Highways Department Tender

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Highways Department Tender

Works
Civil And Construction
Eprocure
Opening Date8 Feb 2024
Closing Date14 Feb 2024
Tender Amount₹ 5,19,67,895 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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ROAD B

21.8

126637

5809.04

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Vibrated Reinforced Cement Concrete M25 Grade 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 BOTTOM SLAB OF BOX CULVERT.

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-

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ROAD B

64.51

561300

8700.98

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Vibrated Reinforced Cement Concrete M25 Grade 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 BODY WALL OF BOX CULVERT.

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-

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ROAD B

57

730757

12820.3

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Vibrated Cement Concrete M25 Grade 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 TOP SLAB OF BOX CULVERT.

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-

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ROAD B

54.94

565467

10292.45

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Supply and fabrication of steel Grade Fe-500 / 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 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.

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-

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ROAD B

12.5

1184579

94804.27

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Vibrated Cement Concrete M20 Grade using 40mm 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 Parapet.

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-

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ROAD B

5.67

38841

6850.44

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Vibrated Cement Concrete of grade M20 Nominal Mix, using 40mm 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 and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF RETURN WALL.

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ROAD B

9.25

54339

5874.59

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Vibrated Cement Concrete of grade M20 Nominal Mix, using 40mm 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 and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for STEM OF RETURN WALL- BELOW SILL LEVEL

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ROAD B

23.89

174079

7286.73

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Vibrated Cement Concrete of grade M20 Nominal Mix, using 40mm 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 and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for STEM OF RETURN WALL- ABOVE SILL LEVEL

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-

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ROAD B

50.19

440768

8781.99

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Providing and fixing of Galvinised Iron drainage spouts 100mm dia as per MOST drawing SD/205 with grating arrangements at top as shown in the drawing using 12mm x 25mm flats for grating arrangements, and 100mm dia drainage spout projecting beyond the bottom of deck slab as shown in the drawing including cost and conveyance of cast iron pipes and flats and fixing them in position etc,complete.

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-

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ROAD B

6

13626

2271

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Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for Carted Eath with a lead of 5 km for formation of Diversion ROAD Gor 95% compacion.

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ROAD B

317.93

60130

189.13

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Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for Carted Eath with a lead of 5 km for formation of Diversion ROAD Gor 97% compacion.

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-

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ROAD B

571.13

108217

189.48

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Supply and Hoisting of NP 3 class RCC 1000 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458 / 1989 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.

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-

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ROAD B

75

309750

4130

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Providing and laying Gravel soling for specified thick with clean good gritty gravel over the well prepared sub grade from the approved quarry including cost and conveyance of material, laying in accordance with the requirements and specification. The materials shall be laid in one or more layers as sub-base according to the line and grade and cross action shown in the drawing or as directed by the Engineers for DIVERSION ROAD

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-

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ROAD B

56.1

17043

303.81

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Approach road

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-

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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.

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-

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ROAD B

61.26

92671

1512.76

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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).

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-

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ROAD B

102.06

192714

1888.25

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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 as per clause 502) - over WMM/ WBM.

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-

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ROAD B

408

30689

75.22

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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 as per clause 503 - over granular surfaces treated with primer.

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-

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ROAD B

408

6870

16.84

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Bituminous Macadam (Providing and laying 50mm 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) - as per MORTH Rev. V Clause No. 111, 112, 501, 504 & 900 - Grading II.

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-

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ROAD B

20.46

162811

7957.54

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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, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) - Grading II as per MORTH Rev. V Clause No. 111, 112, 501, 507 & 900.

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ROAD B

12.3

125146

10174.48

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Pipe culvert

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Dismantling the existing Cutstone in the existing causeway / bridge and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.

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-

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ROAD C

18.95

8836

466.3

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Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS 20 B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal of all logs, stumps and other deleterious mattter and obstructions, bottom of excavation back filling clearing up the site and disposal of all trimming of surplus materials etc. complete as per standard specification for Foundation.

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-

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ROAD C

38.92

4360

112.05

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Plain Cement Concrete 1:2:4 Nominal Mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site but excluding cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing and compacting concrete, working at heights, hire charges for Tools and Plants and incidental Charges etc., complete as per standard specifications for FOUNDATION.

