Road Construction Department Tender

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The Road Construction Department has issued a formal invitation for competitive bids for Construction Of H.l. Bridges In Over Arrar Nala At Ch-1st Km Of Jihu Itkhori Road, Under Rcd, Road Division Hazaribag For The Year 2025-26 in Hazaribag, Jharkhand, with an estimated contract value of Rs. 1,77,87,555. The bid opening date for this tender is 07-05-2025 and the last date for bid submission is 20-05-2025. Interested bidders for Road Construction Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Road Construction Department Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date7 May 2025
Closing Date20 May 2025
Tender Amount₹ 1,77,87,555 
Notes
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Costs

Description

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BOQ Items

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Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.RCC Grade M30 using batching plant,transit mixer & Concrete pump all complete job as per direction of E/I.

178.2

4958

883659.942

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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications all complete job as per direction of E/I..

5.8

87922

509950.674

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Confirmatory Boring through core drilling of BX (41mm to 59mm) size by rotary core drilling machine upto 20.0 m depth in all kinds of hard rock including finishing, maintenance of core (minimum 80% core recovery in hard rock is essential and sludge for foundation exploration complete as per specification and direction of E/I.

20

2200

44000

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SUBSTRUCTURE Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specificationsRCC Grade M30 using batching plant, transit mixer & concrete pump

238.25

5214

1242452.3074999999

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Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.

126

110

13923

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Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications

17.07

88272

1506813.7941

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Back filling behind abutment, wing wall, return wall complete as per drawing and technical specificationsGranular Material

474.44

807

383152.99960000004

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Providing and laying of filter media with granular materials/stones crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wing wall and return wall to the full height compacted to a firm condition complete as per drwaing and technical specification.

103.51

1938

200669.66150000002

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Supplying , fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) section IX and clause 2005 of Mort&H specification complete including all accessories as per drwaing and technical specifications

138240

-

111974.40000000001

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SUPERSTRUCTURE PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification

12.31

3865

47583.5664

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Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical SpecificationRCC Grade M30 Using Batching Plant,Transite Mixer and Concrete Pump.For T-beam & slab, Height 5m to 10m

99.46

6016

598393.1331999999

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Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.

47.6

2517

119816.81599999999

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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

9.34

11434

106800.1914

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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specificationRCC M30

24.62

9293

228799.5688

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Providing Drainage Spouts with 260mmx 260mm M.S Grating 100mm dia 1.0m long G.I. Pipe Incliuding cost of all labour and material complete job as per design / Drawing and technical specification and MORTH specification clauses and other relevant clauses and direction E/I.

6

817

4907.4

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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

19.22

88421

1699461.8065999998

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Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.

24

10290

246960

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Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications .Stone/Boulder

110.11

1445

159164.005

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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

55.05

2133

117473.94749999998

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Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.

99.46

1508

150050.329

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Approach Road Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and tress girth upto 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of sericeable material to be used of auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness.By Manual means:-In area of light jungle

0.402

88499

35576.799

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Turfing with Sods Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of sods and watering.

201.2

26

5392.16

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Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately (By Manual means Bituminous courses)

82.995

234

19420.83

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Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and tranporting to the embankment location within all lifts and lead upto 1000 m

12.3

62

767.52

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Construction of Embankment with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2.

3661.995

129

475693.1505

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Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.Rate per cum for grading-V Material

843.26

1781

1502217.0944

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Wet Mix Macadam (Plant Mix Method) 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

367.19

2035

747415.245

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Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade bitumen emulsion 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.

2623.8

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213682.272

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Tack Coat on Granular surfaces treated with primer Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

1408.4

16

22548.484000000004

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Tack Coat on Bituminous surfaces Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

1408.4

12

18210.612

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Bituminous concrete Grading- II with VG-30 Grade Packed Bitumen Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment , rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 507 complete in all respects.

42.25

11319

478251.83249999996

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Dense graded Bituminous Macadam Grading-II with VG-30 Grade Packed Bitumen Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5 percent by weight of total mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor control to the required grade level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 505 complete in all respects.

91.5

9855

901775.5049999999

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Miscelleneous Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.)

63.68

584

37208.223999999995

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Direction and Place Identification Signs upto 0.9 sqm Size Board.(Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing)

2

13704

27408.6

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Direction and Place Identification Signs with size more than 0.9 sqm size Board.(Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2mm thickness and 4.5m meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)

2

14393

28786.2

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Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.Using Screening Crushable type such as Moorum or Gravel.

173.25

2078

360072.405

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Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Using Screening Type-B (11.2mm agg.)

57.75

2251

129997.56

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Providing, laying and rolling of open-graded pemix surfacing of 20mm thickness composed of 13.2mm to 5.6mm aggregates using viscosity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capcity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller finished to required level and grades.

1155

157

181450.5

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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specificationsRandom Rubble Masonry (Coursed/uncoursed)

87.79

3873

340051.05340000003

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Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.

10.8

1829

19753.524

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Plastering with cement mortar (1:3) on brick work in substructure as per technical specifications

98.72

602

59515.3264

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Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row . Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . 1200 mm dia

45

8572

385778.7

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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with allk lifts and lead of 1000 metres By Mechanical means Cement Concrete Grade M-15 & M-20

96.6

652

63060.47999999999

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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with allk lifts and lead of 1000 metres.Rubble stone masonry in cement mortar.Dismantling stone masonry

346.36

286

99162.868

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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with allk lifts and lead of 1000 metres Prestressed/ Reinforced cement concrete grade M-20 & above

36.07

887

31994.09

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Add 18% GST

1

2686490

2686490.99

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Add 1% Labout cess

1

176114

176114.4



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