Rural Works Department Tender

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Rural Works Department - RWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date3 Mar 2025
Closing Date15 Mar 2025
Tender Amount₹ 7,21,46,095 
Notes
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Class Of Bidder
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The class eligibility requirement to bid or participate in this tender is a specific class of contractor, but the exact class is not explicitly mentioned. Bidders should have a registration as a specific class of contractor in Jharkhand, RWD/RDD or others as mentioned in the NIT.
Technical Capacity
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The required prior work experience for the bidder includes having executed civil engineering construction work in the last five years preceding the year in which bids are invited. For tender amounts more than 2.5 cr, the bidder should have completed similar works with a value of at least 50% of the tender amount, and the total value of such similar works should be at least 100% of the tender amount in the last 5 years. Additionally, the bidder should have completed at least 2 similar works, with each work having a value of at least 40% of the tender amount. The bidder should also have a minimum annual financial turnover of 60% of the estimated value of the work tendered in the last five years for tender amounts more than 2.5 cr. The completion rate should be not less than 90% as a prime contractor or duly authorized sub-contractor by the Employer. The bidder should have satisfactorily completed at least one work of similar nature of value not less than 50% of the estimated value of the work tendered in the last five years preceding the year in which the tender is invited. The values and percentages mentioned include: - 50% of the estimated value of the work tendered for similar works completed - 100% of the tender amount for total value of similar works completed in the last 5 years - 40% of the tender amount for each similar work completed - 90% completion rate as a prime contractor or duly authorized sub-contractor by the Employer - 60% of the estimated value of the work tendered for minimum annual financial turnover - 2.5 cr as the threshold tender amount for certain requirements - 5 cr as the threshold tender amount for certain requirements.

Costs

Description

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BOQ Items

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Compacting original ground supporting subgrade (Loosening of the ground upto a level of500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.)

5719.72

52

300857.27

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Construction of sub-grade and earthen shoulders 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.

76977.25

131

10107112.93

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Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2. Rate per cum after adding royalty @ 27.48/Cum

2813.53

61

172975.82

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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. (By Mix in Place Method) With Grading-I Material

2438.41

2213

5397786.3

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Wet Mix Macadam (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.)

2348.1

2515

5906528.15

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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).

15051.9

82

1246146.8

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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.

15051.9

16

248205.83

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Bituminous Macadam Grading-II with VG-30 Grade Packed Bitumen (Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, 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.) Bituminous Macadam for GradingII: (19 mm nominal size)

752.6

8572

6451941.96

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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.) as per Technical Specification Clause 503

15051.9

13

200340.79

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Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent 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 MoRTH specification clause No. 508 complete in all respects. Semi-Dense Bituminous Concrete, Grading II: (10 mm size)

376.3

11121

4185043.03

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Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. Ordinary Km post

5

1740

8704.5

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Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. Hectometer stone (precast)

16

542

8686.4

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Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting etc.Boundary pillar

48

545

26198.4

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Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 801. 80 mm x 60 mm rectangular

1

7526

7526

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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)

2.16

13704

29601.29

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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.

794.82

584

464413.33

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Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required a nd utilising the remaining earth locally for road work. Ordinary Soil Mechanical Means.

3751.39

55

209327.56

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Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 2506

241.61

2246

542880.76

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Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications (P.C.C. Grade M-15)

521.79

4777

2493023.92

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Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications. Random Rubble Stone Masonary in C.M. (1:3) in foundation

1346.63

4526

6095525

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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications Random Rubble Masonry Work in Cement Mortar 1:3 in S/S Retaining Wall

1012.5

4500

4556857.5

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Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications.. Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in foundation

976.41

4640

4531372.35

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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications. Coursed rubble masonry in C.M. (1:3) in (first sort ) sub-structure

623.28

4785

2982531.92

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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-15 in Coping)

36.93

4769

176142.44

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Pointing with cement mortar (1:3 ) on brick or stone work in substructure as per Technical Specifications

1350

60

82269

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Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications.

1317.55

116

153072.96

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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-20)

57.79

5227

302100.69

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

19.21

88399

1698155.93

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Furnishing and Placing Reinforced/ Prestressed cement concrete in sub-structure as per drawing and Technical Specification. (R.C.C. Grade M-25 in Deck Slab)

154.2

5713

881017.07

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Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

39.86

12010

478726.57

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

1108

112

124406.24

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Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)

138.56

70

9740.77

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Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification Clause 710.1.4.of IRC:78 (With Sandy Material)

212.09

1089

231010.55

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Goods & Service Tax (G.S.T.) -

60535404.23

-

10896372.76

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Labour Cess -

71431776.99

-

714317.77



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