Highways Department Tender

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Highways Department Tender

Works
Civil And Construction
Eprocure
Opening Date3 Oct 2024
Closing Soon28 Oct 2024
Tender Amount₹ 5,65,71,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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ROAD A

2070

255148

123.26

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ROAD B

2593.77

319708

123.26

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ROAD C

2732.22

336773

123.26

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Granular Sub-Base with Close Graded Material 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 (Filter/ Separation Layer at Bottom)

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-

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ROAD A

612.5

1014808

1656.83

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ROAD B

697.35

1155390

1656.83

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ROAD C

702

1163094

1656.83

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Granular Sub-Base with Close Graded Material 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 (Drainage Layer at Top)

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-

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ROAD A

350

610956

1745.59

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ROAD B

464.87

811472

1745.59

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ROAD C

360

628412

1745.59

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WET MIX MACADAM 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

875

1839136

2101.87

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ROAD B

1162.22

2442835

2101.87

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ROAD C

900

1891683

2101.87

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ROAD E

92.82

195095

2101.87

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Prime Coat Over WBM/ WMM Surface 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 perClause 502 of MORTH Rev-5

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-

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ROAD A

3500

284200

81.2

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ROAD B

4648.85

377440

81.19

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ROAD C

3600

292284

81.19

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ROAD E

618.75

50248

81.21

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Tack Coat Over Primed Surface 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 perClause 503 of MORTH Rev-5

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-

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ROAD A

3500

65275

18.65

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ROAD B

4648.85

86654

18.64

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ROAD C

3600

67140

18.65

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ROAD E

618.75

11539

18.65

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Tack Coat Over Existing BT Surface 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

7500

201900

26.92

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ROAD B

9608.25

258654

26.92

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ROAD C

8400

226128

26.92

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ROAD D

5250

141277

26.91

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ROAD E

11381.25

306383

26.92

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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 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

175

1465422

8373.84

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ROAD B

281.2

2354723

8373.84

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ROAD D

64

535925

8373.84

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ROAD E

149.64

1253061

8373.84

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DBM (Grade-I) 75mm Thick Using VG30 Bitumen 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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-

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ROAD C

324

2945182

9090.07

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BC 30/40mm Thick (Grade-II) Using VG30 Bitumen 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

330

3524317

10679.75

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ROAD B

427.71

4567835

10679.75

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ROAD C

480

5126280

10679.75

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ROAD D

157.5

1682060

10679.75

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ROAD E

360

3844710

10679.75

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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

400

10660

26.65

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ROAD B

518.44

13816

26.65

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ROAD C

540

14391

26.65

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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, 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 of low berms with conveyance

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-

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ROAD D

280

47496

169.63

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ROAD E

1440

244267

169.63

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Dismantling of Existing RR masonry including T&P and scaffolding wherever necessary, sorting the dismantled materials, disposal of unserviceable material and stacking carefully the serviceable materials with all lead and lift without causing any detrimental effects taking all necessary safety precautions and traffic damaged pipe culvert and Box culvert

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ROAD B Box culvert 1/10

5.05

1429

283.14

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ROAD B Box culvert 2/2

5.05

1429

283.14

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ROAD B Box culvert 3/6

5.05

1429

283.14

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Dismantling the existing structure and cleaning away carefully the site and stacking useful materials for reuse for any thickness (CC wall).

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-

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ROAD C Pipe culvert 12/10

9.56

4648

486.2

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ROAD C Pipe culvert 13/4,13/8

18.31

8902

486.2

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Earthwork excavation in all classes of soils except hard rock requring blasting depositing on bank with all leads and lifts as per SS 20B including cost of all labour,materials, tools, equipments and all incidential charges such as bailing out water providing and maintaining necessary conferdams, 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 cleaning the site and disposal of all surplus materials etc complete as per relevant standard specifiation FOUNDATION OF BOX CULVERT AND RETURN WALL.

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ROAD B Box culvert 1/10

75.7

9330

123.26

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ROAD B Box culvert 2/2

75.7

9330

123.26

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ROAD B Box culvert 3/6

110.4

13607

123.26

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ROAD C Pipe culvert 12/10

23.45

2890

123.26

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ROAD C Pipe culvert 13/4,13/8

46.9

5780

123.26

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Vibrated Cement Concrete M15 grade (Nominal Mix 1:2:4) using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixing transporting laying and curing concrete working at heights,hire charges for all tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for LEVELLING COURSE OF BOX CULVERT

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-

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ROAD B Box culvert 1/10

5.24

32137

6133.07

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ROAD B Box culvert 2/2

5.24

32220

6148.99

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ROAD B Box culvert 3/6

6.95

42830

6162.59

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Vibrated Reinforced Cement Concrete M25 Grade using 20mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for BOTTOM SLAB OF BOX CULVERT.

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-

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ROAD B Box culvert 1/10

12.31

115777

9405.17

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ROAD B Box culvert 2/2

12.31

115973

9421.09

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ROAD B Box culvert 3/6

16.42

154095

9384.63

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Vibrated Reinforced Cement Concrete M25 Grade using 20mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for BODY WALL OF BOX CULVERT.

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-

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ROAD B Box culvert 1/10

8.5

135802

15976.71

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ROAD B Box culvert 2/2

8.5

135937

15992.63

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ROAD B Box culvert 3/6

11.34

180799

15943.53

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Vibrated Reinforced Cement Concrete M25 Grade using 20mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for TOP SLAB OF BOX CULVERT.

