Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date12 Sep 2024
Closing Date15 Oct 2024
Tender Amount₹ 3,81,60,000
Costs
EMD
₹ 2,05,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HWAY_483307_1Bid Award Id
ViewTender No
TN.No.14/2024-25/HDO Dt.03.09.2024Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
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Documents
BOQ Items
Road A
183.6
22630
123.26
Road B
1583.85
195225
123.26
Construction of Granular sub base -V 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
-
-
-
Road A
52.32
95848
1831.96
Road B
494.68
965001
1950.76
Construction of Granular sub base - III 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
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-
-
Road B
231.24
471667
2039.73
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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-
-
Road A
805.36
1717164
2132.17
Road B
728.12
1552475
2132.17
Providing and laying Prime Coat over WBM/WMM surface using 7Kg of Emulsion Bitumen(SS1)per10sqm 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
4781.5
388879
81.33
Road B
2912.45
236898
81.34
Providing and laying Tack Coat over WBM/WMM surface (treated with primer)using 2.50Kg of Bitumen Emulsion (RS1)per10sqm fo preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental chargesetc., complete as per Clause 503 of MORTH Rev-5
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-
-
Road A
4781.5
89461
18.71
Road B
2912.45
54491
18.71
Providing and laying Tack Coat over Existing BT surface using 2Kg of Bitumen Emulsion (RS1)per10sqm 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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-
-
Road B
3998.13
107829
26.97
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
-
-
-
Road A
112.35
2378
21.17
Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5 (Grade-II)
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-
-
Road A
244.7
2040367
8338.24
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. (Grade-I)
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-
-
Road B
173.44
1563882
9016.85
Providing, laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50- 13.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG40 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in Central Hot Mix Plant 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm using paver to the specified grades and cross sections and compacted by Vibratory/ Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire and fuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory rollers and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5 (Grade-II))
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-
-
Road B
229.91
2240008
9742.98
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 (Grade-II)
-
-
-
Road A
146.82
1548558
10547.33
Road B
276.42
2915492
10547.33
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 low berms( Lead 5km)
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-
-
Road A (Lead at km 5)
533.26
126905
237.98
Centre median
-
-
-
Vibrated Reinforced cement concrete of (M25 design mix) using 20mm & 12mm ISS HBG metal graded metal including cost and conveyance all materials to site and cost of formwork, uing softwater labour charges for mixing transproting and placing in position vibrating and compacting laying and curing concrete hire charges for tools and places including shoring, shutting, etc., complete as per clause 800 of MORTH specification (vth Revision), for centre median
-
-
-
Road B
38.35
427221
11140.06
Supply and fabrication of Fe 500 Steel required for all RCC items of works involved in the schedule including cost of steel and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including over lapping to the required length wherever necessary and providing to the reinforcement 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 directed by the Engineer as per MORTH No. 111, 112, 900, 1000
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-
-
Road B
2.7
258147
95610
Providing and fixing 110mm dia PVC seepage pipes of required length for abutments and wings including cost and conveyance of all materials to work site, cost and labour semi spherical backfill arrangements with 100mm size granite stone at the periphery and labour charges for fixing etc., complete to drain the backfill as per standard specification as per MORTH No.2706
-
-
-
Road B
110
22341
203.1
Providing and appling emulsion paint finish of approved make & shade in two or more coats over a coat of approved primer to given an even shade as per manufacture instruction oto the external platered surface and internal ceiling platered surfaces including propartion of surfaces, scafolding etc., all completed as per drawing and specification
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-
-
Road B
258.5
60463
233.9
BOX CULVERT
-
-
-
Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits including all labour, materials, tools, equipment, safe guards, incidental necessary to complete the work as directed by the Engineer for PCC as per MORTH No.111,112,202
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-
-
Road A
43.08
20945
486.2
Earthwork excavation in all classes of soil such as hard stiff clay, stiff black cotton soil, hard red earth, shales, muram, gravel, stone earth etc., depositing on bank with all leads and lifts as per SS 20 B and all other incidental charges complete as directed by the Engineer as per MORTH No. 111, 112, 304. for Foundation(Culvert)
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-
-
Road A
895.38
220729
246.52
Plain Cement Concrete M15 Mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement, centering, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants employed etc., complete as per relevant standard specifications as directed by the Engineer for Foundation as per MORTH No. 2100
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-
-
Road A
52.17
332687
6376.99
Vibrated Cement Concrete of grade M20 (nominal mix) using40mm HBG metal including cost and conveyance of all materials to site and 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 complete as per relevant standard specification for WING WALL as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2200
