Highways Department Tender

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Highways Department Tender

Works
Civil And Construction
Eprocure
Opening Date8 Feb 2024
Closing Date14 Feb 2024
Tender AmountRefer Documents 
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 (Box Culvert)

146.26

269412

1842.01

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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 as per MORTH Rev. V Clause No. 111,112,501,502 &900 .

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-

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Road B (Box Culvert)

585

43974

75.17

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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 as per MORTH Rev. V Clause No.111, 112,501, 503 & 900.

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-

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Road B (Box Culvert)

585

9845

16.83

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Bituminous Macadam Grade - II (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.

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-

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Road B (Box Culvert)

29.26

230370

7873.22

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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 (Box Culvert)

17.56

176884

10073.13

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Dismantling the existing Random Rubble Masonry in Cement Mortar 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 B (Box Culvert)

7.06

1817

257.4

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Dismantling the existing Concrete 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 B (Box Culvert)

8

3536

442

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Earthwork excavation in all classes of soil except soft disintegrated rock / kankar not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, 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 clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for DRESSING THE BED UP TO SILL LEVEl and Foundation of Box Culvert Retaning Wall

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-

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Road A (Retaining Wall )

3400.32

381005

112.05

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Road C (River Bridge)

52.5

11156

212.5

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Road D (Retaining Wall )

806.4

90357

112.05

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Road E (Retaining Wall )

381

42691

112.05

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Road B (Box Culvert)

239.76

26865

112.05

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Plain Cement Concrete M 20 grade (Nominal Mix ) using 40mm ISS HBG size hard broken granite graded metal including cost and conveyance of all materials to site, but excluding cost and fabrication of steel but including cost and labour charges for form work and centering, labour charges, for laying compacting finishing and curing including all incidental charges etc., complete as per standard specifications for foundation leveling Course

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-

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Road B (Box Culvert)

24.66

144475

5858.69

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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.AND RCC RETAINING WALL

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-

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Road B (Box Culvert)

78.3

677954

8658.42

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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.& RCC RETAINING WALL

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-

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Road B (Box Culvert)

55.22

679947

12313.43

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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 TOP SLAB OF BOX CULVERT. & RCC RETAINING WALL

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-

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Road B (Box Culvert)

72

728408

10116.78

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Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, 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 ABUTMENTS AND WINGS

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-

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Road A (Retaining Wall )

1004

178210

177.5

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Road D (Retaining Wall )

334

59285

177.5

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Road E (Retaining Wall )

125

22187

177.5

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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 (Box Culvert)

9.37

888600

94804.27

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Vibrated Cement concrete M 20 (nominal mix) using 40 mm ISS HBG graded metal including cost & conveyance of all materials to site and cost of cement at site, including cost of form work , labour charges for mixing, transporting, laying and curing concrete, soft water, hire charges for T&P, etc., complete for PARAPET OVER RETURNS.

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-

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Road B (Box Culvert)

4.5

34153

7589.68

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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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-

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Road A (Retaining Wall )

850.08

5077255

5972.68

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Road C (River Bridge)

165

962346

5832.4

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Road D (Retaining Wall )

201.6

1206138

5982.83

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Road E (Retaining Wall )

95.25

555536

5832.4

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Road B (Box Culvert)

23.88

141629

5930.89

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Vibrated Cement Concrete M20grade (Nominal Mix 1:1.5:3) 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 Protective wall for the foundation

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-

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Road C (River Bridge)

132

782829

5930.53

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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 (Retaining Wall )

956.99

7307173

7635.58

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Road D (Retaining Wall )

353.81

2646261

7479.33

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Road E (Retaining Wall )

195.46

1341398

6862.78

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Road B (Box Culvert)

15.81

116957

7397.7

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Vibrated Cement Concrete of Grade M-20, 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, labor 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 Footing & Stem of Toe wall

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-

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Road C (River Bridge)

62.8

411968

6560

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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 (Retaining Wall )

1866.01

17757846

9516.48

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Road D (Retaining Wall )

329.62

3389011

10281.57

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Road E (Retaining Wall )

277.19

2665691

9616.84

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Road B (Box Culvert)

25.75

223126

8665.12

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FILLING behind Rtwall with Carted earth including labour charges for filling in layers, watering, tamping under optimum moisture content to get the maximum density and all incidental charges etc. complete including labour charges for filling in layers, watering, tamping under optimum moisture content to get the maximum density and all incidental charges etc.,CARTED EARTH with a lead of 5 km

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Road A (Retaining Wall )

7210.5

1412176

195.85

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Road D (Retaining Wall )

2076.48

406678

195.85

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Road E (Retaining Wall )

664.84

130208

195.85

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Refilling behind the Retaining wall with available box cutting earth including labour charges for filling in layers, watering, tamping under optimum moisture content to get the maximum density and all incidental charges etc

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-

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Road A (Retaining Wall )

3400.32

86130

25.33

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Road D (Retaining Wall )

806.4

20426

25.33

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Road E (Retaining Wall )

381

9650

25.33

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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 for 95% compacion.

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-

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Road B (Box Culvert)

820.84

159743

194.61

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Supply and Fixing of of NP3 class RCC 1000 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458 / 2000 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 (Box Culvert)

15

61950

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 (Box Culvert)

168

43767

260.52

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Filling with Gravel below the Rough stone dry packing including cost and conveyance of sand 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 Revetment for River Bund.

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-

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Road C (River Bridge)

280

179760

642

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Rough stone dry backing for River Bund using new stones including stacking the roughstone for premeasurement etc., complete complying with standard specification and as directed by the Departmental Officers.

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-

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Road C (River Bridge)

180

316985

1761.03

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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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52196843

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Add GST at 18%

1

-

9395432

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Total Value put to Tender

1

-

61592275

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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

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52196843

-

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

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