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Technical
Technical
Financial
Additional Eligibility
Class Of Bidder
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The eligible class required by a bidder to participate in the tender is "Class of contractor" of Government of Odisha or of equivalent class with other State Government/Railways/CPWD/MES.
Technical Capacity
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The required prior work experience for the bidder includes completing similar nature of work worth 75% of the estimated cost put to tender during any three financial years, starting from 2020-21 to 2024-25, excluding the current financial year 2025-26. The bidder should also have a minimum annual turnover of civil construction works equivalent to 200% of the annual payment of the work put to tender. Additionally, the total financial turnover in respect of civil engineering works should be at least the amount put to tender during any three financial years taken together, from 2020-21 to 2024-25, excluding the current financial year 2025-26. The required bid capacity should be more than the estimated cost of the work.
Costs
EMD
₹ 2,03,230Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CERWI_113490_4Tender No
BPT/Online-01/2025-26Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Excavation in soil in Hilly area by mechanical means including cutting & trimming of side slopes & disposing of excavated earth with a lift upto 1.5 m & lead upto 20 mtr as per technical specification clause-1603.1
3008.2
140
423075.2611799999
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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 as per MORD technical Specification Clause 301 and direction of the Engineer in Charge (excluding cost of excavation and transportation to site).
704.1852
50
35490.93408
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labour for laying Sub Base in layers not exceeding 225 mm watering & compacting to the required density in O.M.C with vibratory Roller including cost, conveyance, royality of all materials etc complete as per direction of Engineer-in-charge
1350.4725
943
1274654.7491716351
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Supplying & filling moorum of approved quality including watering to complete saturation & ramming with all leads & lifts including cost, conveynance,royality& taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of EIC.
637.5
534
341002.0956414375
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Providing and laying Water Bound Macadam (WBM) grading of coarse aggregate confirming to table :400.7 & 400.8, in compacted layers as per the specifications.( With Crushable Moorum & as per direction of EIC
-
-
-
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Grading-II
487.69259999999997
3704
1806861.4619048845
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Grading-III
572.0699999999999
3812
2181177.496063241
... More
Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.6 kg/sqm using mechanical means as per Technical Specification Clause 502 & as per direction of EIC
6502.5
38
249593.10629785716
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 & as per direction of EIC
6502.5
13
90411.14457642856
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-30 penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508 of MoRD by manual means i.e.,without paver finisher
6502.5
211
1377226.3993631487
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 of MoRD with VG-30 gradebitumen laid by manual means I.e., without chips spreader
6502.5
84
549294.8249762987
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Construction of un-reinforced plain 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 M-30 (Grade), coarse & fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity & appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed & plate vibrators and finished in continuous operation including provision of contraction, expansion & construction joints sealant as approved, curing of concrete slabs for 14-days, curing compound (where specified) & water finishing to lines & grade as per drawing & Technical Specification as per direction of the E.I.C.
202.5
7681
1555445.8122997503
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Fine dressing and turfing to the slope of the road embankment with compaction dub grass transported by mechanical means as per the directed by the E.I.C.
2400
28
68660.33025
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Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
782.428
276
216646.48891999997
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Providing & filling good clean river sand of approved quality including watering to complete saturation & ramming complete including cost conveyance, royalty, Cess & taxes of all materials & cost of all labour & T&P required for the work etc complete as per specification & direction of Engineer-in Charge.
108.386
1065
115487.45072
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Plain cement concrete in Foundation, Nominal mix (1:2.5:5) complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
380.139
6322
2403584.68449
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Plain cement concrete in sub structure, Nominal mix (1:2.5:5) complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
476.8424
6426
3064213.10452
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (M-25)
42.879999999999995
10388
445475.9541930694
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Providing Concrete for reinforced cement concrete of M25 for Railing complete as per drawing and technical specifications Clauses 802,803,1202 & 1203 of MORD and asper direction of Engineer-in charge
20.8
2369
49290.384000000005
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Plain Cement Concrete M20 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 802,803,1109,1202,1203 of MoRD
17.1
6932
118546.09200000002
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Plain Cement Concrete M20 nominal mix) in levelling course below Sub-Structure of Head walls as per drawings & Technical Specification Clause 802,803,1109,1202,1203 of MoRD
16
7035
112570.56
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Providing and laying reinforced cement concrete pipe NP3 for culverts on cement concrete bedding including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. and as per the direction of the Engineer in charge
-
-
-
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1000 mm dia HPC (Single row)
37.5
7391
277177.875
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Supplying, fitting and placing HYSD bar reinforcement (Fe-415) in Superstructure complete as per drawings and technical specifications Clauses 1002,1005,1010 and 1202of MORD and asper direction of Engineer-in charge
4.088
88981
363754.8048652
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 and as per the direction of the Engineer-in-charge.
