Highways Department Tender

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Highways Department Tender

Works
Civil And Construction
Eprocure
Opening Date17 Sep 2024
Closing Date23 Sep 2024
Tender Amount₹ 7,47,10,000 
Notes
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Costs

Summary

Mdu No 037 Tn No 10 2024 25 Hdo Dated 21 08 2024

Description

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BOQ Items

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DO_NOT_SHOW

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ROAD A

1488.14

3938198

2646.39

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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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-

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ROAD A

1102.35

3020273

2739.85

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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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-

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ROAD A

2755.85

7710592

2797.9

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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 per Clause 502 of MORTH Rev-5

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-

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ROAD A

11023.34

902811

81.9

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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 Clause 502 of MORTH Rev-5

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-

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ROAD A

11023.34

208561

18.92

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Providing and laying Tack Coat over Existing BT surface using 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

34656.01

940564

27.14

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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 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 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.

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ROAD A

990.62

9901930

9995.69

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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

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ROAD A

1733.63

16020613

9241.08

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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

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ROAD A

1370.37

15831062

11552.4

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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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-

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ROAD A

1563

41638

26.64

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Dismantling of existing Brick work in cement mortor including T & P and scaffolding whenever necessary, sorting the dismantled material disposal of unserviceable material and stacking carefully the serviceable materials for all leads & lifts, as per standard specification.

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-

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Box Cuvert Km 23/6

12.67

3587

283.14

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Box Cuvert Km 24/2

12.67

3587

283.14

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Box Cuvert Km 25/2

12.67

3587

283.14

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Earth work Excavation in all classes of soils except hard rock not 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, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, backfilling,and clearing the site and disposal of all surplus materials etc.complete as per standard specification for Foundation of Abutmentsand Piers.

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-

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Box Cuvert Km 23/6

113.7

28029

246.52

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Box Cuvert Km 24/2

113.7

28029

246.52

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Box Cuvert Km 25/2

113.7

28029

246.52

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Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW Box Culvert and Wing wall.

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-

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Box Cuvert Km 23/6

11.22

77739

6928.64

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Box Cuvert Km 24/2

11.22

77636

6919.43

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Box Cuvert Km 25/2

11.22

77532

6910.22

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Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges for laying, compacting, curing all incidental charges etc., complete for Wing wall and Parapet.

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-

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Box Cuvert Km 23/6

55.62

491384

8834.68

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Box Cuvert Km 24/2

55.62

490873

8825.48

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Box Cuvert Km 25/2

55.62

490360

8816.27

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Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm ISShard broken granite metal 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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-

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Box Cuvert Km 23/6

28.87

399157

13826.02

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Box Cuvert Km 24/2

28.87

398891

13816.81

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Box Cuvert Km 25/2

28.87

398625

13807.61

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Vibrated cement concrete M30 Grade (Design mix) using 25mm, 12mm and 6mm IRC size hard broken granite metal including cost and conveyance of all materials to site 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 other incidental charges etc.,complete for WEARING COAT 75mm UNIFORM THICKNESS OVER DECK SLAB AND OVER APPROACH SLAB.

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Box Cuvert Km 23/6

22.2

16218

730.58

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Box Cuvert Km 24/2

22.2

16203

729.89

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Box Cuvert Km 25/2

22.2

16188

729.2

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Supply and fabrication of STEEL grade Fe500 with suitable anticorrsive measure required for all the reinforced cement concrete items of work involved in the shedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete.

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-

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Box Cuvert Km 23/6

2.25

214642

95609.27

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Box Cuvert Km 24/2

2.25

214642

95609.27

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Box Cuvert Km 25/2

2.25

214642

95609.27

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Refilling Excavated Earth work including removal and satisfactory disposal of all materials necessary for the construction of the road way and side drains in accordance with the specifications and the lines grades and cross sections shown in the drawings or as indicated by the engineer including Power Roller rolling all labour charges etc complete as per standard specification No.111,112,202,301,302,303,900

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-

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Box Cuvert Km 23/6

3.23

138

42.85

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Box Cuvert Km 24/2

3.23

138

42.85

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Box Cuvert Km 25/2

3.23

138

42.85

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Excavation for Roadway and drainage Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification. Formation of embankment using carted earth with a lead of 2 km. having CBR value of more than 8 (DIVERSION ROAD )

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-

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Box Cuvert Km 23/6

195

28633

146.84

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Box Cuvert Km 24/2

195

28633

146.84

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Box Cuvert Km 25/2

195

28633

146.84

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Providing and laying of Gravel including cost and conveyance of the same to work site including stacking the same to departemental gauge for premeasurement including all labour charges for laying, spreading etc., complete and as directed by the departmental engineers for making For diversion road

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-

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Box Cuvert Km 23/6

49.5

34435

695.67

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Box Cuvert Km 24/2

49.5

33938

685.62

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Box Cuvert Km 25/2

49.5

33440

675.56

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Filling with Quary dust below the raft including cost and conveyance of sand to work site including labour charges for filling, laying, compacting by manual labour under optimum moisture content to get the mazimum density flooding with water as layers of built-up to the bottom level inclusive all other incidental charges such as baling out water, forming protective bunds, cofferdams etc., complete.

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-

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Box Cuvert Km 23/6

10.5

7362

701.18

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Box Cuvert Km 24/2

10.5

7313

696.49

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Box Cuvert Km 25/2

10.5

7263

691.8

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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

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63312618

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Add GST at 18%

1

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11396271

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Total Value put to Tender

1

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74708889

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Excess/Less Percentage

1

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-

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Final Value

1

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-

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Add GST at 18% of Final 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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63312618

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

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