Highways Department Tender

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Highways Department Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date6 Dec 2024
Closing Date16 Dec 2024
Tender Amount₹ 2,09,10,000 
Notes
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Costs

Summary

Try 39 Tiruchirappalli Subdivision

Description

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BOQ Items

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DO_NOT_SHOW

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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. For box cutting for widening portion

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-

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Road-A

2280.04

123

281037.73

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Road-B

675

123

83200.5

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Granular Sub-Base with Close Graded Material (Table:- 400-1) 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

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-

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Road-A

728.76

2394

1744666.02

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Road-B

204.75

2314

473959.4

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Granular Sub-Base with Close Graded Material (Table:- 400-1) 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-III Material

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-

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Road-A

347.02

2483

861987.27

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Road-B

105

2404

252500.85

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WET MIX MACADAM Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam of required thickness 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

867.56

2277

1975911.28

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Road-B

307.5

2277

700346.63

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Prime Coat Over WMM Surface Providing and laying Prime Coat over WMM surface using Pressure Distributor at the rate of 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 502 of MORTH Rev-5

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-

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Road-A

3470.2

81

282786.6

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Road-B

1350

81

109998

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Tack Coat Over Primed Surface Providing and laying Tack Coat over WMM surface (treated with primer) using Pressure Distributor at the rate of 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

3470.2

18

65135.65

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Road-B

1350

18

25326

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Tack Coat Over Existing BT Surface Providing and laying Tack Coat over Existing BT surface using Pressure Distributor at the rate of 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 per Clause 503 of MORTH Rev-5

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-

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Road-A

7710.12

27

208250.34

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Road-B

1950

27

52669.5

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BM (Grade-I) 80mm Thick Using VG30 Bitumen Providing, laying 80mm consolidated thick Bituminous Macadam using 0.64cum of 37.5 - 13.20mm, 0.44cum of 13.2 - 2.36mm and 0.13cum of 2.36mm and below size IRC metal with 62 Kgs of VG30 Grade bitumen for premixing per 10sqm of 80 mm thick including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature in central hot mix plant 20-30t capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 80mm 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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Road-A

277.62

8498

2359214.76

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Road-B

84

8498

713832

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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 37 Kgs of VG30 Grade bitumen for premixing per 10sqm of 50 mm 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 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-B

15

8544

128166.6

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BC 40mm Thick (Grade-II) Using VG30 Bitumen Providing and laying Bituminous Concrete to 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 10 sqm of 40 mm 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 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

446.8

10784

4818425.24

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Road-B

132

10784

1423527.6

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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.

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Road-A

388.08

26

10346.21

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Road-B

110

26

2932.6

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Reconstruction of 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 masonary/ stone masonary in cement mortar

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Road- A

21.68

283

6138.48

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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 Culvert foundation

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-

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Road- A

101.94

289

29498.38

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Cement Concrete of grade M15 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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Road- A

7.57

6501

49219.23

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Supply and fabrication of Steel (HYSD) 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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-

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Road- A

2.29

95609

218849.62

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Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm & 12mm ISShard broken granite metal using with M sand including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Box culvert.

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Road- A

32.19

12564

404466.71

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Vibrated reinforced cement concrete M30 (Design mix) using 25mm, 12mm and 6mm ISS sized hard granite metal using with M sand including cost and conveyance of all materials to site excluding cost of reinforcement but including cost of premoulded expansion joints and fixing the same in position including cost and labour charges for formwork, labour charges for laying compacting curing, including all incidental charges etc., complete for - MORTH Vth Rev., 1000, 1500, 1700, 2702, 2704 & 900 WEARING COAT 75MM uniform thickness

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Road- A

19.11

698

13349.86

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Vibrated Cement Concrete M 20 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 culvert wing wall and Parapet

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Road- A

36.45

8844

322374.37

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Stone Dust Filling in between the box culvert and wing wall including cost and conveyance to site including labour charges for filling in layers, watering tamping under optimum moisture content to get the maximum density all incidental charges etc., complete. MORTH Vth Rev.

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-

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Road- A

11.16

478

5342.52

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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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-

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Road- A

7.5

4276

32076

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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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Collection and supply of Carted earth including cost and conveyance with an average lead 5 km to worksite and stacking them on road side for taking premeasurements and spreading the same in the low berms as directed by the Engineer with initial lift including all labour charges and and compacting with rolling including all tools and plants and all other incidental charges etc., complete for in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 408 & 900 - for diversion road

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-

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Road- A

155.47

238

37004.97

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Wet Mix Macadam (Table 400-13) (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam of required thickness specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory soil compactor to achieve the desired density, Complete as per clause 406) .as per MORT&H Rev.-V specifications No.111. 112. 406. 900.for diversion road

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-

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Road- A

7.5

2277

17081.63

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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

17713803

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Add GST at 18%

1

3188485

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Total Value put to Tender

1

20902288

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Quoted Percentage

1

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-

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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

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-

17713803

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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )

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Quoted Rate in Words

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