Road Construction Department Tender
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The RCD has issued a formal invitation for competitive bids for the Road Construction Department project, for Reconstruction Work Of Badkitand Tinpatli Dokidih Girnia More Road Total Length 11.065 Km. Including Land in Giridh, Jharkhand, with an estimated contract value of Rs. 32,55,42,130. The bid opening date for this tender is 28-05-2025 and the last date for bid submission is 17-06-2025. Interested bidders for Road Construction Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Technical
Technical
Additional Eligibility
Class Of Bidder
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The eligible class required by a bidder to participate or bid in the tender is "appropriate class" with the Road Construction Department.
Bid Capacity
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The formula for bid capacity is: Assessed Available Bid capacity = (A*N*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. B = Value of existing commitments and on-going works to be completed during the next 08 Months.
Technical Capacity
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The bidder is required to have experience in works of a similar nature and size for each of the last five years. The total monetary value of construction work performed for each of the last five years should be provided. The bidder should have completed works of a similar nature, with a value of at least 10% of the estimated cost of the project. The bidder should also have experience in executing all main items of work described in the bid document, with a minimum value of contract and stipulated period of completion. The bidder's prior work experience as a prime contractor or nominated sub-contractor in works of a similar nature over the last five years is required, with the total value of civil engineering construction work performed in the last five years provided, including specific values for each year. The bidder should provide information on the quantities of work executed, including cement concrete, masonry, earthworks, WBM, WMM, and bituminous work, for each year. The bidder should have a minimum amount of liquid assets and/or availability of credit facilities, usually not less than 10% of the value of the estimated cost of the project. The bidder's available bid capacity will be calculated based on the maximum value of civil engineering works executed in any one year during the last five years. The assessed available bid capacity should be more than the total bid value. The bidder's bid capacity will be calculated as (A*N*2-B), where A is the maximum value of civil engineering works executed, N is the number of years prescribed for completion, and B is the value of existing commitments and ongoing works. The bidder should provide information on their existing commitments and ongoing works, including the value of works remaining to be completed and the anticipated date of completion. For subcontracting components of the works amounting to more than 10 percent of the Bid Price, the bidder should provide proposals and the qualifications and experience of the identified sub-contractor in the relevant field should be annexed. The bidder should have experience in similar work, but the specific amount and percentage are not always explicitly stated. However, it is mentioned that the bidder should have completed works of a similar nature and size. The bidder should provide evidence of access to or availability of credit facilities (minimum 10% of the estimated cost) certified by the bankers, and an undertaking that the bidder would be able to invest a minimum of cost up to 25% of the contract value of work during implementation of the contract.
Costs
EMD
₹ 32,56,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Reconstruction Work Of Badkitand Tinpatli Dokidih Girnia More Road Total Length 11.065 Km. Including Land
Description
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Contact
Tender Id
2025_CECOM_101450_1Tender No
RCD/GIRIDIH/523/2025-26Tender Authority
Road Construction Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.)
Girth from 900 mm to 1800 mm
178
1434
-
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Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.)
Girth from >1800mm
15
2543
-
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Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately
268
185
-
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Shifting of Hand Pump and installation with all complete job as per direction and specification as per E/I.
22
1000
-
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Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, 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 all lifts and lead of 1000 metres) Brick Work
162.9
134
-
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Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, 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 all lifts and lead of 1000 metres) Dismantling Stone Masonry
Rubble stone masonry in cement mortar
1720.26
286
-
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Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, 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 all lifts and lead of 1000 metres) Lime /Cement Concrete
By Mechanical means
Cement Concrete Grade M-15
151.92
452
-
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Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, 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 all lifts and lead of 1000 metres) Lime /Cement Concrete
By Mechanical means
Cement Concrete Grade M-20
28.8
887
-
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Removing all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works.
