Highways Department Tender
... More
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date19 Sep 2024
Closing Date14 Oct 2024
Tender Amount₹ 6,09,00,000
Costs
EMD
₹ 3,15,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tnv-35 Sivagiri H Candm Sub Division
Description
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Contact
Tender Id
2024_HWAY_485461_1Bid Award Id
ViewTender No
T N No. 22 2024-2025 HDO Dated 10 09 2024Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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Earthwork excavation in all classes of soils except hard rock requiring blasting and
depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, removal of other
deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification.
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-
-
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ROAD A
1076.23
132656
123.26
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ROAD C
1317.63
162411
123.26
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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)Material as per MORTH Rev. V Clause No. 111, 112, 401 & 900.
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-
-
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ROAD A
468.83
1019920
2175.46
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ROAD C
462.57
1006302
2175.46
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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 Clause No. 111, 112, 406 & 900.
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-
-
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ROAD A
1377.63
2939655
2133.85
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ROAD B
93.24
198960
2133.85
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ROAD C
700.87
1495551
2133.85
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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 Clause No. 111,112,501,502 &900 .
-
-
-
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ROAD A
7100.51
580395
81.74
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ROAD B
621.5
50813
81.76
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ROAD C
2803.47
229295
81.79
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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 as per Clause No.111, 112,501, 503 & 900.
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-
-
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ROAD A
7100.51
133915
18.86
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ROAD B
621.5
11721
18.86
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ROAD C
2803.47
52929
18.88
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Tack Coat over Bituminous Surface Providing and layingTack Coat over Existing BTsurface using 2Kg of Bitumen Emulsion(RS1)per 10sqm for preparatory to another bituminous construction over it including cost of material, labourcharges,rentals for machinery,fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5
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-
-
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ROAD A
2665.45
72207
27.09
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ROAD B
48628.25
1317339
27.09
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ROAD C
3154.5
85486
27.1
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Advance BT patches upto 25 mm. thick using 13.20 mm metal which shall include repair of pot holes and patching of all types of bituminous mix either produeced at plant site or at site in pot holes or in patches after trimming the pot holes or depression to painting with tack coat and compacting the layer as directed by the Engineer in-charage using VG10 Gr.Bitumen
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-
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Road B
10.11
41692
4123.92
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Tack Coat over Dry Lean Cement Concrete Surface 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 as per Clause No.111, 112,501, 503 & 900.
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-
-
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ROAD A
56.54
1206
21.34
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DBM (Grade-II) 50mm Thick Using VG30 and 9m Paver
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 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 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 finisher hydrostatic (more than 5m width) 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 A
210.91
2130836
10103.06
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ROAD C
154.19
1557790
10103.06
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BM (Grade-II) 50mm Thick Using VG30 (Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50-13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 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
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-
-
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ROAD A
286.13
2458938
8593.78
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ROAD B
262.25
2253718
8593.78
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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 Clause No. 111, 112, 501,507 & 900.
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-
-
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ROAD A
294.68
3232551
10969.7
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ROAD B
1477.5
16207731
10969.7
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ROAD C
178.74
1960724
10969.7
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COMPACTION ONLY FOR UTILIZING AVAILABLE BOX CUT EARTH
Providing compaction for embankment / making up of low berms using the available box cut earth including all hire and fuel charges for power roller for compaction, water sprinkler, including all labour charges for laying, spreading, watering etc., complete and as directed by the departmental engineers. as per MORTH Rev. V Clause No. 111, 112,202, 301 to 305, 900
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-
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ROAD A
528.52
14100
26.68
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ROAD B
1769.2
47202
26.68
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ROAD C
62
1654
26.68
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Dismantling of Existing RR masonry including T&P and scaffolding wherever necessary, sorting the dismantled materials, disposal of unserviceable material and stacking carefully the serviceable materials with all lead and lift without causing any detrimental effects taking all necessary safety precautions and traffic damaged pipe culvert and Box culvert
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-
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ROAD A Box Culvert 0/10
2.57
727
283.14
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ROAD A Box Culvert 1/4
3.89
1101
283.14
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ROAD A Box Culvert 2/2
3.89
1101
283.14
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ROAD C Box Culvert Km 8/8
2.57
727
283.14
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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, RETURN WALL, Retaining Wall and Island.
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-
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ROAD A Box Culvert 0/10
29.02
3577
123.26
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ROAD A Box Culvert 1/4
125.02
15409
123.26
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ROAD A Box Culvert 2/2
145.35
17915
123.26
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ROAD C [Island]
0.9
110
123.26
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ROAD C Box Culvert Km 8/8
38.48
4743
123.26
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Plain Cement Concrete M15 grade (Nominal Mix 1:2:4) using 40mm ISS size hard granite broken 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,hire charges for all tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for LEVELLING COURSE OF BOX CULVERT, Island Foundation
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-
-
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ROAD A Box Culvert 0/10
5.24
32205
6146.18
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ROAD A Box Culvert 1/4
9.81
60450
6162.1
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ROAD A Box Culvert 2/2
13.32
82291
6178.02
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ROAD C [Island]
0.9
5412
6013.7
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ROAD C Box Culvert Km 8/8
6.95
42273
6082.52
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Precast Vibrated Reinforced Cement Concrete M25 design mix (1:1.2:2.4), 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 0.30m at middle 0.150 at top and to height of 0.860m from the road level, 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 50mm 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 officers etc. complete.
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-
-
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ROAD C [Centre Median]
100
667303
6673.03
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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.
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-
-
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ROAD A Box Culvert 0/10
12.31
116781
9486.71
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ROAD A Box Culvert 1/4
26.06
240935
9245.42
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ROAD A Box Culvert 2/2
35.53
327243
9210.33
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ROAD C Box Culvert Km 8/8
16.42
153749
9363.52
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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.
