Rural Development Department Tender
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Costs
EMD
₹ 1,31,709Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CERWI_51501_6Bid Award Id
ViewTender No
Tender Online CC-25 of 2018Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
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Road-C
4650
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Road-D
1290
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Road-E
2400
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Road-F
6050
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Road-G
5200
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Road-H
3200
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Road-I
9000
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Construction of embankment with approved material obtained from borrow pits with all lifts & leads transporting to site by mechanical means (within a lead of 5Km) spreading, grading to required slope and compacting to meet requirement of Tables 300-2 & Clause 305 of MoSRT&H specifications for road and bridge works (4th revision) and as per direction of the Engineer-in-Charge.
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Road-A
285
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Road-B
247.5
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Road-C
293.75
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Road-D
76
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Road-E
157
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Road-F
296.25
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Road-G
200
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Road-H
90
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Road-I
475
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Earthwork in excavation for foundation of structures in all kinds of soil upto 3 m depth as per drawing and technical specification includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, and disposal up to a lead of 50m, dressing of sides and bottom and backfilling with excavated suitable materials and as per direction of Engineer-in-charge.
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Road-B
20.25
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Road-G
52.65
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Road-I
72
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Removal of BT surface and stacking them away from work site within initial lead of 50m and initial lift of 1.5m etc. including cost, conveyance, royalty of all materials, labour charges, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge.
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Road-A
3000
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Road-B
2831.25
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Road-C
2151
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Road-D
1065
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Road-E
825
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Road-F
3000
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Road-H
600
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Flank dressing to proper camber with cost of labour charges, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge.
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Road-A
3400
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Road-B
7050
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Road-C
2875
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Road-D
860
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Road-E
2037.5
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Road-F
4300
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Road-G
4760
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Road-H
1700
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Road-I
2820
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Providing, laying and spreading of good laterite moorum/ gravel in both side of shoulders to required thickness including watering with cost, conveyance, royalty of all materials, labour charges, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge.
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Road-A
64.8
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Road-C
129.38
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Road-D
61.24
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Road-E
54.6
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Road-F
269.25
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Road-I
236.25
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Labour for scraping, cleaning the road surface applying tack coat using 3.0 kg of bitumen for 10 sqm and laying 75mm thick built up spray grouting in two layers 37.5mm thick each layer using 0.45 cum of 25mm to 40mm size crusher broken hard granite material and 12.00 Kg penetration grade of bitumen for 10 sqm in each layer with 0.12cum of 12mm size hard granite chips as key stone for 10sqm spreading over and laying including heating, pouring and spreading over and spreading bitumen metal and chips and rolling with PRR including hire and running charges of PRR and all other machinaries including cost, conveyance, royalty, labour charges, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge.
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Road-A
43.88
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Road-B
135
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Road-C
66.38
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Road-E
43.88
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Road-F
118.13
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Road-G
91.94
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Road-H
44.63
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Road-I
354.6
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Providing and laying bituminous macadam with hot mix plant using crused aggregates of specified grading premixed bituminous binder of 60/70 penetration to site, laid over a previously prepared surface with a hydrostatic 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 & Bridge works.
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Road-F
90
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Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of 13mm nominal size (Grading-I) premixed with bituminous binder of VG-30 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) including cost, conveyance, royalty, labour charges, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge.
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Road-A
99.45
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Road-B
185.64
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Road-C
90.23
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Road-D
27.75
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Road-E
49.5
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Road-F
142.5
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Road-G
110.93
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Road-H
33.75
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Road-I
114.75
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of H.G stone screening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 404 of MoSRT&H specifications including cost, conveyance, royalty, labour charges, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge.
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Grading No.-3 with Stone screening
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Road-A
225
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Road-B
212.34
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Road-C
161.33
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Road-D
79.88
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Road-E
61.88
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Road-F
225
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Road-H
45
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 kg/sqm on the prepared bituminous / granular surfaces cleaned with mechanical broom as per Clause 503 of MoSRT&H specifications including cost, conveyance, royalty, labour charges, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge.
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Road-A
874.12
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Road-B
4083.75
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Road-C
1232.62
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Road-D
45
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Road-E
811.12
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Road-F
2581.87
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Road-H
555.37
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.40 kg/sqm on the prepared bituminous / granular surfaces cleaned with mechanical broom as per Clause 503 of MoSRT&H specifications including cost, conveyance, royalty, labour charges, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge.
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Road-A
3060
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Road-B
3206.25
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Road-C
2310
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Road-D
1065
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Road-E
1125
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Road-F
3000
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Road-G
4258.06
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Road-H
750
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Road-I
4145.4
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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 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity 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 formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification as per clause 1501 and direction of Engineer in Charge.
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Road-F
60
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Road-G
22.5
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Providing weepholes in brick/ stone masonry, plain / einforced 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 and as per direction of the Engineer-in-Charge.
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Road-B
15
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Road-G
39
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Road-I
50
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Providing and laying of cement concrete of prop. (1:3:6) using 40mm size black hard granite crusher broken stone aggregate including watering, curing and ramming with cost, conveyance, royalty of all materials, labour charges, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge.
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Road-B
26.55
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Road-G
69.03
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Road-I
82.4
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Reinforced cement concrete M15 grade Kilometer stone of standard design as per IRC:8 fixing in position including painting & printing etc. as per the drawing &technical specification clause 1703 of MoRD and as per direction of Engineer-in-Charge.
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Ordinary kilometer stone(Precast)
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Road-A
3
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Road-B
6
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Road-C
3
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Road-D
2
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Road-E
3
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Road-F
4
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Road-G
5
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Road-H
4
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Road-I
5
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Filling in foundation and plinth with sand well watered and rammed including cost, conveyance, royalty of all materials, labour charges, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge.
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Road-B
4.05
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Road-G
10.53
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Road-I
12
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