Road Construction Department Tender
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The Road Construction Department has issued a formal invitation for competitive bids for (i) Cont. Of H.l. Bridge With Approach Road Over Chas Nala At 5th Km Of Dhanbad-pathardih-sindri Road (2 X 14.6m And (ii) Cont. Of H.l. Bridge With Approach Road Over Chas Nala At 7th Km Of Dps Road (1 X 14.6m) Under Plan Head For The Year 2025-26. in Dhanbad, Jharkhand, with an estimated contract value of Rs. 5,10,40,163. The bid opening date for this tender is 27-05-2025 and the last date for bid submission is 28-06-2025. 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
Financial
Additional Eligibility
Technical Capacity
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The required prior work experience for the bidder includes experience in works of a similar nature and size for each of the last five years. The bidder should have a total monetary value of construction work performed for each of the last five years. Specific requirements include achieving a minimum annual financial turnover of Rs 765.60 lakh in any one year in the last five years, and satisfactorily completing at least one similar work of value not less than Rs 255.20 Lakh in the last five years, with a completion percentage of not less than 90% of the contract value. Additionally, the bidder should have completed at least one similar work of value not less than 50% of the estimated value of the contract in the last five years, with a completion percentage of not less than 90% of the contract value. The bidder should also have executed a minimum quantity of work in any one year, including specific items such as Earthwork, PCC+RCC, Elastomeric Bearing, and Stone Masonry, with quantities of 15873.00 Cum, 717.50 Sqm, 207360.00 Ccm, and 48.90 Cum respectively. The bidder should also demonstrate availability of key and critical equipment, personnel with adequate experience, and liquid assets and/or credit facilities of no less than 10% of the value of the estimated cost of the project, and an undertaking to invest a minimum of 25% of the contract value of work during implementation of the contract.
Costs
EMD
₹ 5,11,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
(i) Cont. Of H.l. Bridge With Approach Road Over Chas Nala At 5th Km Of Dhanbad-pathardih-sindri Road (2 X 14.6m And (ii) Cont. Of H.l. Bridge With Approach Road Over Chas Nala At 7th Km Of Dps Road (1 X 14.6m) Under Plan Head For The Year 2025-26.
Description
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Contact
Tender Id
2025_CECOM_101400_1Tender No
RCD/Dhanbad/794/2025-26 (1ST Call)Tender Authority
Road Construction Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
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Providing and laying of P.C.C.M15 levelling course 100 mm thick below foundation.
IN BRIDGE AT 5TH KM = (20.30 + 68.11) CUM
IN BRIDGE AT 7TH KM = 19.72 CUM
TOTAL = 108.13 CUM
108.13
3
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Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.
IN BRIDGE AT 5TH KM = 21.21 CUM
IN BRIDGE AT 7TH KM = 15.33 CUM
TOTAL = 36.54 CUM
36.54
4
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RCC M-30 in Open Foundation complete as per drawing and technical specifications
IN BRIDGE 5TH KM = 224.09 CUM
IN BRIDGE AT 7TH KM = 249.09 CUM
TOTAL = 473.18 CUM
473.18
5
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Supplying, fitting and placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical specifications
IN BRIDGE AT 5TH KM = 9.13 MT
IN BRIDGE AT 7TH KM = 11.78 MT
TOTAL = 20.91 MT
20.91
6
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RCC M-30 in Substructure complete as per drawing and technical specifications
IN BRIDGE AT 5TH KM = (192.02 + 29.75) CUM
IN BRIDGE AT 7TH KM = (207.08 + 25.58 ) CUM
TOTAL = 454.43 CUM
454.43
7
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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.
IN BRIDGE AT 5TH KM = 80 NOS.
IN BRIDGE AT 7TH KM = 240 NOS.
TOTAL = 320 NOS.
320
8
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Supplying, fitting and placing HYSD bar reinforcement in Substructure complete as per drawing and technical specifications
IN BRIDGE AT 5TH KM = 18.54 MT
IN BRIDGE AT 7TH KM = 24.13 MT
TOTAL = 42.67 MT
42.67
9
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification.
