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_81957_5Bid Award Id
ViewTender No
Road Online NCB No. 349Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
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ii) Reinforced cement concrete
5.4
-
1258.26
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iii) Stone/brick masonry
12.6
-
287.79
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iv) Hume pipes upto 600mm dia.
12
-
205.83
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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
393.75
-
20.3
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Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lift and lead upto 1000 m as per direction of EIC
510
-
3.6
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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) or as per direction of EIC
780.63
-
74.55
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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.
5576.16
-
134.07
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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.
1185
-
18.97
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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 or as per direction of EIC
803.66
-
1677.66
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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) or as per direction of EIC
602.44
-
2503.56
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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
2677.5
-
35.08
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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
2677.5
-
13
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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 Bridge work or as per direction of EIC
133.88
-
7708.52
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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 or as per direction of EIC
53.55
-
8926.92
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Moorum filling in shoulders of road omplete as per direction of the Engineer in charge.
326.25
-
333.07
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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
1413.12
-
215.15
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Sand filling in Foundation Trenches as per drawing and technical specification Clause 1108 and as per direction of EIC.
328.91
-
1004.56
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Plain Cement Concrete (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 or as per direction of EIC
210.5
-
5234.62
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Plain Cement Concrete (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 802,803,1109,1202,1203 of MoRD or as per direction of EIC
158.72
-
5337.76
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(b) In foundation (with shuttering & dewatering)
30.56
-
5284.91
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Plain Cement Concrete M15) in levelling course below Sub Structure of Head walls as per drawings & Technical Specification Clause 1109 and as per direction of EIC.
1103.13
-
4856.24
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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
18.06
-
92240.19
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam (grade-2) specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405 of MoRD by manual means or as per direction of EIC
17.21
-
2442.75
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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.
516.38
-
6398.96
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Providing and fixing of retro-reflectorised, cautionary, Mandatory and informatory sign as per 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 IRC67-2012 and vide clause 801.3, fixed over aluminium sheeting , 2.0mm thick as per Clause 6.5.2 of IRC 67 2012 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 0.5mm on both side supported on mild steel angle post 75mm x 75mmx 6mm and peripheri supporting member of M.S. angle of 50mm x 50mm x 6mm size firmly fixed to the ground by means of properly designed foundation with M15 grade cemet concrete 45cmx45cm x 75cm, 60 cm below ground level as per approved drawing including cost, conveyance, royality, taxes of all material, labour, T & P, excavation, curing etc. complete under supervision of Engineer-in-Charge.
-
-
-
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i) 900mm equilateral triangle (school cautionary board)
2
-
4937.33
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ii) 800mm x600mm rectangular (Hospital informatory)
2
-
5712.94
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iii) 600x450 mm rectangular (Village sign Board)
4
-
4460.04
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iv) 600mm dia Cautionary Board
6
-
4537.6
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v) 900mm dia Cautionary Board
2
-
6858.47
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Providing and erecting direction and place identification retro-reflectorised sign as per 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 IRC67-2012 and vide clause 801.3, fixed over aluminium sheeting , 2.0mm thick as per Clause 6.5.2 of IRC 67 2012 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 0.5mm on both side supported on mild steel angle post 75mm x 75mmx 6mm and peripheri supporting member of M.S. angle of 50mm x 50mm x 6mm size firmly fixed to the ground by means of properly designed foundation with M15 grade cemet concrete 45cmx45cm x 75cm, 60 cm below ground level as per approved drawing including cost, conveyance, royality, taxes of all material, labour, T & P, excavation, curing etc.complete under supervision of Engineer-in-Charge.
-
-
-
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Asset Board (Both side) 1800x1200 rectangular
1
-
21148.49
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Providing and erecting direction and place identification retro-reflectorised sign as per 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 IRC67-2012 and vide clause 801.3, fixed over aluminium sheeting , 2.0mm thick as per Clause 6.5.2 of IRC 67 2012 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 0.5mm on both side supported on mild steel angle post 75mm x 75mmx 6mm and 2nos and horizontal and 1 no vertical extra supporting member of M.S. angle of 50mm x 50mm x 6mm size firmly fixed to the ground by means of properly designed foundation with M15 grade cemet concrete 45cmx45cm x 75cm, 60 cm below ground level as per approved drawing including cost, conveyance, royality, taxes of all material, labour, T & P, excavation, curing etc.complete under supervision of Engineer-in-Charge.
-
-
-
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Main information Board (one side) 1200x900 rectangular
1
-
13738.4
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Supplying and installing of measurement stones including painting, lettering in accordance with the specifications and as approved by the engineer.
-
-
-
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i) Ordinary kilometer stone
2
-
1955.39
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ii) 200 mm Stone
6
-
585.6
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iii) Bench Mark Pillar
5
-
2450
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iv) Reference pillar
15
-
1150
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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 E.I.C
98
-
412.12
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Providing and fixing of typical dmf 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
1
-
15386.51
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Providing and laying reinforced cement concrete pipe NP3 of1000mm dia. for culverts on first class bedding 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 or as per direction of EIC
30
-
5858.11
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Plain cement concrete in Foundation, Nominal mix (1:2.5:5) complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 or as per direction of EIC
6.57
-
4748.98
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P.C.C., Nominal Mix ( 1:2:4) in using 12mm. size chips including centering, shuttering, cost conveyance, royality, taxes etc. of all materials complete or as per direction of EIC Catchpit bed
1.01
-
5138.99
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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 or as per direction of EIC
59.08
-
1762.27
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R.C.C. work of M-250 grade with 12mm. to 20mm H.G. (C.B) chips including hoisting, & laying concrete & watering or as per direction of EIC
-
-
-
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(i) In Foundation
29.25
-
5856.8
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(ii) Substructure
27.34
-
11101.36
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(iii) Deck Slab
27
-
8042.03
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(iv) Wearing Coat
4.05
-
5964.35
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(iv) Approach Slab
7.97
-
6730.89
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(v) Posts and railing
1.81
-
12849.55
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R.C.C. work of M-300 grade with 12mm. to 20mm H.G. (C.B) chips including hoisting, & laying concrete & watering or as per direction of EIC
4.05
-
5985.04
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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 or as per direction of EIC
502.3
-
107.18
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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 or as per direction of EIC
17.05
-
2083.36
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Backfilling with grannular materials below revetment packing as per drawing and technical specification Clause 1108 or as per direction of EIC
35.14
-
695.58
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