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-
-
Road A
265.78
2099781
7900.45
Vibrated Reinforced Cement Concrete M 25 mix using 20 mm and below metal including cost and conveyance of all materials to site excluding cost and fabrication charges of steel but including cost and conveyance of cement complying to the required standard specification including cost and labour charges for centering, labour charges for form work, mixing, laying, compacting, finishing & curing using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges etc complete for Box culvert and return wall and as per MoRTH Specification 1000, 1500, 1600, 1700, 2200. for Box Culvert
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-
-
Road A
174.76
2127073
12171.4
Supply and fabrication of Fe 500 Steel required for all RCC items of works involved in the schedule including cost of steel and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including over lapping to the required length wherever necessary and providing to the reinforcement 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 directed by the Engineer as per MORTH No. 111, 112, 900, 1000
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-
-
Road A
12.85
1228206
95610
Providing and fixing 110mm dia PVC seepage pipes of required length for abutments and wings including cost and conveyance of all materials to work site, cost and labour semi spherical backfill arrangements with 100mm size granite stone at the periphery and labour charges for fixing etc., complete to drain the backfill as per standard specification as per MORTH No.2706
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-
-
Road A
43.8
8895
203.1
Filling behind box culvert and wings with clean gritty gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc,complete as per MORTH No. 111,112, 305, 900
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-
-
Road A
18
9220
512.23
Providing and fixing G.I Drainage spouts of 100mm Dia as per GOI drawing No. SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spouts projecting atleast 300mm beyond bottom of deck slab including cost and conveyance of all materials to site and fixing them in position etc., complete.
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-
-
Road A
12
29977
2498.1
Diversion Road
-
-
-
Supply of NP3 class RCC pipe with flush joint to a size of 1000mm inner diameter with wall thickness 115mm. to a length of 2.5m in RCC M35 with reinforcement as per table 5 of IS :458:2003 to a ultimate load capacity of 71.58 KN/Linear meter including cost of conveyance of all materials and steel including moulding charges, all labour charge, hire charges for all T & P including conveyance and supply of pipe to worksite and other incidental charges etc., as per the specification IS : 458:2003 as per MORTH No. 111, 112, 2900, 900
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-
-
Road A
60
256608
4276.8
Hoisting and fixing of 1000 mm dia NP3 pipes to proper gradient including labour and all other incidental charges as directed by the Engineer as per MORTH No.2905
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-
-
Road A
60
15972
266.2
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 Diversion road. (Lead for Carted Earth: 5)
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-
-
Road A
933
222035
237.98
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 150mm 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
67.5
143921
2132.17
Construction of Granular sub base -v 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
-
-
-
Road A
112.5
206095
1831.96
Retaining wall
-
-
-
Earthwork excavation in all classes of soil except soft disintegrated rock and medium rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, 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 clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION
-
-
-
Road A
854.7
105350
123.26
Plain Cement Concrete M15 Mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement, centering, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants employed and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for LEVELLING COURSE as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2100
-
-
-
Road A
106.84
681317
6376.99
Cement Concrete M20 Mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement, centering, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants employed and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications as directed by the Engineer for below sill level as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2100
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-
-
Road A
426.45
3210456
7528.33
Cement Concrete M20 Mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement, centering, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants employed and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications as directed by the Engineer for Above sill level as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2100
-
-
-
Road A
451.84
4187531
9267.73
Providing and fixing 110mm dia PVC seepage pipes of required length for Abutments and wings including cost and conveyance of all materials to work site, cost and labour semi spherical backfill arrangements with 100mm size granite stone at the periphery and labour charges for fixing etc., complete to drain the backfill as per standard specification as per MORTH No.2706
-
-
-
Road A
262.37
53287
203.1
Earth work excavation in all classes of soils except hard rock requiring blasting andd epositing 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 Retaaining wall filling.
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-
-
Road A
714.06
19008
26.62
Calculation of SubTotal, GST and Total Amount carried out by system automatically
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Basic cost of value put to tender as per estimate
1
-
32314792
Add GST at 18%
1
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5816663
Total Value put to Tender
1
-
38131455
Difference in Value
1
-
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Bidder quoted value
1
-
-
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
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32314792
-
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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