Highways Department Tender
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Highways Department Tender
Civil And Construction
Eprocure
Opening Date23 Sep 2024
Closing Date14 Oct 2024
Tender Amount₹ 3,40,10,000
Costs
EMD
₹ 1,81,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tnv 37 Sankarankovil H C And M Subdivision
Description
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Contact
Tender Id
2024_HWAY_487267_1Bid Award Id
ViewTender No
T N No. 24 2024-2025 HDO Dated 12 09 2024Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
GEM & Bid Advisory Services
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BOQ Items
Road A
4218.4
1153184
273.37
Granular Sub-Base with Close Graded Material 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)
-
-
-
Road A
652.73
1316595
2017.06
WET MIX MACADAM
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
-
-
-
Road A
1052.63
2246154
2133.85
Prime Coat Over WBM/ WMM Surface 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
-
-
-
Road A
4210.7
344351
81.78
Tack Coat Over Primed Surface 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
-
-
-
Road A
4210.7
79455
18.87
Tack Coat Over Existing BT Surface 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 andall other incidental charges etc., complete as perClause 503 of MORTH Rev-5
-
-
-
Road A
14039.4
380467
27.1
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 37Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the itumen, aggregate and mixing them in required temperatureusing Central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site,spreading the mix to uniform thickness of 50mm with mechanical paver to the specified gradesand 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 20-30tCMP 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
-
-
-
Road A
711.61
6115419
8593.78
DBM (Grade-I) 75mm Thick Using VG30 Bitumen
Providing, laying 75mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30kgs 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 site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and consolidated by 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 505 of MORTH rev-5
-
-
-
Road A
291.44
2722142
9340.32
BC 30/40mm Thick (Grade-II) Using VG30 Bitumen
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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-
-
Road A
547.48
6005691
10969.7
Supply and Fixing of of NP3 class RCC 1000 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458 / 2000 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
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-
-
Road A Box Culvert at Km 3/2
12.5
56787
4543
Road A Box Culvert at Km 3/8
12.5
56787
4543
Road A Box Culvert at Km 4/2
12.5
56787
4543
Road A Box Culvert at Km 4/4
12.5
56787
4543
Road A Box Culvert at Km 4/6
12.5
56787
4543
Road A Box Culvert at Km 4/8
12.5
56787
4543
Road A Box Culvert at Km 4/10(i)
12.5
56787
4543
Road A Box Culvert at Km 4/10(ii)
12.5
56787
4543
Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for Carted Eath with a lead of 5 km for formation of Diversion Road for 95% compacion.
-
-
-
Road A Box Culvert at Km 3/2
304.82
62799
206.02
Road A Box Culvert at Km 3/8
410.42
84554
206.02
Road A Box Culvert at Km 4/2
304.82
62799
206.02
Road A Box Culvert at Km 4/4
304.82
62799
206.02
Road A Box Culvert at Km 4/6
304.82
62799
206.02
Road A Box Culvert at Km 4/8
304.82
62799
206.02
Road A Box Culvert at Km 4/10(i)
304.82
62799
206.02
Road A Box Culvert at Km 4/10(ii)
304.82
62799
206.02
Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for Carted Eath with a lead of 5 km for formation of Diversion Road for 97% compacion.
-
-
-
Road A Box Culvert at Km 3/2
44.25
9161
207.03
Road A Box Culvert at Km 3/8
59
12214
207.03
Road A Box Culvert at Km 4/2
44.25
9161
207.03
Road A Box Culvert at Km 4/4
44.25
9161
207.03
Road A Box Culvert at Km 4/6
44.25
9161
207.03
Road A Box Culvert at Km 4/8
44.25
9161
207.03
Road A Box Culvert at Km 4/10(i)
44.25
9161
207.03
Road A Box Culvert at Km 4/10(ii)
44.25
9161
207.03
Providing and laying Gravel soling for specified thick with clean good gritty gravel over the well prepared sub grade from the approved quarry including cost and conveyance of material, laying in accordance with the requirements and specification. The materials shall be laid in one or more layers as sub-base according to the line and grade and cross action shown in the drawing or as directed by the Engineers for DIVERSION ROAD
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-
-
Road A Box Culvert at Km 3/2
49.5
13728
277.34
Road A Box Culvert at Km 3/8
66
18304
277.34
Road A Box Culvert at Km 4/2
49.5
14311
289.13
Road A Box Culvert at Km 4/4
49.5
14311
289.13
Road A Box Culvert at Km 4/6
49.5
14311
289.13
Road A Box Culvert at Km 4/8
49.5
14311
289.13
Road A Box Culvert at Km 4/10(i)
49.5
14311
289.13
Road A Box Culvert at Km 4/10(ii)
49.5
14311
289.13
Dismantling the existing Cement Concrete in Cement Mortar in the existing causeway / bridge and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.
