Works Department Tender
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Technical
Technical
Financial
Class Of Bidder
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The class eligibility requirement to bid or participate in this tender is as follows: - Special Class, for estimated cost more than Rs.6.00 Crore & upto Rs.50.00 Crore.
- A Class, for estimated cost more than Rs.1.00 Crore & upto Rs.20.00 Crore.
- B Class, for estimated cost more than Rs. 20.00 Lakh & upto Rs.3.00 Crore.
Bid Capacity
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The bid capacity required in the given tender can be calculated using the formula: Assessed Available Bid Capacity = (A*N*2-B) Where:
A = Maximum value of works executed in any one year B = Value at current price level of the existing commitments and ongoing works to be completed during the time period stipulated in the contract data N = Number of years prescribed for completion of the works for which the bids are invited Additionally, the bidder must demonstrate having Bid Capacity sufficient to meet the aggregate of the qualifying criteria for the individual contracts in case of a package of contracts, and secure at least 80 marks out of 100 based on the machinery and equipment listed. The bid capacity required also includes specific values for certain equipment, such as:
- Hot Mix Plant capacity (60-90 TPH & above)
- Power Road roller capacity (8 to 10 Ton)
- Water Tanker capacity (5 Kilo and above)
- Tipper capacity (10 ton)
- Generator capacity (33 KVA and above)
- Hydraulic excavator: 1.00 cum bucket
- Vibratory Roller: 8-10 Ton capacity
- Concrete Mixer with batch mix arrangement: 15-20 cum The rate of inflation may be taken as 10 per cent per year. The quantity mentioned can be increased or reduced to the extent of 10% for individual items subject to a maximum of 5% over the estimated cost. The total value of Civil Engineering construction work performed in the last five years with a certificate from a Chartered Accountant, and a statement showing the value of existing commitments and ongoing works till the stipulated period of completion are also required.
Technical Capacity
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The required prior work experience for the bidder is in civil engineering works, specifically in construction of Road works. The bidder should have executed similar nature of work worth 75% of the estimated cost put to tender during any three financial years taken together of the last preceding five years excluding the current financial year. Additionally, the intending tenderer(s) should have the total financial turn over in respect of Civil Engineering works of an amount not less than the amount put to tender during any 3 (three) financial years taken together of the last preceding five financial years (excluding the current financial year). The value of civil engineering works executed during the last 5 years is also required, with the values provided in the table. However, no specific percentage of similar works completed is mentioned other than the 75% requirement. The amount for similar works completed is not less than the amount put to tender, but the exact amount is not specified.
Costs
EMD
₹ 3,26,869Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CERWI_109740_3Tender No
Tender Online RWC - 01/25Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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I)Plain cement concrete
125.62
840
105520.8
... More
II) Reinforced cement concrete
13.44
1662
22338.76
... More
iii) Stone/brick masonry
191.8
1576
302439.83
... More
v) Hume pipes above 600mm to 900mm dia.
25
383
9595.5
... More
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.of MORD specification for Rural roads & as per direction of the Engineer-in-charge.
1675.5
6
10053
... More
Re-working of scarified bituminous surface suitably after supplementing base materials with sand and compacting finished surface as per Technical Specifications and as per Clause - 501.8.3.2 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
3351
18
61792.44
... More
Construction of embankment with approved materials obtained from borrow pits with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301of MORD specification for Rural roads and as per the direction of the Engineer-in-Charge.
-
-
-
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(a) By Mechanical means
-
-
-
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5000 mt. lead =
10325.32
200
2074150.28
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Construction of embankment with approved materials deposited at site from road way cutting and excavation from drain & foundation of other strutures graded & compacted to meet the requirement of Tables 300.1 & 300.2 as per clause no.301of MORD specification for Rural roads and as per direction of Engineer-In-Charge.
1677.38
50
84439.31
... More
Fine dressing and turfing including transportation of turfs by mechanical means with all leads and lifts and placing the turfs in position and ramming with thappies including watering and cost of labour and all materials etc complete asper direction of Engineer-in charge.
4468
28
128142.24
... More
Construction of granular sub-base by providing Close graded Granular subbase (Stone screening) Grading-III material as per table 400-1, 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 etc
695.03
1928
1340636.42
... More
Providing and laying spreading and compacting graded stone aggregates 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 old prepared surface and compacting with vibratory roller to achive the desire density as per Clause 406 of MoSRT&H specifications for road & bridges work as per the direction of the E.I.C.
