Highways Department Tender

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Highways Department Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date14 Sep 2024
Closing Date1 Oct 2024
Tender Amount₹ 3,08,20,000 
Notes
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Costs

Summary

Try 45 Trichy H C And M Sub Division

Description

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BOQ Items

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DO_NOT_SHOW

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View all details for FREE
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Road-B

194

4450

22.94

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Road-C

194.38

4459

22.94

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Road-H

119

2598

21.84

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Road-I

97.5

2236

22.94

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Road-J

103

2362

22.94

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WET MIX MACADAM Providing, laying, spreading and compacting graded stOne aggregates for Wet Mix Macadam, 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

24.3

55450

2281.91

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Road-B

58.2

132807

2281.91

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Road-C

58.32

133080

2281.91

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Road-H

35.7

81308

2277.55

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Road-I

29.25

66745

2281.91

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Road-J

30.9

70511

2281.91

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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

243

20309

83.58

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Road-B

582

48643

83.58

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Road-C

583.15

48739

83.58

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Road-H

357

29084

81.47

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Road-I

292.5

24447

83.58

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Road-J

309

25826

83.58

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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

243

4604

18.95

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Road-B

582

11028

18.95

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Road-C

583.15

11050

18.95

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Road-H

357

6697

18.76

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Road-I

292.5

5542

18.95

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Road-J

309

5855

18.95

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Charges for cutting the B.T Surface to 5 to 7 cm depth using milling machine, conveying the Milled waste material to atleast for 20 km distance including hire and running charges for the machine, conveyance charges, unloading at unobjectionable place, cleaning the milled surface as to avoid slippery including all other incidental and unforseen item, etc. complete as per the direction of the departmental officers.

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-

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Road-A

2501.95

238585

95.36

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Road-B

4626.28

441162

95.36

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Road-C

4796

457346

95.36

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Road-D

1685.25

160705

95.36

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Road-E

4900

467264

95.36

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Road-F

4830

460588

95.36

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Road-G

5569

531059

95.36

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Road-I

5373.65

512431

95.36

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Road-J

4347.1

414539

95.36

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Providing and applying tack coat over Existing Hungry BT surface with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 3.00 kg per 10 sqm on the prepared surface cleaned with mechanical broom as per clause 503 and in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 501, 503 & 900

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-

-

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Road-A

2501.95

81738

32.67

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Road-B

4626.28

151140

32.67

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Road-C

4796

156685

32.67

... More
Road-D

1685.25

55057

32.67

... More
Road-E

4900

160083

32.67

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Road-F

4830

157796

32.67

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Road-G

5569

181939

32.67

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Road-I

5373.65

175557

32.67

... More
Road-J

4347.1

142019

32.67

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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-C

231

6407

27.74

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Road-E

192.5

5339

27.74

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Road-F

180.5

5007

27.74

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Road-G

63

1747

27.74

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Road-H

6419

173377

27.01

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Providing and laying 50mm thick Bituminous Macadam using course aggregate and VG30 Bitumen which shall consist of construcion in a single course base/binder course confirming to the specifiction on a previously prepared base(using Mini hot mix plant and power roller) including cost of material, labour charges , rental for machinery, fuel and all other incidental charges etc., complete as per clause 504 MORTH revision V (Mix in place method) for Patch works. as per MORTH Vth Rev., 111, 112, 501, 504, 900

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-

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Road-H

4

33529

8382.32

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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 50 mm thickness 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

26.06

223779

8587.1

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Road-B

64.14

550776

8587.1

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Road-C

66.79

573532

8587.1

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Road-D

8.68

74536

8587.1

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Road-E

54.95

471861

8587.1

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Road-F

59.85

513937

8587.1

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Road-G

69.3

595086

8587.1

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Road-H

47.25

403724

8544.44

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Road-I

33.08

284061

8587.1

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BM (Grade-II) 50mm Thick Using VG40 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 VG40 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 50 mm thickness 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-J

30.87

270072

8748.72

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BC 30mm 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 10sqm 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 30 mm 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

82.36

892587

10837.63

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Road-B

156.74

1698690

10837.63

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Road-C

168.3

1823973

10837.63

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Road-D

50.56

547950

10837.63

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Road-E

152.78

1655773

10837.63

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Road-F

150.33

1629220

10837.63

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Road-G

168.97

1831234

10837.63

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Road-H

203.28

2192232

10784.3

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Road-I

170.04

1842830

10837.63

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BC 40mm Thick (Grade-II) Using VG40 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 VG40 bitumen for premixing per 10sqm 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 Roller 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-J

186.24

2069545

11112.25

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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

-

26116218

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Add GST at 18%

1

-

4700919

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Total Value put to Tender

1

-

30817137

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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

-

26116218

-

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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

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