-
-
-
Road A Box Culvert at Km 3/2
4.3
1217
283.14
Road A Box Culvert at Km 3/8
6.38
1806
283.14
Road A Box Culvert at Km 4/2
3.89
1101
283.14
Road A Box Culvert at Km 4/4
3.89
1101
283.14
Road A Box Culvert at Km 4/6
3.89
1101
283.14
Road A Box Culvert at Km 4/8
3.89
1101
283.14
Road A Box Culvert at Km 4/10(i)
3.89
1101
283.14
Road A Box Culvert at Km 4/10(ii)
3.89
1101
283.14
Earthwork excavation in all classes of soils except hard rock requring blasting depositing on bank with all leads and lifts as per SS 20B including cost of all labour,materials, tools, equipments and all incidential charges such as bailing out water providing and maintaining necessary conferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and cleaning the site and disposal of all surplus materials etc complete as per relevant standard specifiation FOUNDATION OF BOX CULVERT AND RETURN WALL & Drain
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-
-
Road A Box Culvert at Km 3/2
41.01
5054
123.26
Road A Box Culvert at Km 3/8
68.97
8501
123.26
Road A Box Culvert at Km 4/2
41.01
5054
123.26
Road A Box Culvert at Km 4/4
41.01
5054
123.26
Road A Box Culvert at Km 4/6
41.01
5054
123.26
Road A Box Culvert at Km 4/8
41.01
5054
123.26
Road A Box Culvert at Km 4/10(i)
41.01
5054
123.26
Road A Box Culvert at Km 4/10(ii)
41.01
5054
123.26
Plain Cement Concrete M20 grade using 40mm ISS size HBG metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixing transporting laying and curing concrete working at heights, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for LEVELLING COURSE OF BOX CULVERT
-
-
-
Road A Box Culvert at Km 3/2
5.81
35283
6072.97
Road A Box Culvert at Km 3/8
9.18
55749
6072.97
Road A Box Culvert at Km 4/2
5.81
35339
6082.52
Road A Box Culvert at Km 4/4
5.81
35339
6082.52
Road A Box Culvert at Km 4/6
5.81
35339
6082.52
Road A Box Culvert at Km 4/8
5.81
35339
6082.52
Road A Box Culvert at Km 4/10(i)
5.81
35339
6082.52
Road A Box Culvert at Km 4/10(ii)
5.81
35339
6082.52
Vibrated Reinforced Cement Concrete M25 Grade using 20mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for BOTTOM SLAB OF BOX CULVERT.
-
-
-
Road A Box Culvert at Km 3/2
13.68
128456
9390.1
Road A Box Culvert at Km 3/8
29
265809
9165.86
Road A Box Culvert at Km 4/2
13.68
128587
9399.65
Road A Box Culvert at Km 4/4
13.68
128587
9399.65
Road A Box Culvert at Km 4/6
13.68
128587
9399.65
Road A Box Culvert at Km 4/8
13.68
128587
9399.65
Road A Box Culvert at Km 4/10(i)
13.68
128587
9399.65
Road A Box Culvert at Km 4/10(ii)
13.68
128587
9399.65
Vibrated Reinforced Cement Concrete M25 Grade using 20mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for BODY WALL OF BOX CULVERT.
-
-
-
Road A Box Culvert at Km 3/2
9.46
149635
15817.74
Road A Box Culvert at Km 3/8
10.46
137184
13115.11
Road A Box Culvert at Km 4/2
9.46
149726
15827.29
Road A Box Culvert at Km 4/4
9.46
149726
15827.29
Road A Box Culvert at Km 4/6
9.46
149726
15827.29
Road A Box Culvert at Km 4/8
9.46
149726
15827.29
Road A Box Culvert at Km 4/10(i)
9.46
149726
15827.29
Road A Box Culvert at Km 4/10(ii)
9.46
149726
15827.29
Vibrated Reinforced Cement Concrete M25 Grade using 20mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for Top SLAB OF BOX CULVERT.
