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_76457_2Bid Award Id
ViewTender No
Road Online NCB No.335Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
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ii) Stone/brick masonry
103.95
-
279.81
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iii) Hume pipes upto 600mm dia.
30
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198.91
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Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1 of MoRD & as per direction of EIC.
1350
-
20.26
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Compacting & watering upto OMC, rolling earth work with P.R.R in embankment in layers not exceeding 0.23 m by power road roller including hire & running charges of the roller( measurement to be taken on the finished compacted section of the fill under OMC condition) & as per direction of EIC.
10731.54
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72.91
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Excavation in soil in Hilly area by mechanical means including cutting & trimming of side slopes & disposing of excavated earth with a lift upto 1.5 m & lead upto 20 mtr as per technical specification clause-1603.1 & as per direction of EIC.
9331.29
-
84.21
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Cutting in disintegrated rock not requiring blasting to be removed by pickaxes& crow bars & depositing the materials within 50 mtr initial lead & 1.5 mtr initial lift including rough dressing as per direction & specification of the Department including stacking the usefull materials separately as ordered & as per direction of EIC.
525.44
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398.8
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Excavation in Hilly area in ordinary rock by mechanical means including cutting & trimming of side slopes & disposing of excavated earth with a lift upto 1.5 m & lead upto 20 mtr as per technical specification clause-1603.1 & as per direction of EIC.
1739.42
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94.21
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Construction of embankment with approved materials obtained from borrow pits transporting to site with all lifts and 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 and as per the direction of the Engineer-in-Charge.
1086.61
-
137.3
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Fine dressing and turfing to the slope of the road embankment with compaction dub grass transported by mechanical means as per the directed by the E.I.C.with extra 50 mtr lead & 1.50 mtr extra lift
2811.16
-
18.7
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Moorum filling in shoulders of BT road omplete as per direction of the Engineer in charge.
-
-
-
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Moorum filling in shoulders
405
-
598.13
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Labour for laying Sub Base in layers not exceeding 225 mm watering & compacting to the required density in O.M.C with vibratory Roller including cost, conveyance, royality of all materials etc complete as per direction of Engineer-in-charge.
1494.98
-
917.17
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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)
-
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-
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WMM
1681.85
-
1942.14
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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 0.6 kg/sqm using mechanical means as per Technical Specification Clause 502 & as per direction of EIC.
6934.9
-
35.38
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 & as per direction of EIC.
6934.9
-
13.5
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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
346.74
-
7458.66
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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
173.37
-
9958.02
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Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material & as per direction of EIC.
921.93
-
207.9
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Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108 and 305.3.9 of MoRD & as per direction of EIC.
220.86
-
927.59
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Gravel Backing to Revetments/ underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 & as per direction of EIC.
68.46
-
940.73
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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 EIC.
77.85
-
5181.87
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Providing concrete for plain concrete of M-15 in open foundations complete as per drawings and technical specification clause 802,803,1202,1203 & as per direction of EIC.
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-
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Foundation
21.28
-
4962.79
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Sub Structure
715.06
-
5070.05
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Providing R.C.C of M20 including cost of all labour, T&P etc complete as per direction of EIC and as per MOST Specification & as per direction of EIC
134.4
-
5473.07
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Providing RCC M-25 concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 & as per direction of EIC.
-
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-
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Super Structure
30.48
-
8109.41
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Providing and laying cement concrete wearing course M30 grade excluding reinforcement complete as per drawing and MORD technical specification Clause 800,1000 and 1200 & as per direction of EIC.
3.06
-
5997.61
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing colar with cement mortar 1:2 but excluding excavation,protection works,backfilling, concrete and masonary work in head walls and parapets Clause 1106 & as per direction of EIC.
-
-
-
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1000 mm dia S/R
22.5
-
5939.66
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Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 & as per direction of EIC.
9.92
-
98744.46
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Providing and laying pitching withH.G Stone Boulderslopes laid over prepared surface including cost of all labour T&P etc complete as per direction of EIC
197.58
-
1742.34
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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 Clauses 614, 709, 1204.3.7 and as per direction of EIC.
252
-
106.83
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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 technical specification Clause 1204.3.8 and as per direction of EIC.
35.9
-
2072.73
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Providing and laying of hot applied thermoplastic compound 2.5 mm 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 and free from streaks and holes.
366.62
-
495.14
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Providing and fixing of retro-reflectorised, cautionary, mandatory and informatory sign as per IRC-67 made of high intensity grade sheeting vide clause 801.3 ,fixed over aluminium sheeting, 1.5mm thick supported on mild steel angle post 75m x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 cm x 45 cm x60 cm,60 cm belowground level as per approved drawing.
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i) For 900 mm Equolateral Triangle
30
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6114
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ii) 600mm dia circular ( Speed Limit)
4
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4890
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iii) 800mm x600mm rectangular ( For Place Indentification)
4
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6644
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iv) 600x600 mm square( For Intersection)
4
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6010.48
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v) Asset board 1800mm x 1200mm rectangular
1
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42300
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vi) Main information board 1200mmx900mm rectangular
1
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12508
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Supplying and installing of measurement stones including painting, lettering in accordance with the specifications & as per direction of EIC.
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-
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Ordinary Kilometer stone (Precast)
3
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2233.14
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200m stone (Precast)
7
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837.23
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providing and fixing Guard post with 150 mm dia R.C.C made with R.C C of M15 including cost, conveyance etc complete as per direction of EIC.
248
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435.6
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Providing and fixing of typical D.M.F CITIZEN INFORMATION 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 1700.1 and as per direction of EIC
2
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15358.11
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