Highways Department Tender

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Highways Department Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date11 Sep 2024
Closing Date7 Oct 2024
Tender Amount₹ 5,49,60,000 
Notes
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Costs

Summary

Tn No 10 2024 25 Hdo Dt 29 08 2024 Tvm 43

Description

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BOQ Items

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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

240.27

407125

1694.45

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Road C (524.15 + 99.00)

623.15

1064122

1707.65

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Road F

36.75

60815

1654.85

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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 tosite, laying in uniform layers using pavers in SubBase/ 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

400.44

835113

2085.49

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Road C

873.57

1821821

2085.49

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Road F (Culvert)

8.75

18248

2085.49

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Providing and laying Prime Coat over WBM / WMM surface using 7Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals formachinery, 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

1601.77

130480

81.46

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Road C

3494.27

284643

81.46

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Road F (Culvert)

70

5702

81.47

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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 perClause 503 of MORTH Rev-5

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-

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Road A

1601.77

30049

18.76

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Road C

3494.27

65552

18.76

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Road F (Culvert)

70

1313

18.77

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Providing and laying Tack Coat over Existing BT surface using 2Kg 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

3771.12

101857

27.01

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Road B

5263.13

142157

27.01

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Road C

7523.09

203198

27.01

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Road D

12778.13

345137

27.01

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Road E

13340

360446

27.02

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Road F

10203.12

275586

27.01

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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

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-

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Road A

8.23

174

21.23

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Road C

65.12

1382

21.23

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Road F (Culvert)

26.88

570

21.23

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Providing and Laying 50 mm thick Bituminous Macadam using course aggregate and VG30 bitumen which shall consist of construction in a single course base/binder course confirming to the specficationon a previously prepared base, (using Mini Hot Mix Plant and Power Roller) including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 504 MORTH Rev-5 (For Patch Works)

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-

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Road F

27.19

214351

7883.46

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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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-

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Road A

248.9

2074681

8335.4

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Road B

60.94

507959

8335.4

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Road C

550.88

4591805

8335.4

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Road D

121

1008583

8335.4

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Road E

151.28

1260979

8335.4

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Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20 cum of 26.50-13.20mm, 0.43cum of 13.20 -2.36 mm and 0.08 cum of 2.36 mm & below size IRC metal with 37 Kgs of VG40 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing the min required temperature using Central hot mix plant 20-30 ton 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 by8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30 t 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 F

513.66

4368575

8504.8

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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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-

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Road A

161.43

1704875

10561.08

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Road B

157.89

1667488

10561.08

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Road C

333.78

3525077

10561.08

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Road D

383.34

4048484

10561.08

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Road E

400.21

4226649

10561.08

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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 VG40 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 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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-

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Road F

309

3352319

10848.93

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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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Road A

158

4205

26.62

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Road C

397.63

10584

26.62

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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 using Carted Earth with an average lead of 1 km.

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-

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Road B (For Berms)

269

49302

183.28

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Road C (For Diversion Road)

1034.88

189672

183.28

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Road D (For Berms)

642

117665

183.28

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Road E (For Berms)

450

82476

183.28

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Road F (264.00 + 254.18)

518.18

94972

183.28

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Supply of NP 3 class RCC 1000 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458 / 2003 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. MORTH No. 2900, 900.

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-

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Road C

30

128304

4276.8

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Road F

10

42768

4276.8

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Hoisting and fixing of 1000 mm dia pipes proper gradient including all labour charges and all other incidental charges etc., complete. MORTH No. 2904, 2905, 2906.

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-

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Road C

30

7986

266.2

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Road F

10

2662

266.2

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Dismantling the Brick Masonry in cement mortar walls, clearing away and carefully stacking materials useful for reuse for any thickness of walls etc., complete. For Existing Culvert(SOR Item no W-0015)

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-

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Road C

56.78

16076

283.14

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Road F

17.39

4923

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 Culverts.

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-

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Road C

591.97

171298

289.37

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Road F

239

69159

289.37

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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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Road C

35.46

208150

5870.01

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Road F

14.21

82827

5828.8

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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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Road C

172.56

2042352

11835.61

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Road F

85.96

928954

10806.82

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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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Road C

157.99

1315770

8328.19

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Road F

32.15

276705

8606.69

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Supply and fabrication of STEEL grade Fe500 D 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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Road C

12.05

1152282

95609.27

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Road F

5.58

533117

95609.27

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Vibrated Reinforced cement concrete of grade M40 (Design mix) using 20mm and below ISS hard 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 Inner Crash Barrier.

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-

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Road C

2.6

46015

17698.22

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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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46571475

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Add GST at 18%

1

-

8382866

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Total Value put to Tender

1

-

54954341

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Quoted value

1

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-

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Final 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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46571475

-

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

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