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-
-
Road A Box Culvert at Km 3/2
10.66
120253
11280.77
Road A Box Culvert at Km 3/8
25.5
273892
10740.88
Road A Box Culvert at Km 4/2
10.66
120354
11290.32
Road A Box Culvert at Km 4/4
10.66
120354
11290.32
Road A Box Culvert at Km 4/6
10.66
120354
11290.32
Road A Box Culvert at Km 4/8
10.66
120354
11290.32
Road A Box Culvert at Km 4/10(i)
10.66
120354
11290.32
Road A Box Culvert at Km 4/10(ii)
10.66
120354
11290.32
Supply and fabrication of steel Grade Fe-500 / required for all RCC items of works involved in the schedule including cost of steel cost of fabrication labour charges for cleaning the bars straightening cutting bending tying grills hoisting 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.
-
-
-
Road A Box Culvert at Km 3/2
2.77
264646
95609.27
Road A Box Culvert at Km 3/8
3.85
368095
95609.27
Road A Box Culvert at Km 4/2
2.77
264646
95609.27
Road A Box Culvert at Km 4/4
2.77
264646
95609.27
Road A Box Culvert at Km 4/6
2.77
264646
95609.27
Road A Box Culvert at Km 4/8
2.77
264646
95609.27
Road A Box Culvert at Km 4/10(i)
2.77
264646
95609.27
Road A Box Culvert at Km 4/10(ii)
2.77
264646
95609.27
Plain Cement Concrete M20 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for Parapet and Box Top
-
-
-
Road A Box Culvert at Km 3/2
1.17
8473
7242.02
Road A Box Culvert at Km 3/8
2.25
16294
7242.05
Road A Box Culvert at Km 4/2
1.17
8484
7251.57
Road A Box Culvert at Km 4/4
1.17
8484
7251.57
Road A Box Culvert at Km 4/6
1.17
8484
7251.57
Road A Box Culvert at Km 4/8
1.17
8484
7251.57
Road A Box Culvert at Km 4/10(i)
1.17
8484
7251.57
Road A Box Culvert at Km 4/10(ii)
1.17
8484
7251.57
Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF RETURN WALL.
-
-
-
Road A Box Culvert at Km 3/2
5.94
36073
6072.97
Road A Box Culvert at Km 3/8
7.79
47308
6072.97
Road A Box Culvert at Km 4/2
5.94
36130
6082.52
Road A Box Culvert at Km 4/4
5.94
36130
6082.52
Road A Box Culvert at Km 4/6
5.94
36130
6082.52
Road A Box Culvert at Km 4/8
5.94
36130
6082.52
Road A Box Culvert at Km 4/10(i)
5.94
36130
6082.52
Road A Box Culvert at Km 4/10(ii)
5.94
36130
6082.52
Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for STEM OF RETURN WALL.Below sill
-
-
-
Road A Box Culvert at Km 3/2
2.88
23428
8135
Road A Box Culvert at Km 3/8
2.76
22645
8204.74
Road A Box Culvert at Km 4/2
2.88
23456
8144.55
Road A Box Culvert at Km 4/4
2.88
23456
8144.55
Road A Box Culvert at Km 4/6
2.88
23456
8144.55
Road A Box Culvert at Km 4/8
2.88
23456
8144.55
Road A Box Culvert at Km 4/10(i)
2.88
23456
8144.55
Road A Box Culvert at Km 4/10(ii)
2.88
23456
8144.55
Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for STEM OF RETURN WALL.Above sill
-
-
-
Road A Box Culvert at Km 3/2
8.03
85179
10607.71
Road A Box Culvert at Km 3/8
5.35
60522
11312.65
Road A Box Culvert at Km 4/2
8.03
85256
10617.26
Road A Box Culvert at Km 4/4
8.03
85256
10617.26
Road A Box Culvert at Km 4/6
8.03
85256
10617.26
Road A Box Culvert at Km 4/8
8.03
85256
10617.26
Road A Box Culvert at Km 4/10(i)
8.03
85256
10617.26
Road A Box Culvert at Km 4/10(ii)
8.03
85256
10617.26
Calculation of SubTotal, GST and Total Amount carried out by system automatically
-
-
-
Basic cost of value put to tender as per estimate
1
-
28819606
Add GST at 18%
1
-
5187529
Total Value put to Tender
1
-
34007135
Negotiated Percentage
1
-
-
Final Negotiated Value
1
-
-
Add GST at 18% of Final Negotiated Value
1
-
-
Total Value of Contract Including 18% of GST
1
-
-
Basic cost of value put to tender as per Estimate
-
28819606
-
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
-
-
-
Evaluation Notes How It Works ?
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