Rural Development Department Tender
... More
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Costs
EMD
₹ 2,53,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CERWI_138806_1Tender No
NCB-27/RWCKJR/2024-25Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
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Road - B
4054
8
33526.58
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Road - C
4486
8
37099.22
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Scrapping, cleaning the road surface applying tack coat using 3.00kg of bitumen for 10sqm and laying of one layer of 37.5mm thick by using 0.45cum of 25mm to 40mm grade bitumin for 10 sqm in each layer with 0.12 cum of 12mm size B.H.G. C.B chips as key stone for 10 sqm.spreading over and laying induding heating pouring, spreading bitumirl metal and chips and compacting with P.R.R including cost ,conveyance royalty taxes of all required metterials,hire and running chsrges of mechinaries T&P etc complete as per direction of the Engineer-in-charge
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-
-
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Road - A
586.98
355
208460.08
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Road - B
70
335
23469.6
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Road - C
352.77
342
120753.17
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Providing and applying painting over the plastered surfaces with 2 coats of cement paint of approved quality and shade, using the required quanity as specified by the manufacturer to give an even shade including cost of all materials, labour, conveyance, taxes, cess, royalities, scaffolding, watering, curing, sundries, tools and plants etc. complete as per the direction of the Engineer-in-Charge.
-
-
-
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Road - A
165.94
44
7344.5
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Road - B
126.5
44
5598.89
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Road - C
218.42
44
9667.27
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200 mm stone
-
-
-
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Road - A
28
703
19691
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Road - B
12
690
8285.76
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Road - C
20
691
13838.8
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Reinforced cement concrete M15 grade Guard stone/local stone of standard design as per IRC:25 fixed position including finishing as per drawing and Technical specification Clause of MORD.
-
-
-
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Road - A
66
990
65395.44
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Road - B
27
984
26586.9
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Road - C
40
985
39426.8
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Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 7 as per the direction of the Engineer-in-charge.
-
-
-
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(a) 600 mm equilateral Triangle
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-
-
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Road - A
8
3552
28418.8
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Road - B
4
3487
13950.8
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Road - C
6
3524
21144.36
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(b) 600 mm dia Circular
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-
-
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Road - A
8
4496
35971.52
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Road - B
3
4431
13295.37
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Road - C
8
4468
35745.28
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80 mm x 60 mm rectangular
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-
-
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Road - A
6
5068
30413.04
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Road - B
2
5004
10008.4
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Road - C
4
5040
20162.24
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1200 x 900 information board
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-
-
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Road - A
3
9529
28587.33
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Road - C
4
9500
38003.32
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Construction of embankment with approved materials obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5 kms, spreading and grading to required slope and compacting meet requirement of table 300-2 & clause 305 of MoSRT&H specifications 94th revision)
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-
-
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Road - A
599.22
223
134069.48
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Road - B
79.8
223
17854.45
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Road - C
1782.6
223
398838.92
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Providing supplying and spreading moorum on road surface to required thickness including cost carriage and royalty of moorum etc complete.as per specification and direction of Engineer -in –charge
-
-
-
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Road - A
195.5
613
119884.51
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Road - B
263.7
613
161706.11
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Road - C
291.8
613
178937.6
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Providing Cement Concrete (1:2:4) with 12mm stone aggregate in foundations upto a depth of 1.5m below ground level and upto a height of 1.5m above ground level / bed level including cost and conveyance of all materials to site, and all labour charges complete as per direction of E.I.C.
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-
-
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Road - A
66.12
7279
481298.72
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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
61.65
6807
419694.71
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Labour for M.S. reinforcement for RCC work including cutting, bending, binding and tying the grills and placing in position including cost of binding wire 18 to 20 gauge. including cost, conveyance, royalty and other taxes of all materials, labour, sudries, T&P, all taxes, royalites, loading and unloading etc complete as per the direction of Engineer-in-Charge as per the approved specification.
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-
-
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Road - A
5.7
8386
47800.26
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Cement concrete (1:3:6) using 40mm size B.H.G C.B chips lauingin layers not exceeding 150mm ramming in rammer,watering and curing etc. complete as per the direction of Engineer-in-Charge as per the approved specification.
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-
-
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Road - C
105.15
6128
644391.8
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Providing weep holes in Brick masonary / Plain / Reinforced concrete abutment, wing wall / returning wall with 100mm dia AC pipe, extending through the full width of the structure with slope of IV : 20H towards drawing foce, complete as per the direction of the E.I.C.
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-
-
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Road - C
29.4
108
3204.01
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Earth work in excavation of foundation in hard soil with all leads and lift including rough dressing breaking clods and leveling bed and depositing the excavated materials away from the working area etc. complete as directed E.I.C.
-
-
-
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Road - C
93.6
270
25356.24
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Providing filling foundation and plinth with sand well watered and rammed with rammer including cost of al materials and labour T&P etc complete as per the direction of Engineer-in-Charge as per the approved specification.
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-
-
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Road - C
21.45
722
15507.71
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Part-III (RENEWAL COAT)
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-
-
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Cleaning the existing black topped surface with removal of foreign materials with brooms or soft brushes and finally dusting with old gunny bags and / or compressed air to receive bituminous treatment.as per direction of Engineer in charge.
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-
-
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Road - A
5892.6
5
31525.41
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Road - B
3069
5
16419.15
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Road - C
11268.28
5
60285.3
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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 & cleaned with Hydraulic broom as per the direction of the Engineer-in-charge
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-
-
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Road - A
5892.6
14
82555.33
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Road - B
3069
13
42781.86
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Road - C
11268.28
14
157868.6
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Providing and laying Bituminous Macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504 and as per the direction of the Engineer-in-charge.
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-
-
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Road - A
51.3
7618
390851.62
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Road - B
91.81
7838
719618.72
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Road - C
35.42
7337
259899.56
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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, transported to site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled,vibratory roller and tandem rollers to achieve the desired compaction as per Clause-508 of MoSRT&H Specification for Road & Bridge works(4th Revision) as per specification and direction of Engineer -in –charge.
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-
-
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Road - A
147.3
10657
1569832.07
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Road - B
76.73
10839
831698.72
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Road - C
211.61
10322
2184323.06
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Part-IV (Emergency Work)
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-
-
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Road - A
1
421694
421694.69
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Road - B
1
231907
231907.26
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Road - C
1
493399
493399.16
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Part-II (Routine Maintenance)
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-
-
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B T Road
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-
-
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Road - A
-
-
-
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1st year
1.96
30600
59823
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2nd year
1.96
36100
70575.5
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3rd year
1.96
51300
100291.5
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4th year
1.96
59000
115345
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5th year
1.96
66100
129225.5
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Road - B
-
-
-
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1st year
1.02
30600
31303.8
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2nd year
1.02
36100
36930.3
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3rd year
1.02
51300
52479.9
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4th year
1.02
59000
60357
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5th year
1.02
66100
67620.3
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Road - C
-
-
-
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1st year
2.24
30600
68635.8
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2nd year
2.24
36100
80972.3
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3rd year
2.24
51300
115065.9
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4th year
2.24
59000
132337
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5th year
2.24
66100
148262.3
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CC Road
-
-
-
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Road - B
-
-
-
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1st year
1
29000
29116
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2nd year
1
29000
29116
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3rd year
1
29000
29116
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4th year
1
29000
29116
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5th year
1
29000
29116
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Road - C
-
-
-
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1st year
0.86
29000
24853
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2nd year
0.86
29000
24853
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3rd year
0.86
29000
24853
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4th year
0.86
29000
24853
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5th year
0.86
29000
24853
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