1148.96
2401
2759583.62
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Providing and applying primer coat with bitumen Emulsion [SS-1] on prepared surface of Granular base including cleaning of road surface & spraying primer @ 8.5 kg / 10 sqm using mechanical means as per technical specification clause 502 of MORD and as per direction of Engineer-in charge
6266.37
37
237307.43
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Providing and applying tack coat with bitumen Emulsion [RS-1] using emulsion distributor @ 2.75 kg / 10 sqm on the prepared granular surface treated with primer & cleaned with hydraulic broom as per technical specification clause 503 of MORD and as per direction of Engineer-in charge
6266.37
19
123823.47
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Providing and laying Bituminous Macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 504 of MoSRT&H Specifications for Road & Bridge works (4th Revision)
313.32
7666
2402033.31
... More
Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, 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 wheelede, vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (4th Revision)
156.66
9722
1523059.49
... More
Construction of Unreinforced cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork, laying and fixing of 125 micron thick polythene film, wedges including levelling the formwork as per drawing, spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert , admixtures as approved, curing of concrete slabs for 14-days with curing compound and water, finishing to lines and grade as per drawing and Technical Specification Clause 1501 of MORD and asper direction of Engineer-in charge.
1108.83
7033
7798822.75
... More
Providing and laying 80mm thick factory made cement concrete interlocking paver block of M40 grade made by block making machine with strong Vibratory compaction, of approved size,design & shape,laid in required colur and pattern over and including 50mm t
244.42
653
159694.25
... More
Earthwork in excavation for foundation of structures in all kinds of soil upto 3 m depth as per drawing and technical specification Clause 305 of MORD specification for Rural roads includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, and disposal up to a lead of 50m, dressing of sides and bottom and backfilling with excavated suitable materials and as per direction of Engineer-in-charge.
700.41
270
189741.07
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Excavation for Road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slope, inaccordance with requirements of line carriage by mecanical means in foundation in all soil with all leads & lift etc. complete.
1695.85
74
126713.91
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Filling in foundation trenches with approved quality of sand as per drawing and technical specification clause 1108, 305.3.9 & 1200 of MORD and as per direction of Engineer in charge
577.33
1498
865129
... More
Providing and laying hard stone boulder in Appron for bed protection with stone boulder of minimum size and weight, no fragment weighing less than 25 kg laid dry complete as per drawing and technical Specification clause 1301 of MORD specification for Rural roads and as per direction of Engineer-in-Charge.
26.64
2273
60560.18
... More
Providing and laying reinforced cement concrete pipe (NP3) for culverts including fixing collar with cement mortar 1:2 but excluding excavation,protection works,backfilling, concrete and masonry work in head wall and parapets as per MORD technical Specification Clause 1100 etc complete and as per direction of Engineer-in-Charge.
-
-
-
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i) 1000 mm dia
30
6500
195014.1
... More
ii) 600 mm dia.
30
2895
86877.3
... More
Plain Cement Concrete in levelling course below open foundation of Head walls and in sub stucture as per drawings & Technical Specification Clause 1109, 1302.5,802,804,805,806,807,1202 and 1204 of MORD specification for Rural roads and as per direction of Engineer-in-Charge.
-
-
-
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P.C.C Nominal mix (1:2.5:5)/m15
652.76
5779
3772424.06
... More
R.C.C grade M 20,
29.4
6621
194671.81
... More
Plain/reinforced cement concrete in Sub structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 of MORD specification for Rural roads and as per the direction of the Engineer-in-Charge.
-
-
-
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i) P.C.C Nominal mix (1:2.5:5)
577.07
5843
3372368.23
... More
Providing and laying reinforced cement concrete in Superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 of MORD specification for Rural roads as per direction of the Engineer-in-Charge.
-
-
-
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R.C.C M 25
59.75
8683
518861.83
... More
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 of MORD specification for Rural roads and as per the direction of the Engineer-in-Charge.
25.37
88719
2250818.79
... More
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new plastered /concrete surfaces as per drawing and technical specification of MORD specification for Rural roads and as per the direction of the Engineer-in-Charge.
133.84
115
15399.63
... More
Providing Weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall etc.all complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 of MORD specification for Rural roads and as per direction of Engineer-in- charge.
213.5
111
23892.79
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Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 of MORD specification for Rural roadsas per direction of the Engineer-in-Charge.
-
-
-
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ii) 600mm equilateral triangle
8
2095
16761.68
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ii) 600mm dia circular
4
2140
8561.12
... More
Supplying and installing of reinforced cement concrete M 15 grade Kilometer stone/ local stone of standard design as per IRC : 8 fixing in position including painting, and printing etc. as per drawing and technical specification clause 1703 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
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i) Ordinary kilometer stone
4
2502
10008.12
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ii) 200 M Stone
9
726
6537.42
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Providing & fixing of M-15 grade Guard stone / boundary stone of standard design as per IRC-25 fixed position including finishing and lettering as per drawing and Technical Specifications of MORD specification for Rural roads clause 1704 as per direction of Engineer-in-charge.
100
765
76566
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Providing and fixing of typical informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
1
11903
11903.48
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Direction and place identification signs more than 0.90 sqm sign board
2
3247
6494.48
... More
Providing and fixing of typica Citizens information board as per MORD specifications and drawing. Three MS Plates of 50 X 5 mm thick, back plate duly welded with 75mm dia steel tubes back on edges as per drawings. The lower & upper plate will be welded with MS flat iron frame of 50mm x 5mm. The steel tubes duly embeded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm below ground level. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 and as per direction of Engineer-in-charge.