IN BRIDGE AT 5TH KM = 13.545 CUM
IN BRIDGE AT 7TH KM = 13.426 CUM
TOTAL = 26.971 CUM
26.971
10
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RCC M-35 in Super Structure complete as per drawing and technical specifications
IN BRIDGE AT 5TH KM = 177.70 CUM
IN BRIDGE AT 7TH KM = 94.01 CUM
TOTAL = 271.71 CUM
271.71
11
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Provision of an Reinforced cement concrete crash barrier at the bridge decks& approaches to bridge structures constructed with Rein forced Cement Concrete With HYSD reinforcement confirming MoRT&H Specification and as per details given IRC-5 including dowel bars ,expansion joints filled with pre-moulded asphalt filler board etc.. and approved drawing and at locations directed by the Engineer ,all as specified . Crash Barriers for Bridge (Height 1100 mm) as per detais given IRC-5 (fig.-2 ) (Area -0.298 sqm. For 1 meter length )
IN BRIDGE AT 5TH KM = 72.40 M
IN BRIDGE AT 7TH KM = 44.30 M
TOTAL = 116.7 M
116.7
12
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.
IN BRIDGE AT 5TH KM = 28.51 CUM
IN BRIDGE AT 7TH KM = 18.10 CUM
TOTAL = 46.61 CUM
46.61
13
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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification.
IN BRIDGE AT 5TH KM = 27.09 CUM
IN BRIDGE AT 7TH KM = 26.85 CUM
TOTAL = 53.94 CUM
53.94
14
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Drainage spouts complete as per Drawing and Technical Specifications.
IN BRIDGE AT 5TH KM = 12 NOS.
IN BRIDGE AT 7TH KM = 6 NOS.
TOTAL = 18 NOS.
18
15
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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.
IN BRIDGE AT 5TH KM = 276480.00 CCM
IN BRIDGE AT 7TH KM = 138240.00 CCM
TOTAL = 414720.00 CCM
414720
16
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Supplying, fitting and placing HYSD bar reinforcement in Super Structure complete as per drawing and technical specifications.
IN BRIDGE AT 5TH KM = 35.78 MT
IN BRIDGE AT 7TH KM = 18.53 MT
TOTAL = 54.31 MT
54.31
17
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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.
IN BRIDGE AT 5TH KM = 38.70 M
IN BRIDGE AT 7TH KM = 26.77 M
TOTAL = 65.47 M
65.47
18
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Back filling behind the abutment, wing wall and return wall including foundation trenches with granular material combined with all leads and lifts at site including cost of all materials, labour, tools and plants, watering, cost of water with all leads and lifts, dressingand ramming, free from grass and other loose deleterious materials likely to deteriorate, providing light, barrier, danger signals, choukidar, making and maintaining diversion, traffic regulation all complete job as per design/drawing and technical specification and MORT&H specification clause 304 and other relevant clauses and direction of E/I
IN BRIDGE AT 5TH KM = (322.42 + 38.96) CUM
IN BRIDGE AT 7TH KM = 647.09 CUM
TOTAL = 1008.47 CUM
1008.47
19
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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.
IN BRIDGE AT 5TH KM = 80.60 CUM
IN BRIDGE AT 7TH KM = 120.76 CUM
TOTAL = 201.36 CUM
201.36
20
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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
IN BRIDGE AT 5TH KM = (27.53 + 72.00 + 6.57) CUM
IN BRIDGE AT 7TH KM = (28.35 + 72.00) CUM
TOTAL = 206.45 CUM
206.45
21
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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
IN BRIDGE AT 5TH KM = (13.76 + 36.00) CUM
IN BRIDGE AT 7TH KM = (14.18 + 36.00) CUM
TOTAL = 99.94 CUM
99.94
22
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CONFIRMATORY BORING.
IN BRIDGE AT 5TH KM = 30.00M
IN BRIDGE AT 7TH KM = 20.00 M
TOTAL = 50.00 M
50
23
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Providing and applying 2 coats of water based cement paint to unplastered concrete surface of Crash Barrier after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. IN BRIDGE AT 5TH KM = 138.58 SQM
IN BRIDGE AT 7TH KM = 71.91 SQM
TOTAL = 210.49 SQM
210.49
24
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Dismantling of flexible pavements and disposal of dismantled materials upto a leadof 1000 metres, stacking serviceable and unserviceable materials separately
IN BRIDGE AT 5TH KM = (242.00 + 13.24) CUM = 255.24 CUM
255.24
25
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Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. IN BRIDGE AT 5TH KM = 0.60 HECT.
IN BRIDGE AT 7TH KM = 0.75 HECT.
TOTAL = 1.35 HECT.
1.35
26
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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.
