Rural Development Department Tender
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The RDD has issued a formal invitation for competitive bids for the Rural Development Department project, for Construction Of Road From Panasuan To Kadamdihi Under Dmf In The District Of Keonjhar. in Kendujhar, Odisha, with an estimated contract value of Rs. 2,54,19,132. The bid opening date for this tender is 27-10-2018 and the last date for bid submission is 12-11-2018. Interested bidders for Rural Development Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Costs
EMD
₹ 2,34,280Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CERWI_50405_4Bid Award Id
ViewTender No
Road Online NCB No.236Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
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Providing and applying tack coat with Bitumen emulsion using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous primed surfaces cleaned with Hydraulic broom as per Technical Specification Clause 503 of MoRD & as per direction of the Engineer-in-Charge.
10710
91035
8.5
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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 and 1204 as per direction of the Engineer-in-Charge.
110.37
445514
4036.55
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Construction of Granular Sub Base with Moorum sand admixure, spreading, grading to required slope and compacting to meet requirement of tables 300.2 with all lead and lifts as per Techn as per direction of the Engineer-in-Charge.
60.75
45339
746.33
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Raft
16.59
82362
4964.58
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Providing and laying reinforced cement concrete as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 as per direction of the Engineer-in-Charge.
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-
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Construction of embankment with approved materials deposited at site from roadway cutting / excavation of foundation and Soil all lead & lift by mechanical means graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 & MORD clause 301.5 as directed by Engineer in charge.
1034.6
47074
45.5
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1000 mm dia HPC S/R
7.5
38510
5134.67
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Fine dressing and turfing including transportation of turfs by mechanical means with all leads and lifts and placing of turfs in position and ramming with thapies including watering and cost of labour and all materials etc. complete as per the direction of the Engineer-in-Charge.
3360
50467
15.02
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Filling in foundation with sand trenches as per drawing and technical specification clause 3005.3.9 as per direction of the Engineer-in-Charge.
324.97
238001
732.38
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Construction of Granular Sub-base by providing close graded Grading-III materials as per clause 401 , 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 desired destiny complete as per clause 401 eof MORT&H Specifications for Road & Bridge works ( Latest Revision ) as per direction of the Engineer-in-Charge.
2313.36
3121000
1349.12
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Earth work in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides, bottom and backfilling with approved materials as per direction of the Engineer-in-Charge.
1460.89
146147
100.04
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Abutment Cap / Rib,pier rib,Hunch
26.3
160727
6111.33
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For 600 mm Circular
11
15949
1449.94
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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 grade of Bitumen, transported to site, laid over a previously prepared surface with a hydroustatic 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 and Bridge work as per direction of the Engineer-in-Charge.
535.5
3259786
6087.37
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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 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 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 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 and construction joints, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification as per clause 1501and direction of Engineer in Charge.
137.7
733171
5324.41
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Providing and laying semi dense bituminous concrete with 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) AR-175/47 as per direction of the Engineer-in-Charge.
267.75
1881805
7028.22
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Providing and laying reinforced cement concrete pipe NP3 on first class bedding (Type-B) of granular material in single row 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 of MoRD & as per direction of the Engineer-in-Charge.
-
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iii) Boundary stone / Guard stone
45
21600
480.02
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With a lead By Manual means
12327.75
1575609
127.81
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Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201 of MoRD by Manual means & as per direction of the Engineer-in-Charge.
8400
11424
1.36
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Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 as per direction of the Engineer-in-Charge.
22.6
56565
2502.89
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Construction of embankment with approved material obtained from borrow pits and transporting to site with all lifts & leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 of MoRD & as per direction of the Engineer-in-Charge.
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-
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Providing, laying, spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriag of mixed material by Tiper to site, laying in uniform layers with paver in sub base/base course on wel prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H specification for Road and Bridge works (4th Revision) as per direction of the Engineer-in-Charge.
2467.13
3981528
1613.83
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Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 of MoRD and as per direction of the Engineer-in-Charge.
10710
247615
23.12
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For 600 mm Equolateral Triangle
5
7429
1485.99
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Gravel backing below approns and revetment
98.7
51125
517.99
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Providing PCC M-15 concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification clause 802,803,1202,1203 as per direction of the Engineer-in-Charge.
869.45
3419894
3933.4
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ii) 200 mm Stone(Precast)
15
7118
474.54
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Supplying, fitting and placing HYSD / TMT reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 of MoRD as per direction of the Engineer-in-Charge.
75.08
486139
6474.61
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Excavation in Hilly Area in Ordinary Rock not requiring Blastig by Mechanical Means including Cutting and Trimming of side slopes and disposing of excavated Earth with a lift upto 1.5m and a lead upto 20m as per Techical Specification Clause 1603.2 as per direction of the Engineer-in-Charge.
60.11
7661
127.46
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i) Ordinary kilometer stone(Precast)
3
4975
1658.4
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Excavation in Hard Rock (blasting prohibited by mechanical means) as per technical specification clause 302 as per direction of the Engineer-in-Charge.
30.05
14612
486.24
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Construction of Shoulder with approaved materials like Moorum obtained from locality with all lift and leads transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.2 with all lead and lifts as per Techn as per direction of the Engineer-in-Charge.
611.2
179973
294.46
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Providing and erecting direction and place identification of semi-reflective sign boards as per IRC:67 made of 2mm thick M.S.sheet duly stove enamelled paint in white colour in front and grey colour on back with red reflective boarder of 70 mm width and required message, letters,figures with reflective engineering grade tape as per MORD specification of required shade and colour. Supported and welded on 47mm x 47mm of 12 SWG Square tube of 3050mm height duly strengthened by 25mm x 5 mm M/s flats iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450mm X 450mm x 600mm,600mm below ground level as per approved drawing and technical specification clause 1701 as per direction of the Engineer-in-Charge.
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-
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600 mm x 450 mm rectangular
10
14429
1442.93
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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 and technical specification Clause 614,709 &1204.3.7 of MoRD and as per direction of the Engineer-in-Charge.
537
59155
110.16
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Providing and fixing of typical 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 as per direction of the Engineer-in-Charge.
2
26214
13107.33
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Excavation in Soil in Hilly Area by Mechanical Means including Cutting and Trimming of side slopes and disposing of excavated Earth with a lift upto 1.5m and a lead upto 20m as per Techical Specification Clause 1603.1 as per direction of the Engineer-in-Charge.
210.37
15927
75.71
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Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 as per direction of the Engineer-in-Charge.
4.66
26413
5668.03
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1000mm dia HPC D/R
45
231060
5134.67
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Reinforced Cement Concrete M15 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 as per direction of the Engineer-in-Charge.
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-
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Deck Slab
16.59
109937
6626.76
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Providing and laying boulder appron for bed protection with stone boulders of minimum size and weight as per table 1300.1,no fragment weighing not less than 25kg laid dry complete as per drawing and Technical Specification clause1301 as per direction of the Engineer-in-Charge.
63.63
88212
1386.33
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i) 900mm equilateral triangle ( turn & reduced carriage way )
8
11887
1485.99
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Providing PCC M-20 concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specification clause 802,803,1202,1203 as per direction of the Engineer-in-Charge.
115.83
510829
4410.17
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