00 + 6.38 + 191.25 + 12.76 + 63.75
334.14
6275
18.78
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Road C
1005.91
18890
18.78
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Providing and laying Tack Coat over Dry Lean Cement Concrete surface using 3.00 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
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-
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Road A (7.88 + 23.64 + 9.75
41.27
876
21.25
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Road C
68.86
1462
21.24
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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
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-
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Road A
3857.61
104232
27.02
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Road B
11307.13
305518
27.02
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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 (For Patch)
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-
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Road A
15.09
119252
7902.77
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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
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-
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Road A (3.19 + 0.32 + 9.56 + 0.64 + 3.19)
16.9
141913
8397.24
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Road B
12
100766
8397.24
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Road C
17.08
143424
8397.24
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Providing, laying 50 mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25cum of 13.20-2.36 mm and 0.23 cum of 2.36mm & below and with 53.20Kgs of VG40 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing the min the required temperature in Central Hot Mix Plant 20-30ton capacity, conveying the mix by tipper trucks to worksite, spreading the mix to uniform thickness of 50mm 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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-
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Road C
66.44
668432
10060.7
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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 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 A
118.64
1261178
10630.3
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Road B
339.22
3606010
10630.3
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Road C
10.25
108960
10630.3
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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 VG40 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
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-
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Road C
29.33
320229
10918.15
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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 using Carted Earth with an average lead of 5 km.
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-
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Road A (178.70 + 178.60 + 535.80 + 178.60)
1071.7
255043
237.98
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Road B
597.38
142164
237.98
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Dismantling the Plain Cement Concrete removing and disposing of the resulting materials and back filling the trenches and pits for dismantling the existing damaged culvert including all tools and plants and all labour charges etc., complete.
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-
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Road A culvert (19.11 + 19.11 + 52.40 + 38.22 + 31.88)
160.72
78142
486.2
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Dismantling removal of cut stone slab / RCC cover slab removing and disposing of the resulting materials and back filling the trenches and pits for dismantling the existing damaged culvert including all tools and plants and all labour charges etc., complete.
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-
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Road C
154
78991
512.93
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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 of Culvert.
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-
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Road A Culvert (113.62 + 344.03 + 81.58 + 155.79
613.44
177511
289.37
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Road C
55.8
16146
289.37
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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, 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 of Pipe Culvert
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-
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Road A (40.79 + 81.58
122.37
30166
246.52
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Road C
84.4
20806
246.52
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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 of Rotary
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-
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Road C
2.74
455
166.11
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Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW Box Culvert and Wing wall.
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-
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Road A For Culvert - (8.45 + 25.35 + 10.30)
44.1
266016
6032.13
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Road C
5.1
30736
6026.85
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Plain Cement Concrete M10 grade mix using 40mm ISS size hard broken granite metal including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for 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 as per standard specification for Levelling course below the body wall.
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-
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Road A For Culvert - (3.86+1.93)
5.79
31012
5356.23
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Road C
2.17
11614
5352.45
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Vibrated cement concrete M20 (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 Culvert
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-
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Road A For Culvert
312.26
2680636
8584.63
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Road C
14.15
148032
10461.69
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Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm ISShard broken granite 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
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-
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Road A For Culvert - (31.20+93.60+39.42)
164.22
2002171
12192.01
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Road C
27.48
400309
14567.3
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Vibrated Reinforced Cement Concrete M25 Design mix, using 20mm & 12mm ISS HBG graded metal including cost of Cement including Cost and fabrication of steel, including centering and strutting charges, including labour charges for mixing, transporting, laying and curing of concrete, Centre Median of size 0.610m at bottom, 0.250m at middle, 0.150m at top, rendering smoothness over the CC surface with 10kg of cement for 10 sqm area and painting two coats over the CC surfaces with best approved quality of synthetic enamel paint including primer etc., including all labour charges, hire charges for tools and plants including erection and fixing 110mm dia PVC pipes fixing centre median in the road using crane and in accordance with the drawings appended here with and as directed by the departmental officer etc., complete for Centre Median (MORT&H Nos. 111, 112, 1000, 1500, 1600, 1700, 2200, 2300 & 900).
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-
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Road C
151
812980
5383.98
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Fabrication and Manufacturing of Solid Precast Concrete Element in the following grades of concrete with provisions of shear keys, connecting loops, dowel tubes and proper lifting accessories for walls, beams, slabs, stairs, column etc, of various thickness, Shape and size of different concrete grades manufactured in Controlled Factory Environment with approved methodology including moulds (Pallet system, tilts form, table moulds, battery moulds, vertical moulds, beam moulds, column moulds, staircase moulds,
facade mould, etc.), mixing, transporting and placing of concrete, vibrating, curing, finishing, making necessary cutout/holes of required sizes for services, yard handling & stacking all complete as per IS 11447:1985 and as per approved shop drawings and design mix as per the direction of Engineer-in-Charge (Cost of reinforcement, mechanical, electrical and plumbing inserts will be paid separately). Note: Excess / less cement over the specified cement
content used as per design mix is payable / recoverable separately). Precast Box 2.00m x 2.00m)
Concrete Grade M-35 (Cement Content 425Kg)
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-
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Road C
10
848801
84880.18
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Supply and fabrication of STEEL grade Fe500D 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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-
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Road A Culvert (2.294 + 6.882 + 2.663)
11.84
1131918
95609.27
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Road C
1.87
178502
95609.27
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Supply of NP 3 class RCC 1000 mm dia. pipes supplied by the Contractor at his own cost 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 departmental officers etc., complete. MORTH No. 2900, 900.
