Rural Development Department Tender

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The RDD has issued a formal invitation for competitive bids for the Rural Development Department project, for Construction Of Bridge Across Gumani River Near Motiur Rahmans House Of Gram Chota Chandpur In Hastipara Panchayat To High School Hastipara Near Manjaruls House In Barharwa Block Of Sahibganj District in Sahibganj, Jharkhand, with an estimated contract value of Rs. 5,31,04,357. The bid opening date for this tender is 02-06-2025 and the last date for bid submission is 23-06-2025. Interested bidders for Rural Development Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Rural Development Department - RDD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date2 Jun 2025
Closing Date23 Jun 2025
Tender Amount₹ 5,31,04,357 
Notes
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AI Insights

Class Of Bidder
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Class of Contractor.
Bid Capacity
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The formula for bid capacity is: Assessed Available Bid capacity = [ ( A x N x 2) - B ] where A = Maximum value of civil engineering works executed in any one year during the last five years. N = Number of years prescribed for completion of the works for which bids are invited (period up to 6 months to be taken as half-year and more than 6 months as one year). B = Value, at the current price level, of existing commitments and on-going works to be completed during the period of completion of the works for which bids are invited.
Technical Capacity
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The required prior work experience for the bidder includes having completed works of a similar nature and volume in the last three to five years. Specifically, the bidder must have: - Satisfactorily completed at least 38.58 M Length of single bridge work (minimum 50% of the bridge length of the tender invited) as a prime contractor. - In case of Pile/Well foundation work, completed Well Sinking/piling of at least 377.1 M (50% of Total Pile Length). - Achieved a minimum financial turnover of at least Rs. 796.57 Lac in any one year, as certified by a Chartered Accountant. - Completed similar works with a value, although the exact value is not specified, but details such as project name, employer, description of work, value of contract, and dates of issue and completion of work order must be provided. - Provided information on existing commitments and ongoing construction works, including the value of works remaining to be completed, with a certificate from the Engineer-in-charge for the value of work remaining to be completed. - Provided proof of completion of similar works during the last 5 years, with a list of similar works in the prescribed formats, duly signed by an officer not below the rank of Executive Engineer of the issuing Department. - Provided total monetary value of civil construction works performed for each of the last five years. - Provided experience in works of similar nature and size for each of the last five years, with details of works in progress or contractually committed. The percentage of similar works completed mentioned is 50% of the bridge length of the tender invited and 50% of Total Pile Length. The amount mentioned is Rs. 796.57 Lac as the minimum financial turnover in any one year.

Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.

155.934

87394

-

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Bored Cast-in-situ M35 grade RCC pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000m. (Pile diameter - 1200mm).

754.2

8162

-

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Providing Steel liner 8mm thick for piles including fabricating and setting out as per detailed drawing (Unit Weight = 62.8 kg/sqm.

85.232

95570

-

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Plain/Reinforced cement concrete (RCC Grade M30 using batching plant, transit mixer & concrete pump) in substructure complete as per drawing and technical specifications. (Height upto 5m)

263.36

4694

-

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Plain/Reinforced cement concrete (RCC Grade M30 using batching plant, transit mixer & concrete pump) in substructure complete as per drawing and technical specifications.(Height 5m to 10m)

61.54

4826

-

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Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification.

29.556

87744

-

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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 structures with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications.

48

110

-

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Providing and laying of filter media with granular materials/tone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600mm 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 drawing and technical specification.

48.18

1645

-

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Back filling behind abutment, wing wall and return wall (with Sandy Material) complete as per drawing and Technical specification

68.62

874

-

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Furnishing and placing Reinforced/Prestressed cement concrete (RCC Grade M30) in super-structure (for solid slab) as per drawing and Technical Specification.

394.45

5284

-

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Supplying, fiiting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specification.

28.966

87893

-

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Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Techncial Specifications.

31.82

10876

-

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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 to 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.

168.32

1987

-

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Drainage Spouts complete as per Drawing and Technical Specification.

