Rural Development Department Tender
... More
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Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Construction And Maintenance Of Kolasahi Village To Baghua Via Batua Road For The Year 2021-22.
Description
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Contact
Tender Id
2021_CERWI_73774_18Bid Award Id
ViewTender No
Tender Online RCK-28/21Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
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Providing WBM base course using crushed stone aggregates of specific sizes and type-B 11.2mm stone screning as filler and stone screened dust as binding material as per clause 404 of MoSRT&H Specification for Road and Bridge works (4th revision)
745.31
-
2519.11
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Providing WBM base course using crushed stone aggregates of specific sizes and type-B 11.2mm stone screning as filler and stone screened dust as binding material as per clause 404 of MoSRT&H Specification for Road and Bridge works (4th revision)
745.31
-
2534.27
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Providing and applying Primer Coat with slow setting bitumen emulsion @ 0.60kg/sqm using mechanical means as per Clause 502 of MoSRT&H specification for road and bridge works. (5th Revision).
9937.5
-
37.61
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Providing and applying Tack Coat with rapid setting bitumen emulsion @ 0.30kg/sqm using mechanical means as per Clause 503 of MoSRT&H specification for road and bridge works. (5th Revision)
12.91
-
9937.5
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Providing open graded premix surfacing of 20mm thickness using crushed stone aggregates and 60/70 penetration grade of bitumen , laying manually as per technical specification as per clause 511 of MoSRT&H Specification for Road and Bridge works (4th revision)
162.84
-
9937.5
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Providing pre-coated seal coat Type-B using 0.06 cum of size 6.7mm chips and 6.80 Kg of 60/70 penetration grade of bitumen for 10 sqm , laying manually as per technical specification as per clause 513 of MoSRT&H Specification for Road and Bridge works (4th revision) for diversion road
77.78
-
9937.5
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Providing and laying granular materials in sub-base of shoulders with moorum and compacting with PRR as per Clause 407 of MoSRT&H Specification for Road & Bridge works. (5th Revision).
809.46
-
1000
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Construction of embankment with approved material obtained from borrow pits with all lifts & leads, transporting to site by mechanical means within a lead of 5km, spreading, grading to required slope and compacting to meet the requirement of table 300-2 & Clause 305 of MoSRT&H Specification for road and bridge works (5th Revision).
128.91
-
15289.58
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Construction of embankment with material deposited from road way cutting construction of embankment with approved materials deposited at site from road way cutting & excavated from drain & foundation of other structures graded & complete to meet the requirement etc. as per Clause 305 of MoSRT&H specification for road and bridge works (5th Revision).
55.3
-
177.79
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Fine dressing & Turfing the slopes of embankment with compact turf grass as per approved drawing and technical specifications as per Clause 307 of MoSRT&H Specifications for Road & Bridge works (Latest Revision). Average slope width.
10600
-
17.28
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Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8-1980 fixing in position including painting and printing, etc.
-
-
-
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I) 5th kilometer stone
2994.41
-
1
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II) Ordinary Kilometer Stone
1825.6
-
4
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III) Hectometer stone
561.22
-
15
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Providing, Fixing and errection of mandatory sign board & informatory traffic sign board
-
-
-
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(i) 90 cm equilateral Triangle.
5
-
4613.9
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(ii) 800mm x 600mm Retangular. School, Awanganwadi & Village
4
-
5505.86
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(iii) 60cm. Circular. For Speed limet & Curve
3
-
4154.21
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(iv) 90 cm. circular.
5
-
6576.2
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(v) 60 cm x 45 cm rectangular Route marker signs
2
-
4065.02
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(v) 60 cm x 45 cm rectangular Route marker signs
5
-
5948.49
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(vi)90 cm high octagon
8
-
6823.21
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Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a b
765
-
6319.04
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Earthwork in excavation of foundation in hard soil including well dressing & leveling the bed & depositing the excavated earth within initial lead and lift etc. complete.
268.4
-
42.39
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Filling foundation & plinth with sand well watered & rammed including cost, conveyance, royalties & taxes of all materials & cost of all labour, T&P reqd. for the work etc. all complete.
60.62
-
461.68
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P C C (1:3:6) nominal mix in foundation of structure as per approved drawing and technical specification
28.5
-
4678.24
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P.C.C. M-15 grade in super-structure in C.D. work as per approved drawing and technical specifications as per Section 1700 & 2200 of MoSRT&H specifications for road and bridge works (5th Revision).
361.06
-
4515.69
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Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specifications as per Section 1600 of MoSRT&H Specifications for Road & Bridge works (Latest Revision)
209
-
96.35
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Cement concrete (M-15) with 40 mm size C.B. Metal of approved quality as per approved drawing and direction of the Engineer-in-charge including cost, conveyance, royality taxes of all materials conforming to the MORTH techanical specification.
22.56
-
4248.25
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Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets .
30
-
5421.56
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Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with
253.04
-
42.39
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Cement concrete M 15 Levelling coarse with 40 mm size C.B. Metal of approved quality as per approved drawing and direction of the Engineer-in-charge including cost, conveyance, royality taxes of all materials conforming to the MORTH techanical specificat
17.7
-
4248.25
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M15 grade Plain Cement Concrete in Open Foundation, wall complete as per Drawing and Technical Specifications.
