Rural Development Department Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_CERWI_75438_5Bid Award Id
ViewTender No
Tender Online CC-35 of 2021Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
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Providing & laying of hot applied thermoplastic compond 2.5mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform & free from streaks & holes as per drawing and Technical Specifications of MoRT&H clause 803 and as per direction of Engineer-in-Charge.
832.32
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Fine dressing and turfing including transportation of turf 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 specification and direction of the Engineer-in-charge.
12240
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Construction of granular sub-base by providing close graded granular sub-base Grading-III material as per table-400-1, 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 the desired density complete as per clause 401 of MoSRT&H specification for road and bridge works including cost, conveyance,royalities of all materials cost of all labour, T&P etc. required for the work complete as per specification and direction of Engineer-in-charge.
3600.46
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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 mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in Sub-base/ base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to acheive the desired density including lighting, barricading and maintenance of diversion, etc. as per Tables 400.11 & 400.12 and Technical specification Clause 406 and as per direciton of the Engineer-in-charge.
4615.36
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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 for low porosity surface including cost, conveyance, royalty of materials, labour charges, T&P etc, required for the work complete as per clause 502 of MoRT&H specification and direction of Engineer in Charge.
45777.6
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Providing and applying tack coat with Bitumen emulsion (RS) at the rate of 0.30 kg per sqm using emulsion pressure distributor on the prepared granular surfaces treated with primer using mechanical means including cost, conveyance, royalty of materials, labour charges, T&P etc, required for the work complete as per clause 503 of MoRT&H specification and direction of Engineer in Charge.
23337.6
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Providing and laying bituminous macadam with hot mix plant using crused aggregates of specified grading premixed bituminous binder of 60/70 penetration to site, laid over a previously prepared surface with a hydrostatic 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 & Bridge works.
1144.44
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Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading (Grading-II), 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)
572.22
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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, 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 1501 of MoRD and direction of Engineer in Charge.
929.02
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Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge.
6753.18
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Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
297.7
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P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality of all material and labour,T & P etc.Complete.
185.36
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Plain cement concrete M-15 grade in Foundation complete as per drawing and technical specification.
64.1
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Plain cement concrete M-15 grade in Sub-Structure complete as per drawing and technical specification.
588.71
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Supplying and laying R.C.C. Hume pipes of NP3 class(confirming to relevant IS specification) for culverts including fixing collar with cement mortar 1:3 including cost, conveyance royality, labour, T&P,all other materials required for the work etc.complete as per specification and direction of Engineer-in-charge.
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600 mm dia
25
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1000 mm dia
65
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Rough stone dry packing in aprons & revetments with hard granite stone of 30cm. & above size having individual weight not less than 40kg. of approved quality from approved quarry including cost, conveyance royality of all materials, cost of all labour including filling the interstics with small key stones by wedging & hammering & finishing to proper slope including dewatering & T&P articles etc. required for the work complete as per specification & direction of the Engineer-in-Charge.
26.34
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Providing weepholes in brick/stone masonry, Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipes, extending through the full width of the structures with slope of 1(V):20(H) towards drawing face including cost, conveyance, royalty of materials, labour charges, T&P etc, required for the work complete as per specification and direction of Engineer in Charge.
210
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Providing and fixing of typical MMSY 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 Clause 1701 and Annexure 1700.1 of MORD Specification for Rural roads including cost,conveyance,royalty of all materials, labour charges, T&P etc. required for the work complete as per specification and direction of Engineer-in-charge.
2
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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 Clause 1701.2.2 of MORD Specification for Rural roads including cost,conveyance,royalty of all materials, labour charges, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge.
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600mm equilateral triangle
15
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600mm dia circular
20
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Reinforced cement concrete M15 grade Kilometer stone of standard design as per IRC:8 fixing in position including painting & printing etc. as per the drawing & technical specification clause 1703 of MoRD and as per direction of Engineer-in-Charge.
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Fixing of 5th KM stone
1
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i) Ordinary kilometer stone(Precast)
6
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ii) 200 m Stone(Precast)
20
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Construction of RCC guard posts/ Bound ary stone of 200mm to 250mm dia M15 grade cast-in-situ with 20 mm and down graded 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 1608.2 of MoRD and as per direction of the Engineer-in-Charge.
223
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Maintenance
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Restoration of Rain-cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh materials in layers not exceeding 250mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per clause 1902 of MORD specification for Rural roads by manual means and as per direction of Engineer-in -charge.
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1st Year
537.93
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2nd Year
645.52
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3rd Year
860.69
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4th Year
1161.94
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5th Year
1463.17
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Maintenance of Earthen shoulder (filling with fresh selected soil) Making up loss of materials/ irregularities of shoulders to the design levels by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000m as per clause 1903 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
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1st Year
1500
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2nd Year
1650
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3rd Year
1800
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4th Year
1980
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5th Year
2160
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Maintenance of earthen shoulder Stripping of excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per clause 1903 of MORD specification for Rural roads and as per direction of Engineer-in- charge.
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1st Year
15
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2nd Year
18
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3rd Year
33
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4th Year
39.6
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5th Year
72.6
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Maintenance of Bituminous surface road i.e. repair to pot holes and removal of loose materials, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre mix carpet and seal coat as per clause 1904.2 of MORD specification for Rural roads and as per direction of Engineer-in- charge.
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1st Year
30
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2nd Year
60
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3rd Year
270
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4th Year
300
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5th Year
270
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Cutting of branches of trees from Roadway or with a R.O.W. including disposal of wood and leaves to suitable location as per clause 1914 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
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1st Year
50
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2nd Year
50
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3rd Year
50
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4th Year
50
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5th Year
50
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Cutting of shrubs from roadway or with in R.O.W. and disposal of shrubs to suitable location as per clause 1914 of MORD specification for Rural roads and as per direction of Engineer-in- charge.
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1st Year
200
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2nd Year
200
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3rd Year
200
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4th Year
200
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5th Year
200
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Trimming of grass and weeds from shoulder ,berms and disposing off the same to suitable location as per clause 1914 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
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1st Year
1575
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2nd Year
1890
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3rd Year
2205
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4th Year
2646
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5th Year
3087
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