Rural Development Department Tender
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Costs
EMD
₹ 90,714Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CERWI_47698_3Bid Award Id
ViewTender No
Tender Online CC-18 of 2018Tender 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 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.
982.34
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming,moorum and sand admixture to fill-up the interstices of coarse aggregate with stone screening materials/ Crushable screening materials/ Stoned screened dust, watering and compacting to the required density as per Technical Specification Clause 404 of MoRTH specification for road & bridge works (4th revision) by manual means and as per direction of the Engineer-in-Charge.
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i) Grading No.-2 (with Stone Screening)
476.44
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ii) Grading No.-3 (with Stone Screening)
415.97
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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.
5546.25
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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.
5546.25
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-30 bitumen @ 1.46 Kg/Sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades by manual means with cost, conveyance, royality of all materials, labour charges, T&P etc, required for the work complete as per specification and direction of Engineer in Charge.
5546.25
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Providing and laying 6mm thick precoated Seal Coat (Type -B) using 0.06 cum of 6.7 mm size chips as per sieve analysis & 6.8 Kg of bitumen per 10 Sqm, including hire & running charges of PRR, hot mix plant, tar boiler & all other T&P articles with cost, conveyance, royality of materials, labour charges etc required for the work complete by manual means as per specification and direction of Engineer in Charge.
5546.25
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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.
3262.45
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Providing and laying granular sub-base with moorum in shoulder in layers not exceeding 100mm watering and compacting to the required density in OMC with PRR with cost, conveyance, royality of materials, labour charges, T & P etc as required for the work complete in all respect as per speification and direction of Engineer in charge.
326.25
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Providing, laying, spreading of moorum in shoulder of Cement Concrete pavement including watering to required thickness with cost, conveyance, royality of materials, labour charges, T & P etc as required for the work complete in all respect as per speification and direction of Engineer in charge.
57.24
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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.
178.88
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Earthwork in excavation for foundation of structures in hard soil upto 3 m depth as per drawing and technical specification includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, and disposal up to a lead of 50m, dressing of sides and bottom and backfilling with excavated suitable materials as per specification and direction of Engineer-in-charge.
106.44
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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.
61.16
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Cement concrete of proportion (1:3:6) in foundation & plinth with 4cm. size black hard granite crusher broken metal of approved quality from approved quarry including hoisting lowering & laying in layers not exceeding 150mm. thick with proper packing & ramming each layer of concrete by means of vibrator including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royality of all material required for the work including supplying & working pumps, T&P articles finishing the exposed surface smooth as per specific ation & direction of the Engineer-in Charge providing groove & beads where necessary complete in all respects.
12.38
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Providing plain cement concrete M-15 (Nominal Mix 1:2.5:5) with clean black hard granite stone aggregates of 40mm & down graded size of approved quality from approved quarry consistent with strength & cover of concrete & laying in position in layers not exceeding 150mm thick in the proper packing by means of vibrator to proper slope and to the required level including hoisting lowering laying concrete providing side shuttering & finishing all exposed surface smooth supplying & working of pumps, labour & T&P articles & all machineries, dewatering if required with cost conveyance, royality of all materials complete in all respect as per specification & direction of the Engineer-in-Charge.
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In Foundation
3.92
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In Substructure
92.21
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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
15
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300 mm dia
15
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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.
75
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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.
45
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Gravel backing to revetments & slopes of road embankment using good laterite moorum below pitching, conveying from stacks stacked at work site or at approved stacking yard with cost, conveyance, royalty of all materials and cost of all labour T&P required for the work complete in all respects as per specification and directed by the Engineer in Charge.
15
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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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i) 900mm equilateral triangle
2
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ii) 600mm dia circular
3
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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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i) Ordinary kilometer stone(Precast)
4
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ii) 200 m Stone(Precast)
7
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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.
69
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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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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
76.98
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2nd Year
98.71
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3rd Year
114.56
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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
504.56
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2nd Year
659.81
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3rd Year
776.25
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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
504.56
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2nd Year
659.81
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3rd Year
776.25
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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
161.72
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2nd Year
233.95
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3rd Year
711.56
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Maintenance of Hume Pipe culverts by way of clearing , cleaning erosion repair, repair to crack, parapet wall and protection work as per clause 1908 of MORD specification for Rural roads and as per direction of Engineer- in- charge.
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1st Year
2
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2nd Year
2
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3rd Year
2
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Maintenance of Road Signs by way of cleaning and repainting of mandatory. Regulatory/ cautionary/ informatory and place identification sign board as per clause 1910 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
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1st Year
1.73
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2nd Year
1.73
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3rd Year
1.73
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Maintenance of 200 m stones and km stones by way of refixing of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200mtr. and KM. stone and 5 km stone as per clause 1912 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
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1st Year
1.73
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2nd Year
1.73
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3rd Year
1.73
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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
9
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2nd Year
9
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3rd Year
9
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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
69
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2nd Year
69
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3rd Year
69
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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
465.75
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2nd Year
465.75
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3rd Year
465.75
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White washing two coats on parapet walls of CD works and tree trunks including preparation of surface by cleaning scraping etc as per clause 1915 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
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1st Year
18
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2nd Year
18
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3rd Year
18
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