38.99
-
4515.69
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RCC M20 grade Reinforced Cement Concrete in Foundation complete as per Drawing and Technical Specifications.
39.03
-
5125.47
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RCC M20 grade Reinforced Cement Concrete in sub-structure complete as per Drawing and Technical Specifications.
26.03
-
8111.2
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RCC M20 grade Reinforced Cement Concrete in super-structure complete as per Drawing and Technical Specifications.
12.31
-
7020.63
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HYSD / MORT&H Technical Specification no- 1600Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
6.35
-
88986.76
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Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical
38.88
-
96.35
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Providing and laying Cement concrete wearing coat M-30 grade excluding reinforcement complete as per drawing and Technical Specifications. (excluding cost of steel)
2.19
-
5370.18
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Routine Maintenance for 1st 5 year
-
-
-
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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 Routine Maintenance
92.49
-
290.78
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2nd year Routine Maintenance
90.45
-
290.78
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3rd year Routine Maintenance
138.73
-
290.78
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4th year Routine Maintenance
184.97
-
290.78
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5th year Routine Maintenance
221.97
-
290.78
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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.
-
-
-
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1st year Routine Maintenance
150
-
36.12
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2nd year Routine Maintenance
173.1
-
36.12
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3rd year Routine Maintenance
137.3
-
36.12
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4th year Routine Maintenance
242.19
-
36.12
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5th year Routine Maintenance
232.47
-
36.12
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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.
-
-
-
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1st year Routine Maintenance
150
-
14.2
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2nd year Routine Maintenance
75
-
14.2
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3rd year Routine Maintenance
225
-
14.2
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4th year Routine Maintenance
450
-
14.2
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5th year Routine Maintenance
337.5
-
14.2
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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.
-
-
-
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1st year Routine Maintenance
150
-
229.44
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2nd year Routine Maintenance
225
-
229.44
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3rd year Routine Maintenance
307.5
-
229.44
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4th year Routine Maintenance
600
-
229.44
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5th year Routine Maintenance
750
-
229.44
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Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 of MORD and as per direction of the Engineer in charge.
-
-
-
... More
1st year Routine Maintenance
1
-
157.77
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2nd year Routine Maintenance
1
-
157.77
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3rd year Routine Maintenance
1
-
157.77
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4th year Routine Maintenance
2
-
157.77
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5th year Routine Maintenance
2
-
157.77
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Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 of MORD as per direction of the Engineer in charge.
-
-
-
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1st year Routine Maintenance
-
-
-
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2nd year Routine Maintenance
5
-
1184.82
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3rd year Routine Maintenance
-
-
-
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4th year Routine Maintenance
5
-
1184.82
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5th year Routine Maintenance
-
-
-
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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.
-
-
-
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1st year Routine Maintenance
5
-
769.35
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2nd year Routine Maintenance
5
-
769.35
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3rd year Routine Maintenance
5
-
769.35
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4th year Routine Maintenance
5
-
769.35
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5th year Routine Maintenance
5
-
769.35
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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.
-
-
-
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1st year Routine Maintenance
50
-
125.16
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2nd year Routine Maintenance
50
-
125.16
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3rd year Routine Maintenance
50
-
125.16
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4th year Routine Maintenance
50
-
125.16
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5th year Routine Maintenance
50
-
125.16
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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.
-
-
-
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1st year Routine Maintenance
200
-
7.65
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2nd year Routine Maintenance
200
-
7.65
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3rd year Routine Maintenance
200
-
7.65
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4th year Routine Maintenance
200
-
7.65
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5th year Routine Maintenance
200
-
7.65
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Maintenance and repair of RCC railing to bring it to the original shape cleaning and repainting as per drawings and technical specification clause 1911 as per direction of Engineer in Charge.
-
-
-
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1st year Routine Maintenance
2.7
-
1777.84
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2nd year Routine Maintenance
2.7
-
1777.84
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3rd year Routine Maintenance
2.7
-
1777.84
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4th year Routine Maintenance
2.7
-
1777.84
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5th year Routine Maintenance
2.7
-
1777.84
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Maintenance of Slab type Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908 of MORD as per direction of the Engineer in charge.
-
-
-
... More
1st year Routine Maintenance
1
-
2422.89
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2nd year Routine Maintenance
1
-
2422.89
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3rd year Routine Maintenance
1
-
2422.89
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4th year Routine Maintenance
1
-
2422.89
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5th year Routine Maintenance
1
-
2422.89
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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
-
-
-
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1st year Routine Maintenance
12000
-
2.55
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2nd year Routine Maintenance
14400
-
2.55
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3rd year Routine Maintenance
16800
-
2.55
... More
4th year Routine Maintenance
19200
-
2.55
... More
5th year Routine Maintenance
21600
-
2.55
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White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MORD technical specifications Clause 1915 as per direction of the Engineer in charge.
-
-
-
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1st year Routine Maintenance
120
-
26.1
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2nd year Routine Maintenance
120
-
26.1
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3rd year Routine Maintenance
120
-
26.1
... More
4th year Routine Maintenance
120
-
26.1
... More
5th year Routine Maintenance
120
-
26.1
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