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-

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ROAD C

7.57

34288

4529.51

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Vibrated Cement Concrete 1:2:4 Nominal Mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site but excluding cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing and compacting concrete, working at heights, hire charges for Tools and Plants and incidental Charges etc., complete as per standard specifications for Body wall (Below sill level).

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-

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ROAD C

21.49

104766

4875.11

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Vibrated Cement Concrete 1:2:4 Nominal Mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site but excluding cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing and compacting concrete, working at heights, hire charges for Tools and Plants and incidental Charges etc., complete as per standard specifications for Body wall (Above sill level).

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-

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ROAD C

15.21

77192

5075.11

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Supply Laying jointing and fixing NP3 RCC Pipes (1200mm dia) as per drawing and technical specification and as per MORT & H specification.

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-

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ROAD C

20

82600

4130

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Quarry Dust FILLING in between body wall 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.

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-

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ROAD C

26.99

6915

256.23

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Retaining Wall

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-

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Earthwork excavation in all classes of soils except hard rock requring blasting depositing on bank with all leads and lifts as per SS 20B including cost of all labour,materials, tools, equipments and all incidential charges such as bailing out water providing and maintaining necessary conferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and cleaning the site and disposal of all surplus materials etc complete as per relevant standard specifiation for FOUNDATION OF RETAINING WALL

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-

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ROAD A

1134

127064

112.05

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ROAD C

5.76

645

112.05

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ROAD D

1121.08

125617

112.05

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ROAD E

192

21513

112.05

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ROAD F

196.8

22051

112.05

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Plain Cement Concrete M20 grade mix using 40mm ISS size hard granite broken 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 heights,hire charges for all tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for Foundation of Retaining Wall

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-

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ROAD A

396.9

2336208

5886.14

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ROAD C

6.98

41179

5899.59

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ROAD D

342.66

2039981

5953.37

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ROAD E

96

563778

5872.69

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ROAD F

82

473823

5778.33

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Vibrated Cement Concrete M20 grade using 40mm ISS size 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 heights, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for STEM OF PCC RETAINING WALL (Below Sill Level)

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-

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ROAD A

526.89

3616388

6863.65

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ROAD C

6.98

53653

7686.69

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ROAD D

518.3

3711867

7161.62

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ROAD E

63.36

462007

7291.79

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ROAD F

75.6

542271

7172.9

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Vibrated Cement Concrete M20 grademix using 40mm ISS size 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 heights, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for STEM OF PCC RETAINING WALL (Above Sill Level)

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-

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ROAD A

1269.45

10393990

8187.79

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ROAD C

14.54

137305

9443.31

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ROAD D

1018.25

8947464

8787.1

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ROAD E

249.36

2231931

8950.64

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ROAD F

251.6

2223356

8836.87

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Providing and fixing SEEPAGE PIPES of 110mm dia PVC pipes of required length for Retaining Walls including cost and conveyance of all materials to worksite, cost and labour for 900mm dia. Semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing etc., to drain of the Backfill in the Retaining Wall

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-

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ROAD A

419

85098

203.1

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ROAD C

10

2031

203.1

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ROAD D

554

112517

203.1

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ROAD E

159

32292

203.1

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ROAD F

159

32292

203.1

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Filling with earth including cost and conveyence of earth to work sire includng labour charges for filling in layers as specified by the departmental officers including watering with all leads for water including labour charges for compacting, tamping and ramming under optimum moisture to obtain the maximum density and all other incidental charges etc., complete as per standard specfication

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-

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ROAD A

798.52

129879

162.65

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ROAD C

30.96

5035

162.65

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ROAD D

519.84

84551

162.65

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ROAD E

138.8

22575

162.65

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ROAD F

152

24722

162.65

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Refiing with excavated earth available including cost and conveyance of materials to site labour charges etc., complete for over pipes and inbetween pipes as per specification

-

-

-

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ROAD A

1134

44169

38.95

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ROAD C

17.28

673

38.95

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ROAD D

1121.08

43666

38.95

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ROAD E

192

7478

38.95

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ROAD F

196.8

7665

38.95

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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

-

44041470

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Add GST at 18%

1

-

7927465

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Total Value put to Tender

1

-

51968935

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Negotiated Percentage

1

-

-

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Final Negotiated Value

1

-

-

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Add GST at 18% of Final Negotiated 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

-

44041470

-

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

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