Highways Department Tender
... More
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date17 Oct 2024
Closing Date5 Nov 2024
Tender Amount₹ 5,45,50,000
Costs
EMD
₹ 2,83,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Try-108 Keeranur (h), C And M Subdivision
Description
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Contact
Tender Id
2024_HWAY_494203_3Bid Award Id
ViewTender No
TN.No.42 / 2024-2025Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
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Documents
BOQ Items
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Road-B
1096.88
123
135201.43
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Road-D
1725.15
123
212641.99
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Road-E
1867.55
123
230194.21
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Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (Construction of granular sub-base by providing close graded Material, (Table : 401) 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. as per MORT&H Rev.V specifications No.111,112,401,900
-
-
-
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Road-A
321.31
2018
648654.2
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Road-B
443.63
2375
1053701.1
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Road-D
518.61
1886
978502.98
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Road-E
671.99
2058
1383210.78
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Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (Construction of granular sub-base by providing close graded Material, (Table : 401) 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. as per MORT&H Rev.V specifications No.111,112,401,900
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-
-
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Road-A
149.44
2107
314998.6
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Road-B
170.63
2464
420476.68
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Road-D
252.98
1975
499853.06
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Road-E
279.99
2147
601267.33
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Picking the existing BT surface upto 50mm depth as directed by the departmental officers and levelling the surface including all labour charges for pickig and all other tools and plants employed of the work and including all other incidental charges etc., complete as per standard specifications.
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-
-
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Road-C
155.83
21
3403.33
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Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam required 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
373.61
2148
802801.96
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Road-B
426.56
2148
916579.33
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Road-C
46.75
2148
100455
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Road-D
632.45
2148
1358989.59
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Road-E
699.99
2148
1504117.51
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Providing and laying Prime Coat over WMM surface using pressure distributor 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 per Clause 502 of MORTH Rev-5
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-
-
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Road-A
1494.45
80
119675.56
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Road-B
1706.25
80
136619.44
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Road-C
467.5
80
37442.08
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Road-D
2529.8
80
202611.68
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Road-E
2799.95
80
224248
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Providing and laying Tack Coat over WMM surface (treated with primer) using pressure distributor 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 per Clause 503 of MORTH Rev-5
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-
-
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Road-A
1494.45
18
27363.38
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Road-B
1706.25
18
31241.44
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Road-C
467.5
18
8564.6
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Road-D
2529.8
18
46345.94
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Road-E
2799.95
18
51295.08
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Advance patch work using 45 mm metal 50mm thick using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 10 ), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504 - Standard Specification
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-
-
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Road-C
7.57
3540
26798.78
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Providing and laying Tack Coat over Existing BT surface using pressure distributor 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
5676.35
26
151274.73
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Road-B
3882.5
26
103468.63
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Road-C
5101.25
26
135999.33
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Road-D
8921.6
26
237849.86
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Road-E
6230.75
26
166111.8
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DBM (Grade-II) 70mm Thick using VG30 Providing, laying 70mm 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 of 50mm thick 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 70mm using paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc.,including hire and fuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory rollers and all other tools and plant required, including all other incidental charges etc.,complete as per specification using CMP as per clause 505 MORTH Rev-5
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-
-
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Road-D
177.09
9589
1698229.35
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BM (Grade-II) Required 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 37 Kgs of VG30 Grade bitumen for premixing per 10sqm of 50mm thick 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/60mm 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
372.19
8226
3061783.82
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Road-B
305.04
8226
2509381.06
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Road-C
28.88
8226
237578.43
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Road-D
438.95
8226
3610978.28
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Road-E
168
8226
1382035.2
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BC (Grade-II) 30mm/40mm Thick using VG30 Providing and laying Bituminous Concrete to 30mm 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 of 40mm thick including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 30mm/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 (30mm Thick)
215.12
10368
2230542.71
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Road-B (30mm Thick)
167.67
10368
1738541.73
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Road-C (30mm Thick)
167.06
10368
1732216.74
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Road-D (30mm Thick)
343.54
10368
3562107.86
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Road-E (40mm Thick)
361.23
10368
3745532.46
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Spreading with available excavated earth layers, not exceeding limits including watering consolidation by power roller rolling including all labour charges and incidental charges etc., complete as directed by the Engineer.as per MORTH Vth Rev., 111, 112, 301, 304, 305, 2907 for making up low berms
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-
-
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Road-A
198.38
26
5288.81
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Road-B
200
26
5332
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Road-D
317.9
26
8475.21
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Road-E
316.08
26
8426.69
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Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections including compaction by power roller shown in the drawings or as indicated by the Engineer as per MORTH Vth Rev., 111, 112 & 201 for making up berms using earth from borrow area.
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-
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Road-C
199
169
33758.36
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BOX CULVERT
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-
-
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Dismantling Culverts,bridges and other structures
Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc.
a)Dismantling brick masonry in cement mortar MORTH 111,112,202
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-
-
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Road-A
17.56
283
4971.94
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Road-D
17.56
283
4971.94
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Road-E
17.56
283
4971.94
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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 and bracing and their subsequent removal, removal of all logs, stumps and other deletrious matter and obstructions, trimming bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification -MORTH Vth Rev., 304 for foundation.
