Rural Development Department Tender
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Costs
EMD
₹ 1,97,666Document 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
2024_CERWI_108240_1Tender No
NCB-14/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 - C
3918
8
32362.68
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Road - D
13935
8
115103.1
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Road - E
7905
8
65295.3
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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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Road - A
12136.73
5
64931.51
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Road - B
5569.2
5
29795.22
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Road - C
3996.36
5
21380.53
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Road - D
14213.7
5
76043.3
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Road - E
8063.1
5
43137.59
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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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-
-
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Road - A
304.5
380
115984.05
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Road - B
532.25
369
196692.99
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Road - C
557.44
382
213443.78
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Road - D
556.23
383
213230.77
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Road - E
877.84
380
334325.36
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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
12136.73
19
236666.24
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Road - B
5569.2
19
108320.94
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Road - C
3996.36
19
77929.02
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Road - D
14213.7
19
277167.15
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Road - E
8063.1
19
157230.45
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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 Enginee-in-charge.
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-
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Road - A
324.66
9996
3245414.99
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Road - B
148.98
9765
1454908.88
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Road - C
106.9
10007
1069828.48
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Road - D
380.21
10045
3819570.65
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Road - E
215.69
9995
2155821.55
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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
54.75
7213
394952.81
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Road - B
71.63
7187
514811.97
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Road - C
40.5
7166
290239.2
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Road - D
105
7157
751563.75
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Road - E
107.63
7132
767687.12
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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
775.5
203
157930.58
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Road - B
321.9
203
65554.94
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Road - C
76.1
203
15497.77
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Road - D
285
203
58040.25
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Road - E
356.2
203
72540.13
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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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-
-
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Road - A
594.94
663
394950.92
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Road - B
218.4
663
144984.84
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Road - C
130.6
663
86698.81
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Road - D
557.4
663
370029.99
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Road - E
263.5
663
174924.48
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Painting two coats over wood and iron work with approved Enamel paint over a coat of primming, 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
158.4
184
29153.52
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Road - B
105.6
184
19435.68
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Road - C
105.6
184
19435.68
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Road - D
132
184
24294.6
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Road - E
138.6
184
25509.33
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Reinforced cement concrete M 15 grade kilometre stone of standard design as per IRC : 8 fixing in position including painting and printing etc as per drawing and as per the direction of the Engineer-in-charge.
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-
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Ordinary kilometer stone
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-
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Road - A
6
2534
15207
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Road - B
2
2534
5068.2
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Road - C
2
2523
5047.6
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Road - D
4
2522
10090
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Road - E
5
2518
12592
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200 mm stone
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-
-
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Road - A
26
805
20940.4
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Road - B
8
802
6422.4
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Road - C
8
801
6410.4
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Road - D
22
800
17620.9
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Road - E
14
798
11185.3
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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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-
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(a) 900 mm equilateral Triangle
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-
-
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Road - A
12
11086
133032
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Road - B
8
11080
88640
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Road - C
6
11071
66426
... More
Road - D
8
11069
88552
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Road - E
8
11062
88496
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(b) 600 mm dia Circular
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-
-
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Road - A
6
5472
32832
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Road - B
2
5468
10936
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Road - C
6
5465
32790
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Road - D
6
5464
32784
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Road - E
6
5460
32760
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80 mm x 60 mm rectangular
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-
-
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Road - A
6
7272
43632
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Road - B
5
7268
36340
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Road - C
2
7265
14530
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Road - D
4
7264
29056
... More
Road - E
4
7260
29040
... More
90 cm high octagon
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-
-
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Road - A
4
8652
34608
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Road - B
4
8648
34592
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Road - C
3
8645
25935
... More
Road - D
6
8644
51864
... More
Road - E
4
8640
34560
... More
Providing & erecting direction and place identification retro-reflectorised sign as per 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 & IV strictly confirming to clause 6.7 of IRC 67-2012 and vide clause 801.3, fixed over alluminium sheeting, 2.00 mm thick as per clause 6.5.2 of IRC:67-2012 or A.C.P (Alluminium Composite Panel) used for sign boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of alluminium with over all thickness of 4mm and alluminium thickness of 0.5mm on both sides supported on mild steel angle post 75mm x 75mmx 6mm, 2nos and 3nos horizontal and 1no vertical extra supporting....etc complete as per direction of EIC. (1200mm x 900mm rectangle)
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-
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Road - A
1
13681
13681.47
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Road - B
1
13676
13676.91
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Road - C
1
13672
13672.53
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Road - D
1
13670
13670.78
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Road - E
1
13666
13666.36
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