Works Department Tender
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Technical
Technical
Financial
Additional Eligibility
Class Of Bidder
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B class and above, C & D class.
Bid Capacity
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The bid capacity required in the given tender to bid having value and formulas is 1% of the estimated contract value (ECV) as the Bid Security, also referred to as the Earnest Money Deposit (EMD), which can be calculated using the formula: Bid Security = 1% of ECV. Additionally, the bid capacity required is also mentioned as "A Class as applicable".
Technical Capacity
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The bidder is required to 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. Additionally, the bidder should have a total financial turn over in respect of Civil Engineering works of an amount not less than the amount put to tender during any three financial years taken together of the last preceding five financial years. The bidder is also required to provide details of works of similar type and magnitude carried out by them, but specific values and percentages for these works are not provided except the 75% value mentioned.
Costs
EMD
₹ 3,01,470Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CERWI_111344_1Tender No
BPT/Online-14/2024-25Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
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Documents
BOQ Items
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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by manual means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoSRT&H Specifications for Road & Bridge works (4th Revision)and as per the direction of engineer in charge.
19596.4
241
4732726.56
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Excavation for road work in soil with hydraulic excavator of 0.90 cum bucket capacity etc
1932
74
144339.72
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Providing granular sub-base (Moroom Sand Admixture) in layers not eceeding 22.5 cm well watered and compaction to the required density in O.M.C with Vibrater roller. etc. complete including cost, carriage, royalty . as directed by the Engineer-in-charge
1334.8
755
1008614.92
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Construction of granular sub-base by providing close graded granular sub base Grading III material as per table 401-1, spreading in uniform layer with moter 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 of MoSRT&H Specification for Road & Bridge works (4 th Revision)
1739.61
1940
3375452.26
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including pre mixing 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 subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H Specifications for Road & Bridge works (4th Revision).
2592.32
2498
6477222.6
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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 0.60 kg/sqm using mechanical means as per Technical Specification Clause 502 of MOSRT&H including cost, conveyance, royalty, taxes of chips and bitumen & other required materials etc. complete and as per direction of Engineer-In-Charge.
13578.75
34
462356.44
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Providing and laying tack coat with penetration grade of bitumen emulsion (RS) of 0.20 Kg per Sqm after scraping cleaning the road surface including cost, conveyance royalty of all materials, T&P labour, hire charges of machinaries etc. complete as per Technical Specification Clause 503 of MOSRT&H and as per direction of the Engineer in charge.
13578.75
12
165796.54
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Providing and laying semi dense bituminous concrete 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 to 5 per cent 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 spefn. clause No. 508 complete.
339.47
10583
3592831.67
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Fine dressing and turfing to the slopes of the road embankment with compact dub gross transported by mechanical means as per the direction of the E.I.C.
10650
20
219709.5
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Earth work in excavation of foundation & plinth in hard soil including levelling the bed etc complete as per the direction of Engineer in charge.
1357.63
269
366152.81
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Providing and filling manually with selected sand in layers not exceeding 200mm thick including watering and compacting with all leads and lifts etc. For finished item of work as per Specification.
292.02
586
171135.4
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P.C.C.( 1:3:6 ) in foundation/Sub structure using 40 mm size H.G. metal well rammed with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. complet and as per the direction of the E.I.C.
-
-
-
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IN FOUNDATION
59.69
5569
332450.02
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Unit cost of NP3 hume pipes including cost of labour for laying hume pipes (900 mm dia.)and as per the direction of Engineer in charge.
-
-
-
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HPC 1000 mm Dia S/R
30
5780
173400.6
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Plain Cement Concrete PCC Grade M15 in open foundation complete as per drawing and technical specifications including hosting and laying, well rammed with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. complete.and as per the direction of Engineer in charge.
-
-
-
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Below Bed Level
319.54
5193
1659422.35
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Above Bed Level
889.07
5335
4743357.37
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R.C.C. M15 grade using 20 mm size and down graded black hard granite (crusher broken) stone chips including hosting and laying, well rammed with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. complete.and as per the direction of Engineer in charge.
-
-
-
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Above Bed Level
37.8
7478
282703.18
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Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical space between vertical post for expansion, complete as per approved drawings and technical specifications.
-
-
-
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Pire Cap,Dirt wall & guard Post
70
2113
147926.1
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R.C.C. M-25 grade using 20 mm size and down graded black hard granite (crusher broken) stone chips including hosting and laying, well rammed with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. complete.and as per the direction of Engineer in charge.
-
-
-
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Below bed level
24.3
6328
153783.77
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Above Bed Level
27.34
6691
182932.76
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Deck slab
24.3
8949
217466.05
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R.C.C. M-30 grade using 20 mm size and down graded black hard granite (crusher broken) stone chips including hosting and laying, well rammed with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. complete.and as per the direction of Engineer in charge.
-
-
-
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Wearing Coat
4.05
6343
25690.97
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Supply of HYSD bars confirming to grade S-415 cutting bending, binding, lapping, splicing, welding etc. (conforming to ISI specification) & jointing if necessary by lapping & tying the grills & placing in position as required for RCC works as per the approved design, hoisting, lowering & laying position including cost & conveyance of tor steel & binding wires of 18 to 20 gauge(as to be approved by the Deptt.) etc. complete (weight of binding wire shall not be considered for payment at all which will be borne by the contractor (standard CO-efficient of different sizes of the steel shall be considered & welding & lapping should confirm to relevant clause of IRC-21/1987)
89.6
9315
834659.84
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Providing gravel backing to revetments including cost, conveyance and royalty, taxes of all materials to the site, all labour, T & P complete as per direction of the Enginer-in-Charge.
33.6
600
20160
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Providing & laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600mm with 40mm metal providing over the entire surface behind abutment, wing wall, return wall etc. complete.
54.22
2548
138163.95
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Cement washing two coats with 1st mark cement paint of approved quality to exterior surface of bridge proper including watering, curing, cost and conveyance of all materials etc. complete as per the direction of the Engineer-in-Charge.
87.48
26
2297.22
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Providing Rough Stone dry packing / pitching in approns and revetments for slope protection including cost and conveyance of all materials to site etc. complete (15cm and above)and as per the direction of Engineer in charge.
114.12
1864
212736.8
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing
337
109
37016.08
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Providing and fixing of typical MMSY informatory sign board with Logo as per MORD specifications
2
10561
21122.02
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Providing and fixing of typical MMSY Citizen Information board
2
15722
31444.46
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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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iI) Ordinary Kilometer stone
4
2320
9282.92
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iii) 200 mm stone
18
700
12607.92
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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 claouse 1701.3.9 of MORD eor rurals road of required shade and colour supported and welded on 47 mm X47 mmX12 SWG sheet tube firmly fixed to the ground by mean of proporly designed foundation with M-15 Grade cement concrete 450X450 X600 mm,600 mm below ground level as per approved drawing clause 1701.2.2
14
2122
29714.3
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Construction fo RCC guard posts of 200 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause.
-
-
-
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200 mm dia RCC guard post.
62
763
47326.46
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