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-
-
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Road-A
239.91
289
69422.76
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Road-D
475.51
289
137598.33
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Road-E
453.62
289
131264.02
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Cement Concrete of grade M15 (Nominal Mix) using 40mm ISS size HBG graded metal using with M.Sand including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labor 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 LEVELLING COURSE as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900
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-
-
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Road-A
7.36
6202
45651.87
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Road-D
7.36
6109
44964.15
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Road-E
7.36
6163
45364.76
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Vibrated Cement Concrete M20 grade nominal mix using 40mm ISS size hard broken granite metal using with M.Sand 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 and in accordance with standard specification for as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900 - for foundation of wing wall
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-
-
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Road-A
4.22
6391
26973.73
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Road-D
15.62
6298
98381.63
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Road-E
15.62
6352
99231.83
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Vibrated reinforced cement concrete design mix M25 grade using 20mm & 12 mm ISS size HBG graded metal crushed stone with M.Sand including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing including all incidental charges etc., complete - MORTH Vth Rev., 1000, 1500, 1600, 1700, 2200, 2300 & 900 for Box culvert
-
-
-
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Road-A
46.47
12332
573114.05
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Road-D
46.47
12239
568771.42
... More
Road-E
39.42
12301
484918.03
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Vibrated Cement Concrete M20 grade nominal mix using 40mm ISS size hard broken granite metal and using M.sand 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 and in accordance with standard specification for - Wing wall and Parapet as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900
-
-
-
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Road-A
61.5
8318
511609.89
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Road-D
188.35
8154
1535964.11
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Road-E
188.35
8209
1546216.01
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Supply and fabrication of (HYSD) Steel Grade Fe 500 as per Steel Schedule required for all RCC items of works involved in the schedule of drawings including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, positioning 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. - MORTH Vth Rev., 1000, 1500, 1600 & 900
-
-
-
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Road-A
3.41
95609
326410.05
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Road-D
3.41
95609
326410.05
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Road-E
2.88
95609
275354.7
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Vibrated Reinforced Cement concrete M30 (Design Mix) using HBG graded ISS metal and using M.sand including cost and conveyance of all materials to worksite,but excluding cost conveyance and fabrication of steel but including cost and labour charges for compacting,curing,including all incidental charges etc.,complete for Wearing coat of 75mm uniform thickness over Deck slab.
-
-
-
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Road-A
28.86
676
19513.4
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Road-D
28.86
669
19313.11
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Road-E
23.66
673
15928.15
... More
Stone dust filling including cost and conveyance of Stone dust 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 charges etc. complete as per standard specification.
-
-
-
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Road-A
7.5
367
2753.85
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Road-D
7.5
269
2022
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Road-E
7.5
367
2753.85
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Providing and fixing seepage pipes of 100mm PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to worksite, cost and labour for 900mm dia semi-spherical backfill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc., complete as per drain the backfill -1 No.
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-
-
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Road-A
33.6
192
6468
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Road-D
47.6
192
9163
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Road-E
47.6
192
9163
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Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with average lead of 1 km 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, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For Carted Earth with compaction for diversion road with conveyance of 1 Kms Lead.
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-
-
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Road-A
232.26
183
42577.9
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Road-E
232.26
183
42577.9
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Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with average lead of 5 km 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, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For Carted Earth with compaction for diversion road with conveyance of 5 Kms Lead.
-
-
-
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Road-D
232.26
238
55282.53
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Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (Construction of granular sub-base by providing close graded Material, (Table : 401) 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. as per MORT&H Rev.V specifications No.111,112,401,900. for diversion road.
-
-
-
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Road-A
37.13
2018
74957.3
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Road-D
37.13
1886
70056.14
... More
Road-E
37.13
2058
76427.65
... More
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam required 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. for Diversion Road.
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-
-
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Road-A
37.13
2148
79783.83
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Road-D
37.13
2148
79783.83
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Road-E
37.13
2148
79783.83
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Supply of 1000mm dia RCC NP3 class pipes confirming to IS 458 specification as directed by the departmental officers including cost and conveyance of pipes to the worksite and all other incidental charges etc., complete as per standard specification as per MORTH Vth Rev., 1000, 2900 & 900 for Diversion road.
-
-
-
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Road-A
7.5
4276
32076
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Road-D
7.5
4276
32076
... More
Road-E
7.5
4276
32076
... More
Laying and fixing of 1000mm dia RCC NP3 pipe in position excluding cost of pipes but including conveyance to work spot and handling charges on both sides including labour charges for hoisting and placing the pipes in position and packing the joints and all other incidental charges etc., complete as per standard specification as per MORTH Vth Rev., 2905, 2906 & 900 for Diversion road.
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-
-
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Road-A
7.5
266
1996.5
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Road-D
7.5
266
1996.5
... More
Road-E
7.5
266
1996.5
... 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
46221620
-
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Add GST at 18%
1
8319892
-
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Total Value put to Tender
1
54541512
-
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Quoted Percentage
1
-
-
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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
-
-
46221620
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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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-
-
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Quoted Rate in Words
-
-
-
Evaluation Notes How It Works ?
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