28

817

-

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PCC M15 Grade (using batching plant & concrete pump) levelling course below approach slab complete as per drawing and Technical Specification.

3.85

3405

-

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Reinforced cement concrete in approach slab including reinforcement and formwork complete as per drawing and Technical specification. (RCC M30)

11.55

8747

-

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Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification.

51.6

3698

-

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Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

51.6

268

-

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Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.

51.6

181

-

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Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight

51.6

26

-

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Excavation for structures (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 and backfilling with approved material.)

50.58

57

-

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Plain/Reinforced cement concrete (PCC Grade M15 using batching plant & Concrete pump) in open foundation complete as per drawing and technical specifications

53.11

3541

-

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Providing and laying Filer mateial underneath pitching in slopes complete as per drawing and technical specification

30.54

1840

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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)

61.08

1158

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CONSTRUCTION OF APPROACH ROAD Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 1000 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and corss sections.)

83.3

154

-

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Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment 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)

991.17

129

-

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Compacting original ground supporting embankment (Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.)

179.85

52

-

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Granular Sub-Base with Graded Material (Shoulder) with Close Graded Material Gr-I (By Mix in Place 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.

19.08

1437

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Granular Sub-Base with Graded Material (Carriageway) with Close Graded Material Gr-I (By Mix in Place 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.

66.22

1437

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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.

61.31

1701

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Prime coat over WMM/WBM (Providing and applying primer coat with bituminen emulsionon on the prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.7kg/sqm using mechanical means)

408.75

80

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Tack coat on Bituminus surfaces (Providing and applyingtack coat with bitumen emulsionon pressure distributor at the rate of 0.2kg/sqm on the prepared surface of bituminous/granular Base cleaned with mechanical broom).

408.75

12

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Open graded Premix surfacing (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.)

408.75

148

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Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 200 tonnes/hours using crushed stone chipping 6.7mm size and penetration bitumen of suitable grade. (Case-II : Type B)

408.75

54

-

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Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting. (2x2x25 Nos. = 100 Nos.)

100

545

-

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CONSTRUCTION OF RCC RETAINING WALL Earth work in excavation of foundation ( Depth upto 3 m ) 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 and backfilling with approved material.

264.45

57

-

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PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

17.1

3376

-

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Reinforced cement concrete (RCC Grade M25 using batching plant transit mixture & concrete pump) in open foundation complete as per drawing and technical specifications.

68.18

4378

-

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Reinforced cement concrete (RCC Grade M25, height upto 5m) in substructure complete as per drawing and technical specifications. (Stem)

28.88

4630

-

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Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.

2.883

87394

-

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Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification.

4.192

87744

-

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

45

110

-

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CONSTRUCTION OF GUARD WALL Earth work in excavation of foundation ( Depth upto 3 m ) 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 and backfilling with approved material.

60.48

57

-

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PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.).

8.96

3376

-

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Random rubble stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification.

35.72

3458

-

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Random rubble stone masonry work in cement mortar 1:3 in substructure complete as drawing and Technical Specification.

29.32

3468

-

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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.

1.2

4168

-

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Pointing with cement mortar (1:3) on stone work as per Technical specifications.

40

57

-

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

10

110

-

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CARRIAGE OF MATERIALS Cement, Barharwa 14 Km.(P) + 0 Km (K) .

919.93

539

-

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Steel, Barharwa 14 Km.(P) + 0 Km (K) .

312.765

539

-

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Sand, Amrapara 48 Km.(P) + 0 Km (K) .

1032.25

829

-

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Chips, Borna Pahar (pathna) 19 Km.(P) + 0 Km (K) .

2111.32

397

-

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Boulder, Borna Pahar (pathna) 19 Km.(P) + 0 Km (K) .

126.12

574

-

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Aggregate, Borna Pahar (pathna) 19 Km.(P) + 0 Km (K) .

211.865

422

-

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Bitumen , Bokaro 264 Km.(P) + 0 Km (K) .

1.2

2864

-

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Add GST @ 18% of (A) :

1

8020460

-

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Cost of Labour cess @ 1% of (B) :

1

525785

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