Rural Development Department Tender
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Costs
EMD
Refer DocumentsDocument 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
2022_CERWI_79792_14Bid Award Id
ViewTender No
Maintenance Online-AGL- 06/2022-23Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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BOQ Items
Road C
1740
-
5.96
Road D
6936
-
5.96
Road E
920
-
5.96
Road F
648
-
5.96
Road G
990
-
5.96
Road H
1380
-
5.96
Road I
1872
-
5.96
Road J
3600
-
5.96
Providing 37.50 mm thick Built Up Spray Grouting including rolling with PRR, cost carriage royalty of all materials, all labour ,T&P etc complete as per direction of Engineer-in-charge.
-
-
-
Road A
245.42
-
304.68
Road B
67.87
-
304.97
Road C
53.29
-
304.97
Road D
156.61
-
302.96
Road E
43.07
-
298.22
Road F
30.8
-
303.02
Road G
44.43
-
294.52
Road H
62.49
-
303.49
Road I
53.37
-
304.97
Road J
215.52
-
304.34
Providing , laying,spreading & compacting stone aggregates of specific sizes to water bound macadam specification of Gr-III including spreading in uniform thickness, hand packing ,rolling with 3 wheeled roller 8-10 tonnes in stages to proper grade & camber etc complete as per direction of Engineer-in-charge.
-
-
-
Road A
15.02
-
2502.49
Road B
4.97
-
2511.6
Road C
6.14
-
2511.6
Road D
15.64
-
2456.95
Road E
4.96
-
2338.53
Road F
3.3
-
2456.95
Road G
4.87
-
2246.09
Road H
7.47
-
2475.17
Road I
7.36
-
2511.6
Road J
12.8
-
2493.38
Providing and apppying tack coat with bitumen Emulsion using emulsion pressure distributer at the rate of 0.20kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per MoRTH specification as per direction of Engineer-in-charge.
-
-
-
Road A
8531.25
-
13.79
Road B
5647.5
-
13.78
Road C
5437.5
-
13.78
Road D
16256.25
-
13.8
Road E
3450
-
13.79
Road F
2025
-
13.81
Road G
3093.75
-
13.78
Road H
5175
-
13.78
Road I
5850
-
13.78
Road J
11250
-
13.79
Providing & laying semidense bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading,premixed with bituminous binder of 60/70 penetration grade bitumen transporting to the hot to the work site laying with a hydrostatic paver finisher with sensor control to the required grade, lavel & alignment, rolling with smooth wheeled vibratory & tandem rollers,to achieve the desired compaction as per clause 508 of MoSRT&H specification for road & bridge works as per direction of Engineer-in-charge.
-
-
-
Road A
214.54
-
10663.24
Road B
148.25
-
10663.24
Road C
142.74
-
10663.24
Road D
412.71
-
10663.24
Road E
90.3
-
10708.05
Road F
51.26
-
10727.6
Road G
79.59
-
10699.09
Road H
135.85
-
10659.99
Road I
153.56
-
10663.24
Road J
287.55
-
10663.24
Construction of Shoulder with approaved materials like Moorum obtained from locality with all lift and leads transporting to site, spreading, grading to required slope and compacting with PRR including cost , conveyance , royalities & tax of all labour , material etc complete as per direction of Engineer - in - Charge .
-
-
-
Road A
170.63
-
404.26
Road B
101.66
-
404.26
Road C
97.88
-
404.26
Road D
422.66
-
404.26
Road E
12
-
404.26
Road F
36.45
-
404.26
Road G
33.75
-
404.26
Road H
76.2
-
404.26
Road I
105.3
-
404.26
Road J
225
-
404.26
Construction of embankment with approaved materials obtained from borrow pits with a lift upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 2000 m (1000-2000) m as per Technical Specification clause 301.5 as per direction of Engineer-in-charge.
-
-
-
Road D
99.33
-
199.03
Road E
37.01
-
199.03
Road F
19.16
-
199.03
Road G
47.18
-
199.03
Road H
8.57
-
199.03
Road J
51.28
-
199.03
Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical specification Clause 1703 of MORD as per direction of Engineer-in-charge.
-
-
-
Road A
-
-
-
Oridinary Km Stone
2
-
1942.02
Road D
-
-
-
Oridinary Km Stone
6
-
1795.07
Road E
-
-
-
Oridinary Km Stone
2
-
1755.74
Road F
-
-
-
Oridinary Km Stone
2
-
1775.54
Road G
-
-
-
Oridinary Km Stone
2
-
1740.3
Road J
-
-
-
Oridinary Km Stone
4
-
1939.96
Reinforced cement concrete M15 grade Boundary Pillar of standard design as per IRC:25-1967 fixing in position including painting and printing, etc as per drawing and Technical specification Clause 1703 of MORD as per direction of Engineer-in-charge.
-
-
-
Road A
-
-
-
Boundary Piller
25
-
556.67
Road D
-
-
-
Boundary Piller
50
-
634.64
Road J
-
-
-
Boundary Piller
25
-
555.2
Supplying, fitting, fixing of roads sign board as per approve drawing including cost, conveyance, royality, taxes of all materials, labour, T & P etc. providing and fixing of retroreflectorised cautionary, mandatory and informatory sign as per IRC: 67-2010 made of A.C.P. (Aluminium composite panel) used for sign boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of aluminium with over all thickness of 4mm and aluminum thickness of 0.5mm on both sides as per requirement in table 6.1 of IRC-67/2010 and as per technical specifically of clause 801.3 supported on a mild steel angle iron post 75mm x 75mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 40cm x 40cm x 60cm. 60cm below ground level as per approved drawing including excavation, curring etc. complete under the supervision of Engineer-in-charge.
-
-
-
Road D
-
-
-
90 cm equilateral triangle
10
-
1541
60cm Circular
10
-
1513.05
Road E
-
-
-
90 cm equilateral triangle
2
-
1522.6
Road F
-
-
-
90 cm equilateral triangle
2
-
1531.86
Road G
-
-
-
90 cm equilateral triangle
2
-
1515.37
Road J
-
-
-
90 cm equilateral triangle
4
-
1481.79
60cm Circular
4
-
1445.72
Maintenance of Hume pipe culverts by way of clearing,cleaning,erosion repairs to cracks,parapet walls and protection work as per drawing and Technical Specification clause 1908 of MORD as per direction of Engineer-in-charge.
-
-
-
Road A
4
-
1329.92
Road B
2
-
1329.92
Road C
2
-
1329.92
Road D
10
-
1329.92
Road E
2
-
1329.92
Road G
2
-
1329.92
Road H
2
-
1329.92
Road I
2
-
1329.92
Road J
3
-
1329.92
Finishng walls with water proofing Weathercoat two coats of approved shade including cost carriage all labour etc complete as per direction of Engineer-in-charge.
-
-
-
Road A
58.61
-
72.26
Road J
43.96
-
72.26
Finishng walls with water proofing cement paint two coats of approved shade including cost carriage all labour etc complete as per direction of Engineer-in-charge.
-
-
-
Road B
52.09
-
33.43
Road C
52.09
-
33.43
Road D
79.92
-
33.43
Road E
65.1
-
33.43
Road F
78.12
-
33.43
Road G
52.09
-
33.43
Road H
52.09
-
33.43
Road I
52.09
-
33.43
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