Rural Development Department Tender
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Costs
EMD
₹ 1,64,020Document Cost
Refer DocumentsTender 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
2018_CERWI_49549_12Bid Award Id
ViewTender No
Road Online NCB No.232Tender 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
17640
72324
4.1
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Road-D
11200
45920
4.1
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Road-E
11800
48380
4.1
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Cleaning the existing black topped surface with removal of foreign materials with brooms or soft brushes to receive bituminous treatment.
-
-
-
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Road-A
11250
29812
2.65
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Road-B
11906.25
31551
2.65
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Road-C
11812.5
31303
2.65
... More
Road-D
10500
27825
2.65
... More
Road-E
11062.5
29315
2.65
... More
Labour for scraping cleaning the road surface applying tack coat using 3.0kg of bitumen for 10 Sqm and laying 37.5 mm thick built up spray grouting in one layer 0.45 cum of 25mm to 40mm size hard granite metal and 12.00 Kg penetration grade of bitumen for 10 Sqm in each layer with 0.12 cum of 12 mm size hard granite chips as key stone for 10 Sqm spreading over and laying including heating pouring and spreading over and spreading bitumen metal and chips and rolling with PRR etc complete as per direction of Engineer in charge
-
-
-
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Road-A
1125
252168
224.15
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Road-B
595.31
134480
225.9
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Road-C
590.63
133777
226.5
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Road-D
840
189252
225.3
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Road-E
885
203594
230.05
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer and cleaned with hydraulic broom as per Technical Specification Clause 503. of MORD including cost,lead , lift,royality and taxes of all materials required for the work etc. complete and as per the direction of the Engineer-in-charge.
-
-
-
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Road-A
11250
142875
12.7
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Road-B
11906.25
151209
12.7
... More
Road-C
11812.5
150018
12.7
... More
Road-D
10500
133350
12.7
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Road-E
11062.5
140493
12.7
... More
Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen transporting to the hot mix to work site laying with a hydrostatic paver finisher with sensor control to required grade level and alignment rolling with smooth wheeled vibratory and tendum roller to acheive the desired compaction asper Clause 508 of MoSRT & H specifications for Road & Bridge works (4th revision)
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-
-
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Road-A
320.63
2200259
6862.3
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Road-B
327.42
2253140
6881.5
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Road-C
330.75
2278172
6887.9
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Road-D
294
2017516
6862.3
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Road-E
315.28
2185741
6932.7
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Providing & Filling moorum with ordinary compaction on road berms including cost conveyance of all materials,royalty & all labour charges etc complete for finished item of work.
-
-
-
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Road-A
300
138900
463
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Road-B
79.38
42432
534.55
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Road-C
157.5
79364
503.9
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Road-D
280
135366
483.45
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Road-E
265.5
155503
585.7
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Construction of un-reinforced, dowel jointed at expansion and construction joint only, 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 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 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 debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
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-
-
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Road-A
12.54
63024
5025.9
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Road-B
168.75
855022
5066.8
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Road-E
140.63
729302
5186.15
... More
Earth work for embankment in hard soil.(by manual means with five extra leads over initial lead & lift)
-
-
-
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Road-A
315
81553
258.9
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Road-B
200.03
51787
258.9
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Road-C
255.15
66058
258.9
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Road-D
226.8
58718
258.9
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Road-E
238.95
61864
258.9
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Providing 1KM Stone,5th Km stone & 200 m stones on the road as per approved drawing & specification including cost of all materials, T&P, labour, painting, figuring & fixing etc., complete as per direction of the Engineer-in-charge.
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-
-
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KM Stone
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-
-
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Road-A
4
8446
2111.55
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Road-B
5
10622
2124.45
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Road-C
3
6391
2130.35
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Road-D
2
4241
2120.95
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Road-E
3
6486
2162
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200mtr stone
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-
-
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Road-A
12
6099
508.25
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Road-B
15
7676
511.75
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Road-C
15
7700
513.35
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Road-D
6
3064
510.8
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Road-E
6
3132
522.05
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Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 & as per the direction of the Engineer-in-charge.
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-
-
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600mm equilateral triangle
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-
-
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Road-A
5
7765
1553.15
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Road-B
10
15589
1558.95
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Road-C
10
15615
1561.5
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Road-D
10
15573
1557.3
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Road-E
5
7878
1575.75
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600mm dia circular
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-
-
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Road-A
5
8031
1606.3
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Road-B
10
16121
1612.15
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Road-C
10
16147
1614.7
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Road-D
10
16105
1610.5
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Road-E
5
8144
1628.95
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Painting two coats of weather coat over a coat of cement primer on culverts and road side trees.
-
-
-
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Road-A
500
68700
137.4
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Road-B
300
41220
137.4
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Road-C
500
68700
137.4
... More
Road-D
500
68700
137.4
... More
Road-E
400
54960
137.4
... More
Supplying & Fixing Guard posts as per direction of Engineer in charge. including cost, conveyance of all materials as per specification.
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-
-
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Road-A
102
79009
774.6
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Road-B
45
35109
780.2
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Road-C
105
82183
782.7
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Road-D
104
80979
778.65
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Road-E
80
63708
796.35
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Providing and constructing Informatory Sign board at starting of road with brick masonry of size 1.5 x 0.25 m x 0.90 m on a base of brick masonry of 1.65 x 0.38 m x 0.75 m with sand filling & cement concrete (1:3:6) in foundation base including cement plastering,painting & lettering etc complete as per drawing and direction of Engineer in charge
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-
-
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Road-A
1
6581
6581.4
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Road-B
1
6600
6600.55
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Road-C
1
6609
6609.25
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Road-D
1
6595
6595.3
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Road-E
1
6657
6657.85
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