Highways Department Tender
... More
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date27 Aug 2024
Closing Date24 Sep 2024
Tender Amount₹ 7,33,00,000
Costs
EMD
₹ 3,78,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tn No 02 2024 25 Hdo Dt 14 08 2024 Tvm 13
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_477085_1Bid Award Id
ViewTender No
TN No 02 2024 25 HDO Dt 14 08 2024 TVM 13Tender Authority
Highways Department ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Road D(2.70+56.26)
58.96
104790
1777.32
... More
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
4.51
9545
2116.62
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Road B
6.01
12720
2116.62
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Road D
4.14
8762
2116.62
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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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Road A
24.75
2012
81.33
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Road B
39.75
3232
81.33
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Road D
21
1707
81.33
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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 MORTH Specification-
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-
-
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Road A
24.75
463
18.71
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Road B
39.75
743
18.71
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Road D
21
392
18.71
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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
14959.72
403463
26.97
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Road B
12656.47
341345
26.97
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Road C
6091.88
164298
26.97
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Road D
13625.3
367474
26.97
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Road E
12750
343867
26.97
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Road F
10717.5
289050
26.97
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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
22.28
471
21.17
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Road B
53.78
1138
21.17
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Road D
15.75
333
21.17
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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
936.73
7921813
8456.88
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Road B
747.31
6319910
8456.88
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Road C
19.87
168038
8456.88
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Road D
682.32
5770298
8456.88
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Road E
73.88
624794
8456.88
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Road F
22.5
190279
8456.88
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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 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 A
450.66
4816419
10687.48
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Road B
383.58
4099503
10687.48
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Road C
182.75
1953136
10687.48
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Road D
410.18
4383790
10687.48
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Road E
382.5
4087961
10687.48
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Road F
321.53
3436345
10687.48
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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 using carted earth with an average lead of 5km
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-
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Road A(734+803.10)
1537.1
365799
237.98
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Road B(624+401.55+2007.75)
3033.3
721864
237.98
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Road C
298.2
70965
237.98
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Road D(803.10+660)
1463.1
348188
237.98
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Road E
630.4
150022
237.98
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Road F
483.8
115134
237.98
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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(20+20)
40
171072
4276.8
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Road B(20+10+50)
80
342144
4276.8
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Road D(20+20)
40
171072
4276.8
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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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-
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Road A(20+20)
40
10648
266.2
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Road B(20+10+50)
80
21296
266.2
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Road D(20+20)
40
10648
266.2
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Dismantling the Brick / Stone Masonry in cement mortar walls under 3m high 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
17.69
5008
283.14
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Road B
17.69
5008
283.14
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Dismantling the Removal of Cut Stone Slabs / RCC Cover Slabs 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
19.8
10156
512.93
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Road B
19.8
10156
512.93
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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(19.20+18.94)
38.14
18543
486.2
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Road B(18.94+96)
114.94
55883
486.2
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Road D
38.4
18670
486.2
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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 culverts
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-
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Road A
358.52
103744
289.37
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Road B(634.75+231.57)
866.32
250687
289.37
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Road D
253.9
73471
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
95.37
23510
246.52
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Road B
95.37
23510
246.52
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Road D
95.37
23510
246.52
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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
21.48
128660
5989.78
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Road B(42.15+13.05)
55.2
333286
6037.8
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Road D
16.86
100135
5939.24
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Plain Cement Concrete M10 grade(Nominal 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
2.69
14345
5332.72
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Road B
2.69
14451
5372.45
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Road D
2.69
14104
5243.44
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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 Wing wall and Parapet.
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-
-
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Road A
121.4
1004690
8275.87
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Road B(236.15+74.17)
310.32
2627159
8465.97
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Road D
94.46
799010
8458.72
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Vibrated Cement Concrete M20 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 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 as per standard specification for Body wall.
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-
-
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Road A
26.5
234390
8844.92
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Road B
26.5
235443
8884.65
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Road D
26.5
232024
8755.64
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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
94.34
1084662
11497.38
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Road B(156+63.14)
219.14
2610770
11913.71
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Road D
62.4
754650
12093.75
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Supply and fabrication of STEEL grade Fe500 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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Road A
6.34
606162
95609.27
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Road B(11.330+4.074)
15.4
1472765
95609.27
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Road D
4.53
433301
95609.27
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Gravel filling including cost and conveyance to work site 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 chargesetc. complete as per standard specification.
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-
-
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Road A
26.15
7252
277.34
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Road B
26.15
7252
277.34
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Road D
26.15
7252
277.34
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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
-
62111272
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Add GST at 18%
1
-
11180029
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Total Value put to Tender
1
-
73291301
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Quoted value
1
-
-
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Final Quoted Value
1
-
-
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Add GST at 18% of Final Quoted Value
1
-
-
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Total Value of Contract Including 18% of GST
1
-
-
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Basic cost of value put to tender as per Estimate
-
62111272
-
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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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-
-
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