Highways Department Tender

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Highways Department Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date12 Sep 2024
Closing Date23 Sep 2024
Tender Amount₹ 4,75,00,000 
Notes
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Costs

Summary

Mdu No 074 Tn No 19 2024 25 Hdo Dated 02 09 2024

Description

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BOQ Items

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DO_NOT_SHOW

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ROAD A

1879.92

254898

135.59

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ROAD A PAVER BLOCK

298.7

40500

135.59

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ROAD A BUS BAY

210

28473

135.59

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Providing compaction of berms using the box cut earth including all hire and fuel charges for power roller for compaction,water sprinkler,including all labour charges for laying spreding , watering etc., complete as directed by the departmental engineers for making up of low berms

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-

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Road A

555.78

17951

32.3

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Disposal of excavated earth by transfer with a lead of 5km away from worksite as directed by the departmental officers for disposal as per Standard specifications and all other incidental charges etc., Complete.

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-

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Road A

1324

78049

58.95

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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

609.99

1282754

2102.91

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ROAD A PAVER BLOCK

77.25

162449

2102.91

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ROAD A BUS BAY

90

189261

2102.91

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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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-

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ROAD A

393.55

862858

2192.5

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ROAD A PAVER BLOCK

51.5

112913

2192.5

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ROAD A BUS BAY

60

131550

2192.5

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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 clause 406 of MORTH Vth Revision Specification No.111,112,406,900

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-

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ROAD A

2569.22

5791998

2254.38

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ROAD A PAVER BLOCK

128.75

290251

2254.38

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ROAD A BUS BAY

150

338157

2254.38

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Providing and laying Prime Coat over WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction overit, including cost of material, labour charges, rentals for machinery, fuel andall other incidental charges etc., complete as per Clause 502 of MORTH Rev-5 Specification No.111,112, 501,502,900

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-

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ROAD A

14317.2

1381609

96.5

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ROAD A BUS BAY

600

57900

96.5

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Providing and laying Tack Coat over 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 formachinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5 Specification No.111, 112, 501, 503,900

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-

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ROAD A

14317.2

289207

20.2

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ROAD A BUS BAY

600

12120

20.2

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Providing and laying Tack Coat over Existing BT surface using 2 Kg of Bitumen Emulsion (RS1) per10 sqm for preparatory to another bituminous construction overit including cost of material, labourcharges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5 Specification No. 111, 112, 501, 503, 900

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-

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ROAD A

82.8

2665

32.19

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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 apacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 75mm with mechanical 9m 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 A

1431.72

14646552

10230.04

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ROAD A BUS BAY

30

306901

10230.04

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Providing and laying Bituminous Concrete to 30/40mm thick using 0.13cum of 19.00-9.50mm, 0.17cum of 9.50-2.36mm and 0.26cum 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 20-30ton 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 densityetc., including labour for attending to paver to site etc., including hirecharges and fuel charges for20-30t 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 - Grading II

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-

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ROAD A

576

6910807

11997.93

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ROAD A BUS BAY

24

287950

11997.93

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Supplying and laying of TAMIN Paver Block of size 80 mm thick (Supply at site) over a base of crushed stone filling including cost and conveyance of all materials to work site,including alL labour charges for laying, compacting including hire and fuel charges for all tools and plants employed for this work and all other incidental charges etc., complete as per standard specification.

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-

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ROAD A PAVER BLOCK

515

970888

1885.22

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Dismantling the Pcc walls clearing away and carefully stacking materials useful for reuse for any thickness of walls etc, complete (FOR PCC)

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-

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ROAD A (PRE CAST BOX CULVERT) AT KM 1/10

28.95

14075

486.2

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ROAD A (PRE CAST BOX CULVERT) AT KM 2/4

28.95

14075

486.2

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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

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-

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ROAD A (PRE CAST BOX CULVERT) AT KM 1/10

249.5

79590

319

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ROAD A (PRE CAST BOX CULVERT) AT KM 2/4

296.3

94519

319

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Vibrated Cement concrete in CC M15 using 40mm 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 and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification for base course

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-

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ROAD A (PRE CAST BOX CULVERT) AT KM 1/10

14.33

93230

6506

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ROAD A (PRE CAST BOX CULVERT) AT KM 2/4

17.45

113739

6518

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Providing Precast Vibrated Reinforced Cement Concrete Box culvert of size 1.50 x 1.50 m with 0.30m thick web, 0.30m thick bottom and top slab including including cost of Cutting the B.T surfces, E.W excavation, Cost of filling with Quarry Dust, Mild Steel Mouldings and conveyance of all materials to site and cost of cement , Steel at site including cost of soft water, labour charges for mixing, laying and curing concrete, tools and plants, transporting from casting yard to work site through trailers, lifting, erecting by using cranes of required capacity and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for box units of size 1.50 x 1.50 m as per standard specification.

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-

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ROAD A (PRE CAST BOX CULVERT) AT KM 1/10

15

1006275

67085

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ROAD A (PRE CAST BOX CULVERT) AT KM 2/4

20

1342380

67119

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Vibrated cement concrete of grade M20 using 40mm ISS HBG 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 depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting, etc, complete as per relevent standard specifications for Wings walls, & parapet wall..

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-

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ROAD A (PRE CAST BOX CULVERT) AT KM 1/10

79.92

640398

8013

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ROAD A (PRE CAST BOX CULVERT) AT KM 2/4

79.92

641358

8025

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Supply and fabrication of STEEL grade Fe500 with suitable anticorrsive measure required 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 A (PRE CAST BOX CULVERT) AT KM 1/10

0.25

24636

98942

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ROAD A (PRE CAST BOX CULVERT) AT KM 2/4

0.3

29286

98942

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Vibrated cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges formwork cost of remolded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over deck slab and approach slab. as per Section 2702.2 of MORT&H Specficaton (Fifth Revision-2013)

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-

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ROAD A (PRE CAST BOX CULVERT) AT KM 1/10

44.1

31408

712.2

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ROAD A (PRE CAST BOX CULVERT) AT KM 2/4

60.9

43427

713.1

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Providing RCC Centre Median of size 0.600m at bottom 0.250m at middle 0.150 at top and to height of 0.8 m from the road level including cost and conveyance of all materials to work site including picking the existing B.T surface if necessary and excavating the necessary depth to have a median, and providing form work for shuttering on both sides and chamfered edges at top, including cost of steel reinforcement as per the Bar bending schedule appended here with, fabrication and placing in position of steel grills including cost of binding wire, laying of R.C.C M20 concrete using ISS HBG graded metal including cost and conveyance of all materials to work site from the approved sources including labour charges for mixing laying curing etc middle of the median as directed by the departmental officers, Rendering Smoothness over the CC surface with 10 kg of cement for 10 sqm area and painting two coats over the CC surfaces with best approved quality of synthetic enamel paint including primer etc., including all labour charges, hire and fuel charges for the tools and plants employed and as per the standard specification and in accordance with the drawings appended here with and as directed by the departmental officers etc., complete.

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-

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ROAD A CENTRE MEDIAN

251

1519132

6052.32

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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

-

40237914

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Add GST at 18%

1

-

7242825

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Total Value put to Tender

1

-

47480739

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Excess/Less Percentage

1

-

-

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Final Value

1

-

-

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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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40237914

-

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

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