-
-
-
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Weepholes
265.4
112
29865.462
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ROAD APPURTENANCES
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 and as per direction of EIC
-
-
-
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i.) 600mm equilateral triangle
28
2161
60527.32
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ii) 800mm x600mm rectangular ( For Place Indentification)
2
2316
4632.3
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Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 and as per direction of EIC
4
3352
13408.28
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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 as per Clause 1701.2.2 of MoRD and as per direction of Engineer-In-charge
1
11971
11971.43
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Providing and fixing of typical CITIZEN INFORMATION 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 and as per direction of EIC
3
18559
55678.020000000004
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Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67-2012 made of Class-B retro-reflective sheeting of high intensity and high intensity prismatic grade sheeting as per ASTM D 4956-09 Type-III and IV strictly conforming to Clause 6.7 of IRC 67-2012 and vide clause 801.3, fixed over aluminium sheeting, 2.00 mm thick as per Clause 6.5.2 of IRC : 67-2012 or A.C.P. (Aluminium composite panel) used for sign boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of aluminium with over all thickness of 4mm and aluminum thickness of 0.5mm on both sides supported on mild steel angle post 75mm x 75mm x 6mm, 2 nos and 3 nos horizontal and 1 no vertical extra supporting member of M.S.angle of size 50mm x 50mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 cm x 45 cm x75 cm, 60 cm belowground level as per approved drawing including cost, conveyance, royality, taxes of all materials, labour, T & P, excavation, curing etc. complete, under supervision of Engineer-in-Charge.(1800mmx1200mm Rectangle)
1
28475
28475.7552
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Supplying and installing of measurement stones including painting, lettering in accordance with the specifications and as approved by the engineer.
-
-
-
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Fixing of Km. Stone
15
2653
39797.7
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Fixing or 200m Stone
10
754
7549.099999999999
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providing and fixing Guard post with 150 mm dia R.C.C made with R.C C of M15 including cost, conveyance etc complete as per direction of E.i.C
75
972
72930.75
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Maintenance of BT road
-
-
-
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1 st year
194.52391470271903
323
62926.4437140944
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2nd year
233.42869764326284
323
75511.73245691329
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3rd Year
243.1548933783988
323
78658.05464261801
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4th year
252.88108911353478
323
81804.37682832274
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5th year
262.6072848486707
323
84950.69901402744
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Maintenance of Earthen Shoulder (Filling with fresh selected soil)
-
-
-
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1 st year
79.6875
45
3631.25308940625
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2nd year
103.59375
45
4720.629016228126
... More
3rd Year
111.56250000000001
45
5083.754325168751
... More
4th year
115.54687499999999
45
5265.316979639062
... More
5th year
119.53125
45
5446.879634109376
... More
Maintenance of Earthen Shoulder (stripping of excess soil)
-
-
-
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1 st year
76.5
21
1616.43582
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2nd year
91.8
21
1939.722984
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3rd Year
43.349999999999994
21
915.9802979999998
... More
4th year
87.975
21
1858.901193
... More
5th year
107.1
21
2263.010148
... More
Restoration of Rain Cuts
-
-
-
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1 st year
95.625
552
52833.498609375005
... More
2nd year
76.5
552
42266.79888750001
... More
3rd Year
95.625
552
52833.498609375005
... More
4th year
76.5
552
42266.79888750001
... More
5th year
95.625
552
52833.498609375005
... More
White washing of parapet walls of CD work and tree trunks
-
-
-
... More
1 st year
108
32
3562.515857142857
... More
2nd year
108
32
3562.515857142857
... More
3rd Year
108
32
3562.515857142857
... More
4th year
108
32
3562.515857142857
... More
5th year
108
32
3562.515857142857
... More
Maintenance of Road Signs
-
-
-
... More
1 st year
2
1564
3128.114
... More
2nd year
2
1564
3128.114
... More
3rd Year
2
1564
3128.114
... More
4th year
2
1564
3128.114
... More
5th year
2
1564
3128.114
... More
Maintenance of culverts
-
-
-
... More
1 st year
9
1742
15680.25
... More
2nd year
9
1742
15680.25
... More
3rd Year
9
1742
15680.25
... More
4th year
9
1742
15680.25
... More
5th year
9
1742
15680.25
... More
Maintenance of 200 metre, Km stones
-
-
-
... More
1 st year
2
3243
6487.832399999999
... More
2nd year
2
3243
6487.832399999999
... More
3rd Year
2
3243
6487.832399999999
... More
4th year
2
3243
6487.832399999999
... More
5th year
2
3243
6487.832399999999
... More
Cutting of branches of trees and shurbs from the road way (Assuming)
-
-
-
... More
1 st year
35
179
6290.746
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2nd year
31
179
5571.8036
... More
3rd Year
23
179
4133.9188
... More
4th year
23
179
4133.9188
... More
5th year
24
179
4313.6544
... More
Cutting of shurbsfrom the road way or with in R.O.W
-
-
-
... More
1 st year
132
11
1479.3292800000002
... More
2nd year
126
11
1412.0870400000001
... More
3rd Year
80
11
896.5632
... More
4th year
85
11
952.5984000000001
... More
5th year
70
11
784.4928000000001
... More
Trimming of grasses and weeds from the shoulders
-
-
-
... More
1 st year
318.75
3
1191.8105
... More
2nd year
255
3
953.4484000000001
... More
3rd Year
318.75
3
1191.8105
... More
4th year
318.75
3
1191.8105
... More
5th year
382.5
3
1430.1726
... More
Maintenance of Rcc railing
-
-
-
... More
1 st year
13.96
1832
25578.368029526668
... More
2nd year
13.96
1832
25578.368029526668
... More
3rd Year
13.96
1832
25578.368029526668
... More
4th year
13.96
1832
25578.368029526668
... More
5th year
13.96
1832
25578.368029526668
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