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_1Bid 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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ii) Reinforced cement concrete
18
23105
1283.63
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iii) Hume pipes upto 600mm dia.
30
6306
210.22
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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) and as per the direction of the Engineer-in-Charge.
1249.49
94449
75.59
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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.
2119.29
280572
132.39
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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.
3266
62511
19.14
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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 and as per the direction of the Engineer-in-Charge.
732.29
1059704
1447.11
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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) and as per the direction of the Engineer-in-Charge.
473.34
793459
1676.3
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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
2103.75
74030
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
2103.75
27453
13.05
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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 and as per the direction of the Engineer-in-Charge.
105.19
727028
6911.57
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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 and as per the direction of the Engineer-in-Charge.
52.59
428200
8142.25
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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 b and as per the direction of the Engineer-in-Charge.
2271.49
499228
219.78
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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 and as per the direction of the Engineer-in-Charge.
115.31
587556
5095.45
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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 and as per the direction of the Engineer-in-Charge.
88.5
441819
4992.31
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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
537.42
2807256
5223.58
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Supplying and Laying of Heavy duty factory made hydrualically pressed and mechanically compacted free cast interlocking approved brand pavers of 80mm thick coral shaped on preparation of sub base with 50mm sand and levelling laying of interlocking paver block with sand binding and final compaction with plate vibrator finishing the surface including cutting of blocks at the edges with all labour and materials etc. complete as per direction of Engineer-In-Chief.
3937.5
4614120
1171.84
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Moorum filling in shoulders of concrete road omplete as per direction of the Engineer in charge.
180
68131
378.51
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Sand filling in Foundation Trenches as per drawing and technical specification Clause 1108 and as per direction of EIC.
338.99
272727
804.53
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Plain Cement Concrete (1:2.5:5 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 802,803,1109,1202,1203 of MoRD & as per direction of EIC
474.16
2291629
4833.03
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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
12.21
1094910
89673.29
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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. and as per the direction of the Engineer-in-Charge.
67.5
390326
5782.62
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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 and as per the direction of the Engineer-in-Charge.
37.69
60029
1592.77
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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, 1204.3.7and as per direction of EIC.
111.83
11961
106.97
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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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-
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i) 900mm equilateral triangle (school cautionary board)
6
29389
4898.28
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ii) 800mm x600mm rectangular (Hospital informatory)
4
22695
5673.89
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iii) 600x450 mm rectangular (Village sign Board)
4
17683
4420.98
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iv) 600mm dia Cautionary Board
4
17994
4498.54
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v) 900mm dia Cautionary Board
8
54555
6819.41
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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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-
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Asset Board (Both side) 1800x1200 rectangular
1
42300
42300
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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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-
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Main information board (one side) 1200x900 rectangular
1
12508
12508
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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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ii) Ordinary kilometer stone
2
4292
2146.27
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ii) 200 mm Stone
6
4736
789.45
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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
134
53542
399.57
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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 Engineer-in-Charge
1
15470
15470.24
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