Highways Department Tender

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Highways Department Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date2 Sep 2024
Closing Date23 Sep 2024
Tender Amount₹ 2,82,40,000 
Notes
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Costs

Summary

Mdu No 053 Tn No 13 2024 25 Hdo Dated 24 08 2024

Description

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BOQ Items

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DO_NOT_SHOW

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ROAD A

1551.12

191191

123.26

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Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method 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 power roller to achieve the desired density, complete as per clause 401 of MORTH Specification no.111, 112, 401,900 - for grading- V Material

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-

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ROAD A

406.93

762761

1874.43

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Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method 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 power roller to achieve the desired density, complete as per clause 401 of MORTH Specification no.111, 112, 401,900 - for grading- III Material

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ROAD A

239.37

470005

1963.51

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Picking the existing BT surface upto 50mm depth as directed by the departmental officers and levelling the surface including all labour charges for pickig and all other tools and plants employed of the work and including all other incidental charges etc., complete as per standard specifications..

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ROAD B

147.5

3221

21.84

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ROAD C

156.25

3412

21.84

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Advance B.T. Patches with bituminous premix chips upto 50mm thick using standard 45mm IRC size HBG metal cum of metal premix with 44Kgs of 80/100 grade bitumen per cum of metal in accordance with the requirement of the specifications to serve as base course and in conformity with the drawing or as directed by the Engineer. 111,112,501,900,3004

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-

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ROAD B

51.37

187682

3653.54

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ROAD C

44.25

162233

3666.29

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Wet Mix Macadam (Table 400-13) 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 roller 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 Specification no.111,112,406,900

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ROAD A

598.43

1222789

2043.33

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ROAD B

72

147119

2043.33

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ROAD C

70.31

148860

2117.2

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Prime coat 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 Specification no. 111, 112, 501,502,900- over WMM

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ROAD A

2393.7

195948

81.86

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ROAD B

442.5

36223

81.86

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ROAD C

468.75

38362

81.84

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Tack coat - 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 Specification no.111,112,501, 503,900

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-

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ROAD A

2393.7

45264

18.91

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ROAD B

442.5

8363

18.9

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ROAD C

468.75

8859

18.9

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Tack coat - 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 Specification no.111,112,501, 503,900

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ROAD A

8776.9

238117

27.13

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ROAD B

11967.5

324678

27.13

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ROAD C

9288.9

251914

27.12

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Bituminous Macadam :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 37Kgs 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 Specification no.111,112,501,503,900 - Grading II

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ROAD A

167.56

1430416

8536.74

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ROAD B

69.38

592279

8536.74

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ROAD C

117.19

994900

8489.64

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Dense Bituminous Mecadam Providing and Laying Dense Bituminous Macadam with 100-120 HP hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder by weight of total mix and filler, trnsporting the hot mix to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled with smooth wheeled, vibratory and tandom rollers to acheieve the desired compaction as per clause 505 of MORT & H specifications complete in all respects. Grading II

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ROAD A

438.85

4392756

10009.7

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Bituminous Concrete (Table 500-17) 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 Specification no. 111, 112, 507, 900 complete in all respects - Grading II

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ROAD A

335.12

3637385

10853.98

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ROAD B

372.3

4040936

10853.98

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ROAD C

292.73

3160863

10797.88

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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 (Earth work compaction only)

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ROAD A

666

17742

26.64

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Excavation 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 including compaction by power roller rolling as per MORTH Specification no.111, 112, 301, 305, 900 for Carted Earth with an average lead of 2 km for Making up the berms.

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-

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ROAD B

1318.5

306287

232.3

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Excavation 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 including compaction by power roller rolling as per MORTH Specification no.111, 112, 301, 305, 900 for Carted Earth with an average lead of 1 km for Making up the berms.

