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 Tangarpada To Gonasika Under Dmf In The District Of Keonjhar. in Kendujhar, Odisha, with an estimated contract value of Rs. 2,82,41,234. 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
₹ 2,60,290Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CERWI_50405_3Bid 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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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.
2377.32
237827
100.04
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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 of MoRD as per direction of the Engineer-in-Charge.
2
13704
6852.3
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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.
35.93
232180
6462.01
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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.
937.23
3544303
3781.68
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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.
90.85
117065
1288.56
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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.
1885.32
80522
42.71
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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.
10.58
58230
5503.87
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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.
6429.83
54653
8.5
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600 mm dia HPC D/R
30
67570
2252.36
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600 mm dia HPC S/R
37.5
84463
2252.36
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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.
1265.99
6532824
5160.25
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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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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.
1272.03
96305
75.71
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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.
321.49
1934521
6017.36
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For 600 mm Circular
8
11446
1430.82
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ii) 200 mm Stone(Precast)
12
5604
467.02
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Abutment Cap / Rib,pier rib,Hunch
12.26
72908
5946.83
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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.
743.32
218878
294.46
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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
26020
13010.28
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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.
1388.84
1700870
1224.67
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Gravel backing below approns and revetment
98.7
51125
517.99
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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.
2101.25
31560
15.02
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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.
160.74
1108009
6893.18
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Deck Slab
16.88
109082
6462.26
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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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-
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iii) Boundary stone / Guard stone
280
126803
452.87
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600 mm x 450 mm rectangular
10
14238
1423.81
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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.
415.99
271133
651.78
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1000 mm dia HPC S/R
15
76855
5123.72
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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.
661.25
2568837
3884.82
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Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications as per direction of the Engineer-in-Charge.
45
11398
253.31
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With a lead By Manual means
18716.16
2392112
127.81
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i) 900mm equilateral triangle ( turn & reduced carriage way )
5
7334
1466.87
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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.
5223
7103
1.36
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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.
1463.94
2264334
1546.74
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Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MORD technical specification Clause 1204.3.8 and as per direction of the Engineer in charge
308.54
482177
1562.77
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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 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.
491
53975
109.93
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i) Ordinary kilometer stone(Precast)
6
9703
1617.31
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Construction of Granular Sub Base with Gravel & sand admixure in 70:30 proportion including watering, rolling with P.R.R with cost, conveyance, royality of all materials etc complete as per direction of Engineer-in-charge
240.36
171924
715.28
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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.
6429.83
148593
23.11
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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.
228.15
1001192
4388.31
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