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₹ 4,37,75,000 
Notes
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Costs

Summary

Mdu No 044 Tn No 11 2024 25 Hdo Dated 22 08 2024

Description

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BOQ Items

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DO_NOT_SHOW

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ROAD A

540.96

1186271

2192.9

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ROAD A - I CULVERT at KM 26/10

22.69

49756

2192.9

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Construction of granular sub-base by providing close graded Material, mixing in amechanical mix plant at OMC, carriage of mixed Material to work site, spreading inuniform 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

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-

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ROAD A

270.48

618079

2285.12

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Picking the existing BT surface upto 50mm depth as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and deposting the debris excluding cost of materials 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 MORTH Specification.

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-

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ROAD A

73.21

1598

21.84

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ROAD B

245

5350

21.84

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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 toacheive 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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ROAD A

676.19

1768541

2615.45

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ROAD A - I CULVERT at KM 26/10

4.73

12371

2615.45

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ROAD B

73.5

192235

2615.45

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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 otherincidental charges etc., complete as perClause 502 of MORTH Rev-5

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ROAD A

2760.85

226141

81.91

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ROAD B

735

60225

81.94

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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 a Over Primer

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ROAD A

2760.85

52262

18.93

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ROAD B

735

13913

18.93

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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-V

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ROAD A

5856.86

158955

27.14

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ROAD B

37248.13

1011286

27.15

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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 VG40 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 finisher hydrostatic (more than 5m width) 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 o

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ROAD A

248.75

2622521

10542.8

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Providing and Laying 50mm thick Bituminous Macadam using course aggregate and VG30 bitumen which shall consist of construction in a single course base/binder course confirming to the specfication on 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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ROAD B

79.68

697510

8753.9

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Bituminous Macadam Providing and laying bituminous macadam with Hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504 of MORTH Specification - Grading II (Table 500-7).

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ROAD B

467.25

4228248

9049.22

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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 Pneumatic 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 hydrostatic (more than 5m width), Vibratory / Pneumatic 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-

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ROAD A

344.85

4200610

12180.98

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Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment,rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification complete in all respects - Grading II

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ROAD B

1535.8

17456517

11366.4

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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, emoval 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 Carted Earth with compaction for making up of low berms

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ROAD A

90

2397

26.64

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Excavation including removal and Satisfactory disposal of all materials necessary for the construction of roadway and drains in accordance wity the specification and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer using side earth as per SS 20 B for making up berms.

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-

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ROAD B

1600.95

328114

204.95

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Vibrated Cement concrete M 15 nominal mix(1:2:4) 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 foundation of abutment and wing and pire Base course 1000 1500 1700 2100

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-

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ROAD A

9.15

64404

7038.7

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Vibrated Cement concrete M 15 nominal mix(1:2:4) 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 Above sill Kerb wall

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-

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ROAD A

14.25

158708

11137.43

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GRAVEL laying for road side berms with clean good grity gravel including cost and conveyance to the site including labour charges for filling in layers, watering, tamping under optimum moisture content to get the maximum density and all incidental charges etc. complete as per MORTH Rev. V Clause No. 1000, 1500, 1700

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ROAD A

58.69

20358

346.88

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Dismanting the existing PCC culvert in the existing Parapet and Body wall , Abutment and wings and clearing away from the site & carefully stacking the use full materials for reuse on the road side as directed by the departmental officers etc., complete. SI NO-15

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ROAD A - I CULVERT at KM 26/10

12.23

5946

486.2

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Earth work excavation in all classes of soils except rock requiring blasting depositing on bank,with all leads and lifts as per SS 20B,Including cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams sheeting, shoring, bracing,and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specifation,For Box Culvert and Wing wall

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-

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ROAD A - I CULVERT at KM 26/10

168.14

41449

246.52

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Cement Concrete M15 (Nominal mix 1:2:4), using 40 mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying, compacting, curing concrete tools and plants and incidental charges such as bailing out water, forming and maintaining of protective bunds, cofferdams, shoring, strutting, etc., complete as per relevant standard specification for LEVELLING COURSE FOR BOTTOM SLAB & Wing Wall

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-

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ROAD A - I CULVERT at KM 26/10

12.59

80147

6365.95

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Vibrated reinforced cement concrete (design mix) M25 grade using ISS size HBG graded metal crushed stone including cost 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 -for BOX CULVERT

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-

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ROAD A - I CULVERT at KM 26/10

65.54

800321

12211.19

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Supply and fabrication of steel Grade-S - 500 steel requried for all RCC items of works involved in the shcedule including cost of steel cost of fabrication labour charges for cleaning the bars staightening 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. 1000 1600

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-

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ROAD A - I CULVERT at KM 26/10

4.6

439515

95609.27

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Vibrated Cement Concrete M20 Grade(Nominal mix ) using 40 mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools and Plants and incidental charges such as sheeting, shoring and bracing and their subsequent removel etc., complete as per standard specification FOR BELOW SILL -Wing Wall

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-

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ROAD A - I CULVERT at KM 26/10

41.19

377924

9175.14

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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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37095054

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Add GST at 18%

1

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6677110

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Total Value put to Tender

1

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43772164

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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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37095054

-

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

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