Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date27 Aug 2024
Closing Date24 Sep 2024
Tender Amount₹ 6,18,30,000
Costs
EMD
₹ 3,21,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tn No 02 2024 25 Hdo Dt 14 08 2024 Tvm 14
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_HWAY_477088_1Bid Award Id
ViewTender No
TN No 02 2024 25 HDO Dt 14 08 2024 TVM 14Tender Authority
Highways Department ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
Road E
972.77
119903
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 (Filter/ Separation Layer at Bottom)
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-
-
Road A (1239.51+84.39)
1323.9
2228229
1683.08
Road D
333.01
595648
1788.68
Road E
337.55
612680
1815.08
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 (Drainage Layer at Top)
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-
-
Road A
419.5
743291
1771.85
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 tosite, laying in uniform layers using pavers in SubBase/ 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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-
-
Road A
1949.56
4096142
2101.06
Road D
450.53
946590
2101.06
Road E
453.77
953398
2101.06
Providing and laying Prime Coat over WBM / WMM surface using 7Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals formachinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5
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-
-
Road A
13165.35
1071001
81.35
Road D
1794.35
145970
81.35
Road E
1708.35
138991
81.36
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 perClause 503 of MORTH Rev-5
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-
-
Road A
13165.35
246455
18.72
Road D
1794.35
33590
18.72
Road E
1708.35
31980
18.72
Providing and laying Tack Coat over Existing BT surface using 2Kg 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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-
-
Road B
12000
323640
26.97
Road C
21000
566580
26.98
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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-
-
Road A
34.65
733
21.17
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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-
-
Road A
658.27
5557720
8442.92
Road B
84.91
716888
8442.92
Road C
155.42
1312198
8442.92
Road D
20.05
169280
8442.92
Road E
17.69
149355
8442.92
Providing, laying 50mm 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 VG40 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 work site, 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
-
-
-
Road D
90.56
915079
10104.68
Road E
88.05
889717
10104.68
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
-
-
-
Road A
396.69
4234943
10675.7
Road B
360
3843252
10675.7
Road C
840
8967588
10675.7
Road D
12.04
128535
10675.7
Road E
10.61
113269
10675.7
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 Roller 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
-
-
-
Road D
55.73
610925
10962.23
Road E
54.18
593933
10962.23
Providing compaction for embankment / making up of low berms using the available box cut earth including all hire and fuel charges for power roller 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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-
-
Road A
802.8
21370
26.62
Road D
40
1064
26.62
Road E
40
1064
26.62
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 an average lead of 5 km.
-
-
-
Road A (For Diversion Road)
1210.59
288096
237.98
Road B (For Berms)
602
143263
237.98
Road C (For Berms)
846
201331
237.98
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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-
-
Road A (25.00+20.00)
45
192456
4276.8
Hoisting and fixing of 1000 mm dia pipes proper gradient including all labour charges and all other incidental charges etc., complete. MORTH No. 2904, 2905, 2906.
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-
-
Road A (25.00+20.00)
45
11979
266.2
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.
-
-
-
Road A
36.02
17512
486.2
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 Box Culvert.
-
-
-
Road A
412.71
119425
289.37
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.
-
-
-
Road A
85.58
21097
246.52
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 Drain.
-
-
-
Road A
633.6
105247
166.11
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.
-
-
-
Road A (For Pipe Culvert)
3.86
20216
5237.51
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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-
-
Road A (For Box Culvert)
22.79
135478
5944.65
Road A (For Drain)
52.8
314809
5962.31
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 Wing wall and Parapet.
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-
-
Road A (For Box Culvert)
141.66
1199399
8466.75
Road A (For Pipe Culvert)
39.12
345681
8836.45
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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-
-
Road A (For Box Culvert)
79.7
965045
12108.47
Road A (For Drain)
288.47
4176647
14478.62
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.
-
-
-
Road A (For Box Culvert)
5.78
552334
95609.27
Road A (For Drain)
14.84
1418841
95609.27
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.
-
-
-
Road A (For Pipe Culvert)
23.58
6539
277.34
Filling with stone dust including cost and conveyance of material to work site including labour charges for filling, laying, compacting by manual labour under optimum moisture content to get the maximum density flooding with water as layers or built-up to the bottom level inclusive all other incidental charges etc., complete below levelling course
-
-
-
Road A (For Drain)
52.8
11675
221.12
Providing and fixing of FRP Gratings of 600 x 200 mm size with M.S flats of 25x10mm for outer frames ,25x6mm for inner braces and PVC pipe 150mm dia fixed with mild steel grating, including cost and conveyance of pipes and gratings and fixing them in position (At 5m interval)
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-
-
Road A (For Drain)
6
3000
500
Supplying and fixing of Reinforced Cement Concrete 600mm dia FRC manhole cover Heavy Duty to suit 600 mm clear opening manhole frame as directed by the Departmental officers including labour charges for fixing at every intervals of 10 m along the drain including all other incidental charges etc., complete
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-
-
Road A (For Drain)
25
26455
1058.22
Supplying and fixing of Reinforced Cement Concrete 600mm dia FRC manhole frame Heavy Duty to have clear opening of 600mm dia to suit 600mm dia FRC Cover as directed by the Departmental officers including labour charges for fixing at every intervals of 10 m along the drain including all other incidental charges etc., complete
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-
-
Road A (For Drain)
25
37775
1511.02
Road Marking with Hot Applied Thermoplastic compound with Reflectorising Glass Beads on Bituminous surface.
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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-
-
Road D
111.15
98923
890
Road E
167.7
149253
890
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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-
-
Road D - 90cm Octagon
1
8205
8205
Road D - 90cm equilateral triangle
5
25630
5126
Road E - 90cm Octagon
1
8205
8205
Road E - 90cm equilateral triangle
5
25630
5126
Hazard Marker Traffic Signs - Type-IV
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 Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm 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 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. (as per MORT&H Specification No.801) 30cm x 90cm rectangular.
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-
-
Road D
5
20000
4000
Road E
5
20000
4000
Providing Barrier Type Kerb for median/ islands using vibrated cement concrete of grade M20 (1:1.5:3) using 20 and 12mm ISS HBG metal 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, including all labour charges for mixing, laying, curing, painting, including all other incidental charges etc., complete as per drawing and standard specification.
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-
-
Road D
210
98559
469.33
Road E
218
102451
469.96
Filling behind the Center median with Excavated earth including cost and conveyance to site including labour charges for filling in layers , watering , tamping under optimum moisture content to get the maximum density and all other incidental charges etc., complete as per clause 304 & 2907 of MORTH Vth Revision.
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-
-
Road D
31.03
1329
42.85
Road E
29.03
1243
42.85
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
-
52394138
Add GST at 18%
1
-
9430945
Total Value put to Tender
1
-
61825083
Quoted value
1
-
-
Final Quoted Value
1
-
-
Add GST at 18% of Final Quoted Value
1
-
-
Total Value of Contract Including 18% of GST
1
-
-
Basic cost of value put to tender as per Estimate
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52394138
-
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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