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-
-
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ROAD A Box Culvert 0/10
11.2
178526
15939.84
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ROAD A Box Culvert 1/4
18.98
264756
13949.24
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ROAD A Box Culvert 2/2
25.88
360098
13914.15
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ROAD C Box Culvert Km 8/8
11.34
179180
15800.72
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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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-
-
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ROAD A Box Culvert 0/10
9.48
108038
11396.5
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ROAD A Box Culvert 1/4
20.49
224106
10937.35
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ROAD A Box Culvert 2/2
29.37
318014
10827.87
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ROAD C Box Culvert Km 8/8
13.26
148441
11194.67
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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.
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-
-
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ROAD A Box Culvert 0/10
2.24
214451
95609.27
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ROAD A Box Culvert 1/4
4.19
400316
95609.27
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ROAD A Box Culvert 2/2
5.67
541817
95609.27
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ROAD C Box Culvert Km 8/8
2.73
261395
95609.27
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Vibrated 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.
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-
-
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ROAD A Box Culvert 0/10
1.17
8439
7213.59
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ROAD A Box Culvert 1/4
1.73
12682
7331.15
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ROAD A Box Culvert 2/2
7.13
52384
7347.07
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ROAD C Box Culvert Km 8/8
1.17
8484
7251.57
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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.
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-
-
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ROAD A Box Culvert 1/4
44.99
277232
6162.1
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ROAD A Box Culvert 2/2
44.99
277949
6178.02
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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
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-
-
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ROAD A Box Culvert 1/4
17.79
134471
7558.84
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ROAD A Box Culvert 2/2
17.79
134754
7574.76
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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
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-
-
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ROAD A Box Culvert 1/4
66.72
629844
9440.12
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ROAD A Box Culvert 2/2
80.22
785009
9785.71
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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.
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-
-
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ROAD A Box Culvert 0/10
1032.04
212620
206.02
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ROAD A Box Culvert 1/4
1032.04
212620
206.02
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ROAD A Box Culvert 2/2
1032.04
212620
206.02
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ROAD C Box Culvert Km 8/8
1032.04
212620
206.02
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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.
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-
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ROAD A Box Culvert 0/10
147.5
30536
207.03
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ROAD A Box Culvert 1/4
147.5
30536
207.03
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ROAD A Box Culvert 2/2
147.5
30536
207.03
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ROAD C Box Culvert Km 8/8
147.5
30536
207.03
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Supply and Hoisting of NP 3 class RCC 1000 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458 / 1989 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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-
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ROAD A Box Culvert 0/10
25
113575
4543
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ROAD A Box Culvert 1/4
25
113575
4543
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ROAD A Box Culvert 2/2
25
113575
4543
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ROAD C Box Culvert Km 8/8
25
113575
4543
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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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-
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ROAD A Box Culvert 0/10
165
72278
438.05
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ROAD A Box Culvert 1/4
165
53542
324.5
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ROAD A Box Culvert 2/2
165
55487
336.29
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ROAD C Box Culvert Km 8/8
165
70332
426.26
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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 RETAINING WALL
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-
-
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Road C[R.wall Km 0/2]
128.34
15819
123.26
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Road C[R.wall Km 8/8]
82.8
10205
123.26
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Plain Cement Concrete M20 grade mix using 40mm ISS size hard granite broken 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,hire charges for all tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for Foundation of Retaining Wall
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-
-
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Road C[R.wall Km 0/2]
35.65
214671
6021.65
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Road C[R.wall Km 8/8]
23
138132
6005.74
... More
Vibrated 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 STEM OF PCC RETAINING WALL (below sill level)
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-
-
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Road C[R.wall Km 0/2]
64.28
472592
7352.1
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Road C[R.wall Km 8/8]
41.47
304899
7352.28
... More
Vibrated 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 STEM OF PCC RETAINING WALL (Above sill level)
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-
-
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ROAD C [Island]
2.17
15753
7259.53
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Road C[R.wall Km 0/2]
107.7
1019034
9461.79
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Road C[R.wall Km 8/8]
94.6
935715
9891.28
... More
Providing and fixing Bitumen Pad Expansion Joint including cost and conveyance of expansion joint, shalimar pad and Joint sealants and fixing them in position etc., complete in deck slab over abutment and pier as per MORTH Rev Clause No.2600
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-
-
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Road C[R.wall Km 0/2]
6.82
3266
479
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Road C[R.wall Km 8/8]
4.4
2107
479
... More
Providing and fixing 110mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite cost and labour for semi-sperical back fill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the back fill as per standard specifications in Retaining wall
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-
-
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Road C[R.wall Km 0/2]
31
6296
203.1
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Road C[R.wall Km 8/8]
20
4062
203.1
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Refilling with Site Earth available including cost and Conveyence of all materials to site and Labour Charges etc., complete for over pipes & in between pipes as per Specification
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-
-
... More
Road C[R.wall Km 0/2]
47.04
7053
149.94
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Road C[R.wall Km 8/8]
30.35
4550
149.94
... More
Refilling with excavated Earth available including cost and Conveyence of all materials to site and Labour Charges etc., complete for over pipes & in between pipes as per Specification
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-
-
... More
Road C[R.wall Km 0/2]
128.34
3424
26.68
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Road C[R.wall Km 8/8]
82.8
2209
26.68
... 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
-
51563999
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Add GST at 18%
1
-
9281520
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Total Value put to Tender
1
-
60845519
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Negotiated Percentage
1
-
-
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Final Negotiated Value
1
-
-
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Add GST at 18% of Final Negotiated 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
-
51563999
-
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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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-
-
Evaluation Notes How It Works ?
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