IN BRIDGE AT 5TH KM = (4691.62 + 184.74) CUM
IN BRIDGE AT 7TH KM = 2228.05 CUM
TOTAL = 7104.41 CUM
7104.41
27
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Construction of Embankment 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) IN BRIDGE AT 5TH KM = (6014.95 + 579.844) CUM
IN BRIDGE AT 7TH KM = 6609.28 CUM
TOTAL = 13204.074 CUM
13204.074
28
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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). Rate per cum after adding royalty@Rs 27.48/cum
IN BRIDGE AT 5TH KM = 3284.13 CUM
IN BRIDGE AT 7TH KM = 1559.64 CUM
TOTAL = 4843.77 CUM
4843.77
29
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Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)
IN BRIDGE AT 5TH KM = 3392.75 CUM
IN BRIDGE AT 7TH KM = 3200.59 CUM
TOTAL = 6593.34 CUM
6593.34
30
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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. Grading - V.
IN BRIDGE AT 5TH KM = (807.92 + 66.99) CUM
IN BRIDGE AT 7TH KM = 762.61 CUM
TOTAL = 1637.52 CUM
1637.52
31
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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
IN BRIDGE AT 5TH KM = 750.63 CUM
IN BRIDGE AT 7TH KM = 709.23 CUM
TOTAL = 1459.86 CUM
1459.86
32
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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.
IN BRIDGE AT 5TH KM = 2922.50 SQM
IN BRIDGE AT 7TH KM = 2761.50 SQM
TOTAL = 5684.00 SQM
5684
33
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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.
IN BRIDGE AT 5TH KM = 2922.50 SQM
IN BRIDGE AT 7TH KM = 2761.50 SQM
TOTAL = 5684.00 SQM
5684
34
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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 granular surface cleaned with mechanical broom.
IN BRIDGE AT 5TH KM = 2922.50 SQM
IN BRIDGE AT 7TH KM = 2761.50 SQM
TOTAL = 5684.00 SQM
5684
35
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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 @ 4.5% 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 MOSRT&H specification clause No. 507 (5th revision) complete in all respects.) with VG-30 Grade Packed Bitumen. GradingII(19 mm nominal size).
IN BRIDGE AT 5TH KM = 175.40 CUM
IN BRIDGE AT 7TH KM = 165.70 CUM
TOTAL = 341.10 CUM
341.1
36
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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 @ 5.4 % 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 MOSRT&H specification clause No. 509 (5th revision) complete in all respects) Grading-II(10 mm nominal size). Packed Bitumen
IN BRIDGE AT 5TH KM = 87.68 CUM
IN BRIDGE AT 7TH KM = 82.85 CUM
TOTAL = 170.53 CUM
170.53
37
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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.)
IN BRIDGE AT 5TH KM = 126.60 SQM
IN BRIDGE AT 7TH KM = 119.321 SQM
TOTAL = 245.92 SQM
245.921
38
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Retro- reflectorised Traffic signs (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.) 60 cm equilateral triangle IN BRIDGE AT 5TH KM = 03 NOS.
IN BRIDGE AT 7TH KM = 03 NOS.
TOTAL = 06 NOS.
6
39
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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)
IN BRIDGE AT 5TH KM = 40.00 M
IN BRIDGE AT 7TH KM = 40.00 M
TOTAL = 80.00 M
80
40
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Solar Powered Road Marker (Solar Stud) Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode.The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280.The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinkikng in 1 Hz.There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhace the life of the marker and a full charge should provide for a minimum autonomy of 50 hours.The height, width and length of the marker shall not be less than 10mmx100mmx100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively.The weight of the marker shall not exceed 0.5 Kilograms.Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer.)
IN BRIDGE AT 5TH KM = 200.00 NOS.
IN BRIDGE AT 7TH KM = 189.00 NOS.
TOTAL = 389.00 NOS.
389
41
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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 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 to IRC-79 and the drawings.)
IN BRIDGE AT 5TH KM = 42.00 NOS.
IN BRIDGE AT 7TH KM = 42.00 NOS.
TOTAL = 84.00 NOS.
84
42
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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. WBM GR- II.
IN BRIDGE AT 5TH KM = 33.495 CUM
33.495
43
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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. WBM GR- III.
IN BRIDGE AT 5TH KM = 33.495 CUM
33.495
44
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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.
IN BRIDGE AT 5TH KM = 334.95 SQM
334.95
45
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Dismantling of Structures
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
IN BRIDGE AT 5TH KM = 1235.85 CUM
1235.85
46
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Stone masonry work in cement mortar 1:3 in substructure complete as per drawing and technical specifications.
IN BRIDGE AT 5TH KM = 61.27 CUM
61.27
47
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Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row . 1200 mm Dia.
IN BRIDGE AT 5TH KM = 80.00 M
80
48
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Printing New Letter and Figures of any Shade (Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade). English and Roman (Hyphens and the like not to be measured and paid for).
IN BRIDGE AT 5TH KM = 2.00 NOS.
2
110
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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 fill 0.01)
1
-
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