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-

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ROAD B Box culvert 1/10

9.48

108509

11446.12

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ROAD B Box culvert 2/2

9.48

108660

11462.04

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ROAD B Box culvert 3/6

13.26

150335

11337.49

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Supply and fabrication of steel Grade Fe-500 / required for all RCC items of works involved in the schedule including cost of steel cost of fabrication labour charges for cleaning the bars straightening cutting bending tying grills hoisting 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.

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-

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ROAD B Box culvert 1/10

1.93

184525

95609.27

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ROAD B Box culvert 2/2

1.93

184525

95609.27

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ROAD B Box culvert 3/6

2.55

244090

95609.27

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Vibrated Cement Concrete M20 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for Parapet.

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-

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ROAD B Box culvert 1/10

1.17

12720

10872.21

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ROAD B Box culvert 2/2

1.17

12739

10888.13

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ROAD B Box culvert 3/6

1.17

12755

10901.73

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Vibrated Cement Concrete of grade M20 Nominal Mix, using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of 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 maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF RETURN WALL.

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-

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ROAD B Box culvert 1/10

30.1

184605

6133.07

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ROAD B Box culvert 2/2

30.1

185084

6148.99

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ROAD B Box culvert 3/6

46.22

284834

6162.59

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Vibrated Cement Concrete of grade M20 Nominal Mix, using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of 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 maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for STEM OF RETURN WALL.-Below sill

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-

-

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ROAD B Box culvert 1/10

11.5

89871

7814.94

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ROAD B Box culvert 2/2

11.5

90054

7830.86

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ROAD B Box culvert 3/6

17.25

134669

7806.91

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Vibrated Cement Concrete of grade M20 Nominal Mix, using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of 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 maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for STEM OF RETURN WALL - Above sill

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-

-

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ROAD B Box culvert 1/10

32.14

297845

9267.12

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ROAD B Box culvert 2/2

32.14

298356

9283.04

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ROAD B Box culvert 3/6

48.21

446251

9256.41

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Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for Carted Eath with a lead of 5 km for formation of Diversion Road for 95% compacion.

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-

-

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ROAD B Box culvert 1/10

516.02

107259

207.86

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ROAD B Box culvert 2/2

516.02

107259

207.86

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ROAD B Box culvert 3/6

516.02

107259

207.86

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Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for Carted Eath with a lead of 5 km for formation of Diversion Road for 97% compacion and for approch road both side of Culvert

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-

-

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ROAD B Box culvert 1/10

73.75

15403

208.86

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ROAD B Box culvert 2/2

73.75

15403

208.86

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ROAD B Box culvert 3/6

73.75

15403

208.86

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Supply and Hoisting of NP 3 class RCC 1000 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458 / 1989 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmental officers etc., complete.

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-

-

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ROAD B Box culvert 1/10

12.5

56787

4543

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ROAD B Box culvert 2/2

12.5

56787

4543

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ROAD B Box culvert 3/6

12.5

56787

4543

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Providing and laying Gravel soling for specified thick with clean good gritty gravel over the well prepared sub grade from the approved quarry including cost and conveyance of material, laying in accordance with the requirements and specification. The materials shall be laid in one or more layers as sub-base according to the line and grade and cross action shown in the drawing or as directed by the Engineers for DIVERSION ROAD

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-

-

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ROAD B Box culvert 1/10

82.5

22880

277.34

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ROAD B Box culvert 2/2

82.5

22880

277.34

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ROAD B Box culvert 3/6

82.5

21907

265.55

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Plain Cement Concrete 1:2:4 Nominal Mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site but excluding cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing and compacting concrete, working at heights, hire charges for Tools and Plants and incidental Charges etc., complete as per standard specifications for FOUNDATION

-

-

-

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ROAD C Pipe culvert 12/10

3.51

21562

6148.32

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ROAD C Pipe culvert 13/4,13/8

7.01

42988

6132.4

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Vibrated Cement Concrete 1:2:4 Nominal Mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site but excluding cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing and compacting concrete, working at heights, hire charges for Tools and Plants and incidental Charges etc., complete as per standard specifications for Body wall (Below sill level).

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-

-

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ROAD C Pipe culvert 12/10

14.35

95377

6646.5

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ROAD C Pipe culvert 13/4,13/8

28.69

190231

6630.58

... More
Vibrated Cement Concrete 1:2:4 Nominal Mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site but excluding cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing and compacting concrete, working at heights, hire charges for Tools and Plants and incidental Charges etc., complete as per standard specifications for Body wall (Above sill level).

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-

-

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ROAD C Pipe culvert 12/10

11.51

72530

6301.51

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ROAD C Pipe culvert 13/4,13/8

23.03

144852

6289.72

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Laying jointing and fixing of in position RCC Home pipes NP4 class 900mm dia with suitable collars with cement 1:2 excluding cost and conveyance of pipe and collars which will be supplied by the contractor at site, including all labour for laying and cost of joints for the work of reconstruction of culverts.

-

-

-

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ROAD C Pipe culvert 12/10

5

20262

4052.4

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ROAD C Pipe culvert 13/4,13/8

10

40524

4052.4

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Filling in between bodywall with quarry dust including cost and conveyance to site including labour charges for filling layers watering ,tamping under obtinum moisture content to get maximam density and all incidental charges etc,complete.

-

-

-

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ROAD C Pipe culvert 12/10

5.4

1401

259.54

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ROAD C Pipe culvert 13/4,13/8

10.79

2673

247.75

... 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

-

47941509

... More
Add GST at 18%

1

-

8629472

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Total Value put to Tender

1

-

56570981

... More
Negotiated Percentage

1

-

-

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Final Negotiated Value

1

-

-

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Add GST at 18% of Final Negotiated 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

-

47941509

-

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

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-

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