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_84768_3Bid Award Id
ViewTender No
Road Online NCB No. 353Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
... More
Loosening, Levelling and Compacting Original ground Scarified to a depth of 150mm thick.as per the direction of the Engineer in charge.
870
-
23.1
... More
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement as per MORD technical Specification Clause 301 and direction of the Engineer in Charge (excluding cost of excavation and transportation to site).
789.85
-
28.76
... More
Construction of granular sub-base by providing close grade granular sub-base grading-III material as per table-100-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density complete as per clause 401 of MOSRT&H Specifications.as per the direction of the Engineer in charge.
1816.77
-
702.76
... More
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheeled steel roller8-10 tonnes in stages to proper grade and chamber,applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate,watering and compacting to the required density as per clause 404 of MoSRT&H specificarions for Road & Bridge works(4th Revision) .as per the direction of the Engineer in charge.
-
-
-
... More
Side of WBM-II
728.66
-
2130.17
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Grading No.-III (53-22.4 mm size)
415.97
-
2203.79
... More
Providing & applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per clause 502 of MOSRT&H Specifications for Road & Bridges work (4th Revision)as per the direction of the Engineer in charge.
5546.25
-
38.63
... More
Providing & applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per clause 503 of MOSRT&H Specifications for Road & Bridges work (4th Revision).as per the direction of the Engineer in charge.
5546.25
-
13.59
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Providing,laying and rolling of opengraded premix surfacing of 20mm thickness composed of 13.2mm to 5.6mm aggregates with batch type hot mix plant and using 60/70 penetration grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant,laying and rolling with a smmoth wheeled roller 8-10 tonne capacity, finished to required level and grades as per clause 511 of MoSRT&H Specifications for Road & Bridge Works(4th Revision).as per the direction of the Engineer in charge.
5546.25
-
184.74
... More
Providing and laying 6mm thick precoated seal coat Type-B using 0.06cum of 6.7mm size chips and 6.80kg of 60/70 penetration grade of bitumen for 10sqm with 100-120 TPH as per the direction of the Engineer in charge.
5546.25
-
76.85
... More
Fine dressing and turfing with one extra lead of 50m and 1.5m one extra lift as per Sepification and direction of Engineer-in-charge.
10963
-
17.74
... More
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 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 and 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 and plate vibrators and finished in continuous operation including provision of contraction, expansion and construction joints, applying sealant, 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 direction of the Engineer-in-Charge.
1067.18
-
5833.45
... More
Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge.
1128.36
-
199.58
... More
Filling sand-Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
126.33
-
886.19
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Providing laying R.C.C. Hume pipe NP3 class for culverts including fixing collar with cement mortar 1:2 but excluding excavation, protection work, backfilling,concrete and masonry work in head walls and parapets clause 1106 of MORD specification for Rural roads and as per irection of Engineer-in charge.
90
-
5643.29
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Plain cement concrete M-15 grade complete as per drawing and technical specification.as per the direction of the Engineer in charge.
-
-
-
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In Foundation
73.32
-
4477.84
... More
In Sub-Structure
319.8
-
4580.98
... More
P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.(AR-2006-P-43)Per one cumas per the direction of the Engineer in charge.
120.03
-
4819.99
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Rough Stone Dry Packing in approns and Revetment with hard Granite Stones.as per the direction of the Engineer in charge.
90.72
-
1481.82
... More
Plain cement concrete M-20 grade in Sub-Structure complete as per drawing and technical specification.as per the direction of the Engineer in charge.
190.4
-
5130.26
... More
Providing Weep Holes is Brick Masonry/Paln/Rainforced concrete abutment, wing wall / return wall with 100mm dia AC pipe, extending through the full width of the structure wirh slope of IV:2Htowards drawing force etc, complete.as per the direction of the Engineer in charge.
80
-
106.48
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ROAD SIGNAGE
-
-
-
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Information Sign Board
2
-
9236.07
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Asset Board
2
-
42300
... More
Fixing of road cautionary Sign
-
-
-
... More
600mm equilateral triangle
9
-
1917.67
... More
600mm Circular
9
-
1789.7
... More
Providing Reference B.M.
2
-
3500
... More
Fixing of Ordinary KM stone
3
-
1917.99
... More
Fixing of 200 metre stone
12
-
584.55
... More
Guard Post
60
-
593.6
... More
Maintenance of road for five years
-
-
-
... More
Restoration of rain cuts with soil, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and MORD technical specifications Clause 1902 by manual means as per direction of the Engineer in charge
-
-
-
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1st Year
108.75
-
303.83
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2nd Year
130.5
-
303.83
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3rd Year
152.25
-
303.83
... More
4th Year
174
-
303.83
... More
5th Year
195.75
-
303.83
... More
Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per MORD technical specification Clause 1903 as per direction of the Engineer in charge.
-
-
-
... More
1st Year
271.88
-
37.21
... More
2nd Year
326.26
-
37.21
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3rd Year
380.63
-
37.21
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4th Year
435.01
-
37.21
... More
5th Year
489.38
-
37.21
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Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903.
-
-
-
... More
1st Year
543.75
-
14.75
... More
2nd Year
652.5
-
14.75
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3rd Year
761.25
-
14.75
... More
4th Year
870
-
14.75
... More
5th Year
978.75
-
14.75
... More
Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type C as per MORD technical specification Clause 503, 508, 510, 1904 as per direction of the Engineer in charge.
-
-
-
... More
1st Year
271.88
-
290.45
... More
2nd Year
326.26
-
290.45
... More
3rd Year
380.63
-
290.45
... More
4th Year
435.01
-
290.45
... More
5th Year
489.38
-
290.45
... More
Maintenance of 200 metre, km stones & 5th Km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 of MORD as per direction of the Engineer in charge.
-
-
-
... More
1st Year
1.45
-
719.95
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2nd Year
1.45
-
719.95
... More
3rd Year
1.45
-
719.95
... More
4th Year
1.45
-
719.95
... More
5th Year
1.45
-
719.95
... More
Cutting of branches of trees from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge.
-
-
-
... More
1st Year
7
-
131.68
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2nd Year
7
-
131.68
... More
3rd Year
7
-
131.68
... More
4th Year
7
-
131.68
... More
5th Year
7
-
131.68
... More
Cutting of shurb from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge.
-
-
-
... More
1st Year
58
-
8.08
... More
2nd Year
58
-
8.08
... More
3rd Year
58
-
8.08
... More
4th Year
58
-
8.08
... More
5th Year
58
-
8.08
... More
Triming of grass and weeds from the shoulder/berms and disposal the same to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge
-
-
-
... More
1st Year
326.25
-
2.7
... More
2nd Year
391.5
-
2.7
... More
3rd Year
456.75
-
2.7
... More
4th Year
522
-
2.7
... More
5th Year
587.25
-
2.7
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