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-
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Road A Culvert (7.50 + 10.00 + 22.50 + 20.00 + 7.50)
67.5
288684
4276.8
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Road C
22.5
96228
4276.8
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Hoisting and Fixing of NP3 class RCC 1000 mm dia. pipes and Collars in proper gradient including all labour charges and all other incidental charges etc., complete, as directed by the departmental Officers, as per Standard Specifications.
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-
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Road A Culvert (7.50 + 10.00 + 22.50 + 20.00 + 7.50)
67.5
17968
266.2
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Road C
22.5
5989
266.2
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Gravel filling including cost and conveyance of Stone dust to worksite including labour charges for filling in layers as specified by the departmental officers including watering with all leads for water including labour charges for compacting, tamping, ramming under optimum moisture content to obtain the maximum density and all other incidental charges etc. complete as per standard specification.
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-
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Road A For Culvert (11.79 + 23.58
35.37
9809
277.34
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Road C
101
28011
277.34
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Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads@ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes etc complete as per MORT&H specification No.803.
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-
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Road C
535.31
476425
890
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Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 -09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge_ High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67- 2012. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012 . (asper MORT&H Specification No.801)
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-
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Road C - 90cm equilateral triangle
6
30756
5126
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Road C - 60 x 45 cm Rectangular
4
17264
4316
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Proving and fixing Solar powered Traffic Blinkers of 30cm dia with Polycarbonate Dome 5mm Red of Led 150 Nos. iri each Red Blinkers Light - 1 No. with Red / White / Blue Led Blinkers Delineator Solar Panel : 12v 50w Solar Panel — 1 No. 12v 18 AH Battery - 1 No. with Box, Solar Circuit Controller Board Box. Straight Pole : MS Pole 3” dia 2.5mm thick 18 Feet height pole (1 No.) with 2 Feet under ground pole foundation, pole painting including transportation charges, installation charges etc., complete as per standard specification.
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-
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Road C
4
100000
25000
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Providing and Erecting of Retro Reflectorised Hazard marker traffic sign made out of High Intensity Prismatic Grade sheeting confirming to Type IV standards of IRC 67 : 2012 and ASTM D 4956 – 09, specification and fixed over 2mm thick aluminum sheet fixed over a back supporting frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle post 75x75x6mm and 0.60m below ground level. The sign post should be painted as per IRC 67 – 2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade CC 45cm x 45cm x 60cm size including cost and conveyance of all materials equipments, machinery and labor with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro Reflectro sheet shall consist of minimum coefficient of Retro Reflection as per Table 6.60 of IRC 67 – 2012. The Retro Reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67 : 2012. (as per MORT &H specification No. 801) 30cm X 90cm Rectangular
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-
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Road C
10
40000
4000
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Providing and fixing reflective Road Studs of "Category A" Raised pavement markers made out of poly carbonate / methyl methecrylate / ABS mounded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face woth retro reflectance and chromaticity values confirming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORT&H circular No. RW/NH-33023/10/97-DO.III dt. 11.06.97. The height, width and length shall not be less than 15mm, 90mm and 100mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35+/- 5 degree. Each reflector shall have a CIL not less than values values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindricall shanks, (of diameter not less than 19 +/- 2mm and height not less than 30 +/-2mm) from the body is to be a minimum value of 500Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the Engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC: 35-2015 guidelines and MORT&H specification 804 etc., complete.
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-
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Road C
400
192000
480
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Providing fixing of Median marker double sided made of polycarbonate for impact resistance and good weather ability. Polycarbonate used for molding the median marker shall have a minimum Izod impact strength value of 600 J/m at room temperature. The impact strength of the poly carbonate should not decrease to less than 70% of its initial value on being subjected to UV weathering as per ASTM G 155 for 1000 hours or exposure to 2 years of natural weathering. The body of the median marker shall be in the form of an isosceles trapezoidal structure of length 15 cm height and width of 10 x 10 cm. The median marker shall have fluorescent yellow retro - reflective sheeting confirming to Tpe XI specifications as per ASTM D 4 956.Area of reflective sheeting should not be less than 70 cm2 .Edge of retro reflective shall be concealed using a grillJ mesh/ similar mechanism to prevent vandalism and sheeting pilferage. The logo of the manufacturer shall be embossed and painted in contrasting colour on both side of median marker for distinct identification.
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-
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Road C
50
23500
470
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Providing and erecting of Direction and Place Identification Retro - Reflectorised signs made out of High Intensity Prismatic Grade sheeting confirming to Type-IV standards of IRC: 67 - 2012 od ASTM D-4956-09, specification fixed over 2mm thick Aluminium sheet over a back supporting frame of 25mmx25mmx3mm a mild steel angle iron post 75mm X 75mm X 6mm with a clear height of not less than 2.10m from the ground level to the bottom of sign board and 0.60m below ground level. The sign post should be painted as per IRC: 67 - 2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm X 45cm X60cm size including cost and conveyance of all materials, eqipments, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the Engineer-in-Charge. High intensity Retro - Reflecto sheet shall consist of minimum coefficient of Retro - Reflection as per Table 6.6 of IRC:67 - 2012. The retro reflective sheeting shall be covered under 7 years warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC: 67 - 2012. (As per MORT&H Specification No. 801).
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-
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Road C (For Sign having area Upto 0.90Sqm Type-IV
2.4
27578
11491
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Road C (For Sign having area morethan 0.90Sqm Type-IV
4.32
50997
11805
... 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
-
19016086
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Add GST at 18%
1
-
3422895
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Total Value put to Tender
1
-
22438981
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Quoted value
1
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-
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Final Quoted Value
1
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-
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Add GST at 18% of Final Quoted Value
1
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-
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Total Value of Contract Including 18% of GST
1
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-
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Basic cost of value put to tender as per Estimate
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19016086
-
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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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