Road Construction Department Tender
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Search from across the categories, cities, and authorities to find the latest Jharkhand tenders. Every Jharkhand tender is curated from credible sources of government websites (eProcurement Jharkhand portal) and newspapers, thus ensuring the credibility of the information presented to you. For more information on Jharkhand tender bidder registration, the login process and more read the FAQs section on this page.
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Technical
Technical
Bid Capacity
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The bid capacity required in the given tender can be calculated using the formula: Available Bid Capacity ≥ Evaluated Bid Price. Additionally, the bid capacity is also mentioned as 1% of the Bid Amount, with a note that the Bid Security will be a fixed sum rounded off to the nearest one thousand rupees, which can be represented as: Bid Security = 1% of Bid Amount, rounded off to the nearest one thousand rupees. Furthermore, the Assessed Available Bid capacity can be calculated as: Assessed Available Bid capacity = (A*N*2-B), where A, N, and B are variables representing the maximum value of civil engineering works executed, the number of years prescribed for completion, and the value of existing commitments, respectively. However, the specific values for these variables are not provided. Another requirement is liquid assets and/or availability of credit facilities, which is Rs. 50.00 Lacs.
Technical Capacity
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The required prior work experience for the bidder includes having experience in works of a similar nature and size for each of the last five years. The bidder should have completed works with a value that can be used to calculate their available bid capacity. The total monetary value of construction work performed for each of the last five years should be provided, along with details of works underway or contractually committed. The bidder should have completed a certain value of works in the last five years as a prime contractor or as a nominated sub-contractor. The information on the required prior work experience includes:
- Total value of civil engineering construction work performed in the last five years, with specific values for each year.
- Quantities of work executed, including earthworks, WMM, and bituminous work, for each year from 2019-2020 to 2023-2024.
- Description of work, contract number, value of contract, date of issue of work order, stipulated period of completion, actual date of completion, and remarks explaining reasons for delay and work completed. The bidder should have experience in terms of monetary value, with a successfully completed project of at least 50 percent of the contract value within the last five years. The amount of the successfully completed project is 475.56 lac. The bidder should also have experience of similar nature, with a monetary value of at least 475.56 lac. However, the exact percentage of similar works completed is not specified. But the bidder is required to provide information on the value of contracts and the quantity of work executed, which can be used to calculate the percentage of similar works completed. The bidder should attach certificates from the Engineer(s)-in-Charge and a certificate from a Chartered Accountant to support the information provided. The bidder should also provide an affidavit regarding existing commitments and a certificate from the Engineer-in-charge, which may include information about the percentage of similar works completed.
Costs
EMD
₹ 5,00,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CECOM_98361_1Bid Award Id
ViewTender No
NH/DEOGHAR/SBD/02/2024-25 (3rd Call)Tender Authority
Road Construction Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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Documents
BOQ Items
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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.)
RCDSOR 4.14B
1306.5
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Dense Graded Bituminous Macadam Grading-II With VG-40 Bulk 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 MoRTH specification clause No. 505 complete in all respects Gr-II Packed
1050
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-
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Bituminous Concrete Grading-II With VG-40 Bulk Bitumen (Providing and laying bituminous concrete with higher capacity batch type HMP 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. Gr-II packed
626.1
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-
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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.).
5226
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-
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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.
5226
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-
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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.
15000
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-
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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the
rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (On Cement Concrete pavement)
385
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Construction of Sub_Grade and earthen shoulder 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 the required slope and compacting to meet requirement of Table 300-2
509.18
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Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. Vide S.O.R. item No. 8.04
90 cm equilateral triangle
10
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viding and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. Vide S.O.R. item No. 8.04
60 cm x 60 cm square
2
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viding and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. Vide S.O.R. item No. 8.04
90 cm high octagon
2
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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.) RCDSOR 8.13
602.43
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Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973
662
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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 strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings.
40
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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 811)
120
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-
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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.
For Flush Drain
966
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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.
For Raised Drain
1470
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications (PCC Grade M15).
For Flush Drain
92
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications (PCC Grade M15).
For Raised Drain
147
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications (RCC Grade M20).
For Flush Drain
320
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications (RCC Grade M20).
For Raised Drain
504
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications (RCC Grade M30). For Cover
For Flush Drain
200
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications (RCC Grade M30). For Cover
For Raised Drain
157.5
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Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications
For Flush Drain
46.28
-
-
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Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications
For Raised Drain
52.33
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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
For Flush Drain
200
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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
For Raised Drain
350
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Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, woodwork, steel work, including T & P and scaffolding whenever necessary sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts lead of 1000 meters
319.2
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Add 18% GST (In Basic Rate must fill 0.18)
1
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-
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Add 1% Labour Cess (In Basic Rate must Rate fill 0.01)
1
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