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ROAD C

741

135825

183.3

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Dismantling Dismantling the existing RR masonry with cement mortor / PCC / RCC / Cut Stone Slab salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc,as per MORTH Specification no.111,112,202

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(ROAD A) Widening Slab Culvert at km2/2,2/4

9.38

4560

486.2

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Earthwork excavation in all classes of soils except soft desintegrated rocknot 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 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 111,112,304 for Dressing the bed up to Sill Level

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-

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(ROAD A) Widening Slab Culvert at km2/2,2/4

25

3081

123.26

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Earthwork excavation in all classes of soils except soft desintegrated rock not requiring blasting in all classes of soils 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 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 111,112,304 for Foundation of Abutments Piers and Wings

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-

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(ROAD A) Widening Slab Culvert at km2/2,2/4

36.78

14233

387

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Plain Cement Concrete M15 using 40mm ISS size HBG graded metal crushed stone including cost and conveyance of all materials to site including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing, including all incidental charges etc., complete as per MORTH Specification no.111, 112, 1000, 1500, 1700, 2200, 900 for LEVELLING COURSE .UNDER FOOTING as per 2100 of MORT&H Specficaton (Fifth Revision-2013)

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-

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(ROAD A) Widening Slab Culvert at km2/2,2/4

8.78

53716

6118

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Vibrated Cement Concrete M20 using 20mm ISS size HBG graded metal crushed stone including cost and conveyance of all materials to site but excluding cost and fabrication for steel but including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing, including all incidental charges etc., complete as per MORTH Specification no.111,112,1000, 1500, 1700,2200,900 FOR BELOW SILL

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-

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(ROAD A) Widening Slab Culvert at km2/2,2/4

22.52

156221

6937

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Vibrated Cement Concrete M20 using 20mm ISS size HBG graded metal crushed stone including cost and conveyance of all materials to site but excluding cost and fabrication for steel but including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing, including all incidental charges etc., complete as per MORTH Specification no.111,112,1000, 1500, 1700,2200,900 FOR ABOVE SILL

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-

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(ROAD A) Widening Slab Culvert at km2/2,2/4

21.22

202863

9560

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Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20 mm ISS graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including soft water, 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 BED BLOCK CUM DIRT WALL & PEDESTALS OVER ABUTMENTS

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-

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(ROAD A) Widening Slab Culvert at km2/2,2/4

1.82

25534

14030

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Providing and fixing 100 mm dia PVC SEEPAGE PIPES of required length for abument and wing.Retaining wall including cost and conveyance of all materials to work site, cost and labour for semi - spherical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the backfill as per standard specification as per MORTH Specification no. 2700, 900 for drain to back fill.

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-

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(ROAD A) Widening Slab Culvert at km2/2,2/4

18.72

3603

192.5

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Vibrated Reinforced Cement Concrete of grade M25 Design Mix using 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 including all other incidental charges etc; complete as per relevant standard specifications, for DECK SLAB and Safety Kerb. as per Section 1500,1700 & 2300 of MORT&H Specficaton (Fifth Revision-2013)

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-

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(ROAD A) Widening Slab Culvert at km2/2,2/4

5.9

70440

11939

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Supply and fabrication of Fe-500 steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening,cutting,bending,tying grills, including over laping to the required length wherever necessary and providing to the reinforcement 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 Section 2706 of MORT&H Specficaton (Fifth Revision-2013)

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(ROAD A) Widening Slab Culvert at km2/2,2/4

0.4

38243

95609.27

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Providing and fixing Kraft Paper for full width of seating of deck slab and including cost and conveyance to worksite labour for fixing the same in correct position and all other incidental charges etc., complete

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-

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(ROAD A) Widening Slab Culvert at km2/2,2/4

2.67

293

110

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Filling behind Abutmants and wings with Gravel / Quarry Dust including cost and conveyance of gravel to worksite,laying,handling charges and filling in layers,tamping under optimum moisture content to get the maximum density including watering,with all leads for water and all other incidental charges etc,complete for filling behind the abutment and wings.

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-

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(ROAD A) Widening Slab Culvert at km2/2,2/4

2.53

796

315

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PROVIDING AND FIXING BITUMEN PAD including cost and conveyance of all materials to site, labour charges for joint sealants and fixing them in position etc., Complete standard specification 2600 & 900 in DECK SLAB OVER ABUTMENT AND PIER(Sch.Item.(VI) No.233-P.62)

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-

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(ROAD A) Widening Slab Culvert at km2/2,2/4

2.34

1682

719

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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

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23932149

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Add GST at 18%

1

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4307787

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Total Value put to Tender

1

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28239936

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Excess/Less Percentage

1

-

-

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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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23932149

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

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