-
-
-
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Including Maintenance Board
3
13095
39287.34
... More
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.
273.27
280
76775.21
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Miantenance
-
-
-
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Restoration of Rain-cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh materials in layers not exceeding 250mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawing and technical specifications clause 1902 of MORD specification for Rural roads by manual means and as per direction of Engineer-in -charge.
-
-
-
... More
1st Year
317.52
408
129833.93
... More
2nd Year
381.02
408
155799.08
... More
3rd Year
444.53
408
181768.32
... More
4th Year
508.03
408
207733.47
... More
5th Year
571.54
408
233702.71
... More
Maintenance of Earthen shoulder (filling with fresh selected soil) Making up loss of materials/ irregularities of shoulders to the design levels by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000m as per Technical specification clause 1903 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
... More
1st Year
720
51
37036.8
... More
2nd Year
864
51
44444.16
... More
3rd Year
1008
51
51851.52
... More
4th Year
1152
51
59258.88
... More
5th Year
1296
51
66666.24
... More
Maintenance of earthen shoulder Stripping of excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawing and technical specification clause 1903 of MORD specification for Rural roads and as per direction of Engineer-in- charge.
-
-
-
... More
1st Year
720
20
14997.6
... More
2nd Year
864
20
17997.12
... More
3rd Year
1008
20
20996.64
... More
4th Year
1152
20
23996.16
... More
5th Year
1296
20
26995.68
... More
Maintenance of Bituminous surface road i.e. repair to pot holes and removal of loose materials, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre mix carpet and seal coat 1904.2 of MORD specification for Rural roads and as per direction of Engineer-in- charge.
-
-
-
... More
1st Year
18.5
311
5756.28
... More
2nd Year
36.99
311
11509.44
... More
3rd Year
55.49
311
17265.71
... More
4th Year
73.99
311
23021.99
... More
5th Year
92.48
311
28775.15
... More
Maintenance of Hume Pipe culverts by way of clearing , cleaning erosion repair, repair to crack, parapet wall and protection work as per drawing and technical specification clause 1908 of MORD specification for Rural roads and as per direction of Engineer- in- charge.
-
-
-
... More
1st Year
6
1713
10279.26
... More
2nd Year
6
1713
10279.26
... More
3rd Year
6
1713
10279.26
... More
4th Year
6
1713
10279.26
... More
5th Year
6
1713
10279.26
... More
Maintenance of Road Signs by way of cleaning and repainting of mandatory. Regulatory/ cautionary/ informatory and place identification sign board as per drawing and technical specification clause 1910 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
... More
1st Year
2.4
1426
3422.98
... More
2nd Year
2.4
1426
3422.98
... More
3rd Year
2.4
1426
3422.98
... More
4th Year
2.4
1426
3422.98
... More
5th Year
2.4
1426
3422.98
... More
Maintenance of 200 m stones and km stones by way of refixing of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200mtr. and KM. stone and 5 km stone as per drawing and technical specification clause 1912 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
... More
1st Year
2.4
1004
2410.97
... More
2nd Year
2.4
1004
2410.97
... More
3rd Year
2.4
1004
2410.97
... More
4th Year
2.4
1004
2410.97
... More
5th Year
2.4
1004
2410.97
... More
Cutting of branches of trees from Roadway or with a R.O.W. including disposal of wood and leaves to suitable location as per technical specification clause 1914 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
... More
1st Year
24
176
4226.64
... More
2nd Year
48
176
8453.28
... More
3rd Year
72
176
12679.92
... More
4th Year
96
176
16906.56
... More
5th Year
120
176
21133.2
... More
Cutting of shrubs from roadway orwith in R.O.W. and disposal of shrubs to suitable location as per technical specification clause 1914 of MORD specification for Rural roads and as per direction of Engineer-in- charge.
-
-
-
... More
1st Year
48
10
526.56
... More
2nd Year
72
10
789.84
... More
3rd Year
96
10
1053.12
... More
4th Year
120
10
1316.4
... More
5th Year
146
10
1601.62
... More
Trimming of grass and weeds from shoulder ,berms and disposing off the same to suitable location as per technical specification clause 1914 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
... More
1st Year
648
3
2371.68
... More
2nd Year
648
3
2371.68
... More
3rd Year
648
3
2371.68
... More
4th Year
648
3
2371.68
... More
5th Year
648
3
2371.68
... More
Maintenance of RCC railing to bring it to the original shape, cleaning and repainting as per drawings and technical specification clause 1911 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
... More
1st Year
2
1664
3329.6
... More
2nd Year
2
1664
3329.6
... More
3rd Year
2
1664
3329.6
... More
4th Year
2
1664
3329.6
... More
5th Year
2
1664
3329.6
... More
White washing two coats on parapet walls of CD works and tree trunks including preparation of surface by cleaning scraping etc as per technical specification clause 1915 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
... More
1st Year
10
36
364.5
... More
2nd Year
10
36
364.5
... More
3rd Year
10
36
364.5
... More
4th Year
10
36
364.5
... More
5th Year
10
36
364.5
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