90
693
-
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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
Bituminous Course by mechanical means
554.12
234
-
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Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a alead of 1000 metres, stackiung serviceable and unserviceable materials separately
76.5
442
-
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Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m) Including Royalty etc@ Rs. 30.00 per cum, cost of watering, rolling & compaction.
17841.55
62
-
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Construction of Embankment with Material Deposited from Roadway Cutting (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) Rolling with vibratory roller
20668.98
61
-
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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) Rolling with vibratory roller
50491.76
129
-
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Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)
Grading-I
24959.03
2081
-
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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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)
With Vibratory Roller
18469.94
2429
-
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Prime coat (Providing and applying primer coat with 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.)
73879.74
81
-
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Tack Coat (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/granular surface cleaned with mechanical broom).
71586.35
12
-
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Tack Coat (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/granular surface cleaned with mechanical broom).
71586.35
15
-
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Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam 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 @ 4.0 to 4.5% by weight of total mix 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. 507 complete in all respects.) with VG-30 Grade Bulk Bitumen. for Grading II (19 mm nominal size)
5011.04
9390
-
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Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 to 5.4 % 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. 509 complete in all respects) with Bulk VG30 Bitumen.
(ii) for Grading-II(10 mm nominal size)
2863.45
10663
-
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Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.)
598.38
3359
-
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Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
1745.28
6221
-
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Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective 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
90 cm equilateral triangle
12
6166
-
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Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective 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
60 cm circular
9
5449
-
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Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective 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
80cmx60cm Rectangular
6
7526
-
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Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective 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
60 cm x 45 cm rectangular
150
5312
-
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Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective 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
60 cm x 50 cm rectangular
11
5628
-
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Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective 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
90 cm high Octagonal
7
9539
-
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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 asper IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)
3.75
13704
-
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Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade
8500
-
-
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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.)
3007.83
584
-
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Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) 5th kilometre stone (precast)
3
2929
-
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Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) Ordinary Kilometer stone (Precast)
10
1740
-
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Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.)
210
779
-
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Metal Beam Crash Barrier
Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)
320
3322
-
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Overhead Signs (Providing and erecting overhead signs with a corrosion resistant aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans)
Truss and Vertical Support
9.25
85793
-
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.
RCC Grade M20
13
5096
-
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Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
0.55
88020
-
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Fixing of reflective sheeting including all cost of materials and fitting charge complete works as per specifications and direction of E/I.
163.8
16250
-
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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 and backfilling with approved material.)
by mechanical means
(i) Ordinary Soil
9223.13
57
-
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. PCC Grade M10
464.76
4160
-
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. RCC Grade M20 Height upto 5m
With Batching Plant, Transit Mixer and Concrete Pump
1607.3
5031
-
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M 30
Using Concrete Mixer Height upto 5 M
576.6
5931
-
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
197.49
88519
-
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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.
365.01
1786
-
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Plain cement concrete in Foundation complete as per drawing and technical specifications
PCC Grade M-15
816.32
4340
-
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Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification. Random Rubble Masonry.
2268.76
4244
-
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications.
Random Rubble Masonry
1808.54
4216
-
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
RCC Grade M25 (Deck Slab)
Height upto 5m
Using concrete Mixer
211.88
5860
-
... More
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
29.9
11779
-
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.
PCC Grade M20
29.36
5001
-
... More
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
9.685
88519
-
... More
Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications.
14.04
6839
-
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Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
498.3
110
-
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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.
576
110
-
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Painting two coats on new concrete surface (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered cement surfaces.)
301.25
70
-
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH 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 drawing and Technical Specification.
721.96
2293
-
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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.
312
181
-
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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
75
2489
-
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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)
87.5
8937
-
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Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight.
312
26
-
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Numbering and writing the culvert No. etc. all complete job as per specification and directin of E/I.
18
1000
-
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Add 18% GST (In Basic Rate must fill 0.12)
1
49167296
-
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Add 1% Labour Cess (In Basic Rate must Rate fill 0.01)
1
3223189
-
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