Rural Development Department Tender
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Costs
EMD
₹ 2,60,290Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CERWI_50032_3Tender 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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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.
1920.76
82035
42.71
... More
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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With a lead By Manual means
18680.73
2387584
127.81
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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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Filling in foundation with sand trenches as per drawing and technical specification clause 3005.3.9 as per direction of the Engineer-in-Charge.
431.52
281256
651.78
... More
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.
1629.2
1995232
1224.67
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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 direction of the Engineer-in-Charge.
743.32
218878
294.46
... More
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
2303509
1573.5
... More
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
127503
19.83
... More
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
46873
7.29
... More
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
1739874
5411.91
... More
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
973674
6057.45
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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
6532343
5159.87
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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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1000 mm dia HPC S/R
15
76855
5123.72
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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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Providing concrete for plain concrete of M-10 in open foundations complete as per drawings and technical specification clause 802,803,1202,1203 as per direction of the Engineer-in-Charge.
8
31386
3923.25
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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.
956.47
3617063
3781.68
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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 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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Deck Slab
16.88
108903
6451.61
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Abutment Cap / Rib,pier rib,Hunch
12.26
72816
5939.38
... More
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
58204
5501.37
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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
222737
6199.2
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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.
493.5
54250
109.93
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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
310.04
484521
1562.77
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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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Gravel backing below approns and revetment
99.45
51514
517.99
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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.
254.88
1118492
4388.31
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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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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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i) Ordinary kilometer stone(Precast)
6
9674
1612.37
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ii) 200 mm Stone(Precast)
12
5541
461.77
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iii) Boundary stone / Guard stone
280
125776
449.2
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Providing and fixing of typical PMGSY 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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Providing and fixing of typical PMGSY 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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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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i) 900mm equilateral triangle ( turn & reduced carriage way )
5
7334
1466.87
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For 600 mm Circular
8
11446
1430.82
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600 mm x 450 mm rectangular
10
14238
1423.81
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