Rural Development Department Tender
Search from a pool of business opportunities related to Odisha tenders on the online platform of BidAssist. Be it an Odisha PWD tender or a civil aviation tender, one can find every tender Odisha government, as well as PSUs and other organizations, post online. Every tender, active or achieved, is sourced from the eProcurement Odisha website and thus carries full credibility.
Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2023_CERWI_85211_12Bid Award Id
ViewTender No
Road Online NCB No. 356Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
ii) Reinforced cement concrete
30
38508
1283.63
iii) Stone/brick masonry
103.95
30442
292.86
iv) Hume pipes upto 600mm dia.
30
6306
210.22
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.
2556.08
56770
22.21
Construction of Gravel/soil Aggregate Sub Base/Base by providing well graded material of nominal maximum size grading 20 mm as per Table 2.3 of IRCSP 77-2008 dpreading in uniform layers with tractor mount appropriate grading arrangements on prepared surface, mixing by place in method at OMC with tractor mount appropriate rotavator attachment & compaction with 3 wheel 80-100 KN static roller capacity to achieve the desired density complete as per specification contained in para 2.2,3.6&of IRCSP 77-2008 & as per direction of EIC
122.85
78095
635.7
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.
2276.64
65476
28.76
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.
876.39
75263
85.88
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
221520
421.59
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.
247.38
23835
96.35
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.
20610.81
2822444
136.94
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
10930.29
209205
19.14
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.
861.75
287884
334.07
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.
2741.41
3945297
1439.15
Providing, laying, spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the material at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base / base course of well 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 etc. complete as per direction of Engineer-in-Charge.
-
-
-
WMM
2865.52
4785989
1670.2
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.
-
-
-
WBM Grading-II
59.06
130170
2204.04
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.
13328.78
469039
35.19
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.
13328.78
171008
12.83
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 hydrostatic paver finished with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 504 to MoSRT & H specifications for road and Bridge Work.
636.78
4431155
6958.67
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 wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 508 to MoSRT & H specifications for road and Bridge Work.
318.39
2963484
9307.69
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.
420.23
2494225
5935.34
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.
2795.91
614485
219.78
Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108 and 305.3.9 of MoRD & as per direction of EIC.
425.01
347268
817.09
Gravel Backing to Revetments/ underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 & as per direction of EIC.
76
53528
704.34
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.
202.45
985650
4868.54
P.C.C. Nominal mix (1:2:4) in foundation using 12mm. size chips including centering, shuttering, cost conveyance, royality, taxes etc. of all materials complete.
150.07
726879
4843.54
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.
-
-
-
Foundation
97.77
447489
4576.96
Sub Structure
875.72
4102041
4684.22
Plain Cement Concrete M20 (1:2:4) 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.
-
-
-
Wing Wall
82.8
409585
4946.68
Providing RCC M-20 concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification clause 802, 803,1202,1203 & as per direction of EIC.
171.7
864657
5035.86
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.
-
-
-
Foundation
75.06
404520
5389.3
Sub Structure
63.6
680376
10697.75
Super Structure
135.13
1027112
7601.15
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.
7.65
42129
5507.12
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.
-
-
-
1000 mm dia S/R
67.5
391065
5793.57
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.
38.15
3396433
89026.07
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.
497.2
788798
1586.49
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.
293
31216
106.54
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.
54.26
101146
1863.97
Providing supplying fitting fixing of Salitex Board on the expansion joints for the bridge works complete for finished item of work as per clause 2600 of MOST (4th Revision)/ IRC sp. 20 - 2002 and direction of the Engineer-in-charge.
16.56
16753
1011.67
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new plastered /concrete surfaces as per drawing and technical specification under section 1700 of MORD.
90
9055
100.62
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.
1115
552181
495.23
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.
-
-
-
i) For 900 mm Equolateral Triangle
30
183450
6115
ii) 600mm dia circular (Speed Limit)
4
19496
4874
iii) 800mm x600mm rectangular (For Place Indentification)
4
26584
6646
iv) 600x600 mm square( For Intersection)
4
24041
6010.48
v) Asset board 1800mmx1200mm rectangular
2
84604
42302
vi) Main information board 1200mmx900mm rectangular
1
12510
12510
Supplying and installing of measurement stones including painting, lettering in accordance with the specifications & as per direction of EIC.
-
-
-
Ordinary Kilometer stone (Precast)
5
10525
2105.17
200m stone (Precast)
15
11723
781.58
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.
238
93910
394.58
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements