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
2023_CERWI_85211_7Bid Award Id
ViewTender No
Road Online NCB No. 356Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
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Earthwork in soil using hydraulic excavator 0.9 cum bucket capacity including cutting and loading etc. complete as per direction of Engineer-in-Charge.
28.76
1009
35.1
... More
Construction of embankment with approved materials deposited from roadway cutting and excavation from drrain and foundation and compacted to meet requrement of table 300.1 and 300.2 as per techinca; speification clause 301.5(re use earth)
282.56
8126
28.76
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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.
6142.24
841118
136.94
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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
6867.53
131444
19.14
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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 EIC.
420
140309
334.07
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Construction of Granular Sub Base Grading III material as per table 400-1 spreading in uniform layers with moto grader on prepared surface, mixing by mix in place method with rotavator at OMC & compacting with vibrator roller to achieve the desired density complete as per clause 401 of Mo SRT&H specifications for Road & Bridge works ( 4th revision)
2505.05
3303033
1318.55
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Providing & Laying good quality of moorum in sub-base Layers
5.54
3348
604.34
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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)
2678.26
4293515
1603.1
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Providing, laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing,rolling with three wheel 80-100kN static roller in stages to proper grade and camber, applying and brooming, stone screening/ binding materials to fill-up the interstices of coarse aggregate, watering and compacting to required density as per Technical Specification Clause 405. & as per direction of EIC.
-
-
-
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WBM Grading-II (below cc road)
3.54
7369
2081.71
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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.
11903.36
418879
35.19
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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.
11903.36
152720
12.83
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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 as per direction of Engineer-in-Charge.
595.17
4054661
6812.61
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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
297.59
2745538
9225.91
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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 M-30 (Grade), coarse & fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity & appropriate weigh batcher 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 form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed & plate vibrators and finished in continuous operation including provision of contraction, expansion & construction joints sealant as approved, curing of concrete slabs for 14-days, curing compound (where specified) & water finishing to lines & grade as per drawing & Technical Specification as per direction of the E.I.C.
37
214094
5786.34
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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.
1267.92
278663
219.78
... More
Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108 and 305.3.9 of MoRD & as per direction of EIC.
178.88
131553
735.43
... More
Gravel Backing to Revetments/ underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 & as per direction of EIC.
72
50712
704.34
... More
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.
51.55
243457
4722.75
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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
3.58
15881
4436.25
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Sub Structure
585.41
2659822
4543.52
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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
181.9
889558
4890.37
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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
9.1
808788
88877.81
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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
15
86164
5744.28
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Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 & as per direction of EIC.
158.74
236733
1491.33
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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.
180
19135
106.31
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White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915
20.4
568
27.87
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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.
789.38
390924
495.23
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Providing and fixing of retro- reflectorised, cautionary, mandatory and informetory sign asper IRC-67-2012 made of Class-B retro-reflective sheeting of high intensity and high intensity prismatic grade sheeting as per ASTM D 4956-09 Type-III and IV strictly conforming to Clause 6.7 of IRC 67-2021 and vide clause 801.3, fixed over aluminium sheeting, 2.00 mm thick as per Clouse 6.5.2 of IRC : 67-2021 or A.C.P (Aluminium composite panel) used for sign boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of aluminium with over all thickness of 4mm and aluminium thickness of 0.5 mm on both side supported on mild steel angle post 75mm X 75mm X 6mm and periphery supporting member of M.S angle of 50mm X 50mm X 6mm size firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45cm X 45cm X 75 cm, 60 cm below ground level as per approved drawing including cost, conveyance, royality, taxes of all materials labour, T & P excavation, curing etc. complete, under supervision of Engineer-in-Charge.
-
-
-
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For 900 mm Equolateral Triangle
56
342440
6115
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iii) 600mm dia circular ( Speed Limit)
8
38992
4874
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iv) 800mm x600mm rectangular ( For Place Indentification)
8
53168
6646
... More
vi) 600x600 mm square( For Intersection)
8
48083
6010.48
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vii) Assetboard1800mmx1200mm rectangular
2
84604
42302
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viii) Main informationboard1200mmx900mm rectangular
1
12510
12510
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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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Ordinary Kilometer stone (Precast)
3
6200
2066.9
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200m stone (Precast)
8
6198
774.77
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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.
220
86136
391.53
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