Highways Department Tender

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Highways Department Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date6 Feb 2024
Closing Date14 Feb 2024
Tender Amount₹ 33,00,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Km 3/4 (i) (ii)

419.2

110270

263.05

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Plain Cement Concrete M15 grade (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including as per MORTH Rev. V Specification No. 1000,1500,1700,2200 - for Foundation.

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-

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Km 3/4 (i) (ii)

20.6

121128

5880

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Vibrated Reinforced Cement concrete in M25 using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for form work, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification for Base slab Side wall & Deck slab of CELL BOX

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Km 3/4 (i) (ii)

78.9

912912

11570.5

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Supply and fabrication of Tor steel grade Fe-500D steel 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 palcing the reinforcement in position as specified in the drawings including cost of binding wire, provision for spacing bars, cover blocks and all other incidental charges etc., complete as per standard specifications No.1009,1600.

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-

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Km 3/4 (i) (ii)

5.26

498484

94805

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Vibrated Cement Concrete M20 grade (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including as per MORTH Rev. V Specification No.1000, 1500, 1700, 2200 for Wing wall and Parapet Wall

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-

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Km 3/4 (i) (ii)

87.4

680059

7781

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Providing and fixing of PVC. Seepage pipes 110mm dia as per drawing with grating arrangements at top as shown in the drawing including cost and conveyance of PVC pipes and flats and fixing them in position etc., complete

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-

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Km 3/4 (i) (ii)

26.4

5361

203.1

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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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For Approach road portion

22

437

19.87

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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 ) - for Grading V Material. as per MORT&H Rev. V specifications No.111,112,401,900.

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For Approach road portion

160

301740

1885.88

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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 ) - for Grading III Material. as per MORT&H Rev. V specifications No.111,112,401,900.

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-

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For Approach road portion

6.6

13085

1982.59

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Wet Mix Macadam (Table 400-13) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per MoRTH Rev. V Specification No.111, 112, 406, 900.00, 2200 for Wing wall and Parapet Wall

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For Approach road portion

13.2

28835

2184.49

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Prime coat - Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means - over WMM as per MoRTH Rev. V Specification NO.111, 112, 502, 900.

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-

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For Approach road portion

66

4913

74.45

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Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom - over bituminous surfaces as per MoRTH Rev. V Specification No.111,112, 503, 900

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-

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For Approach road portion

66

1093

16.57

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Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the bituminous surface cleaned with mechanical broom and high pressure air jet,or other means as directed by the Engineer.As per clause 503 - over bituminous surfaces

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For Approach road portion

84

2017

24.02

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Bituminous Macadam (Table - 500-10) Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade - 30) at percentage specified by JMF by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory andand tandem rollers to achieve the desired compaction Grading II No.111, 112, 505, 900.

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-

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For Approach road portion

7.5

61296

8172.84

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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 JMF of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete in all respects Grading II as per MoRTH Rev.V Specification No.111, 507, 900

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For Approach road portion

4.5

46424

10316.65

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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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2796062

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Add GST at 18%

1

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503291

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Total Value put to Tender

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3299353

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Quoted value

1

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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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-

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Total Value of Contract Including 18% of GST

1

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-

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Basic cost of value put to tender as per Estimate

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2796062

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

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