Rural Development Department Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Kosala (chanbgudia) To Chhendipada Road
Description
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Contact
Tender Id
2021_CERWI_73547_16Bid Award Id
ViewTender No
MMSY Online-AGL-16/2021-22.Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 mtrs .
15375
-
3.56
Reworking the scarified bituminous surface after supplementing the base materials with sand and water compacting with PRR including hire and running charges of PRR cost conveyance royalty taxes of all material T&P sundries etc
15375
-
7.09
Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, inaccordance with requirements of lines, grades and cross sections, and transporting to the embankement location with a lift of up to 1.5m and lead up to 1000m as per techincal specification clause 302.3
2521.5
-
32.88
Loosening , levelling and compacting original ground supporting embankment to facilate placement of first layer of embankment, scarified to a depth of 150 mm,mixed with water at O.M.C. and then compacted by rolling so as to achieve minimum dry density etc complete
1260.75
-
21.1
Construction of embankment with approaved materials deposited at site from roadway cutting and excavation from drain and foundation of other structure graded and compacted to meet requirement of Table 300.1 and 300.2 as per Technical Specification clause 301.5(As per calculation sheet enclosed)
1765.05
-
28.65
Providing and laying granular sub-base with moorum and laying in layer not exceeding 100mm thick including watering and compacting with PRR includinghire and running of PRR with cost of all materials, labour, T&P etc required for the work complete.
1957.75
-
1765.15
Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on well prepared surface & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)
3536.25
-
1974.8
Providing & applying Primer Coat with Bitumen Emulsion (SS)on prepared Surface of Granular Base including clearing of road surface & applying primer at the rate of 0.60 Kg/Sqm using Mechanical means .( Output = 3500 Sqm)
23001
-
35.31
Providing and applying tack coat with bitumen Emulsion (RS) using Pressure distributor @ 0.20kg/sqm on the prepared surface cleaned with mechanical brooms as per clause 503 of MOSRT & H Specifications for Road & Bridge works (4th.Revision)
23001
-
12.1
Providing and laying Bituminous Macadam of 75mm thick on prepared surface and laying with paver finisher to the required level rolling with paver finisher etc complete.
1150.05
-
7735.78
Providing and laying S.D.B.C of 25mm thick on prepared surface and laying with paver finisher to the required level rolling with paver finisher etc complete.
575.03
-
10337.63
Fine dessing and turfing including transportation by mechanical means with all leads and lifts and placing of turfs in position and ramming with thapies including watering and cost of labour and all materials etc. complete as per the direction of E-I-C.
7550
-
18.7
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
10798.5
-
128.91
Construction of Dry Lean Cement Concrete sub-base by semi-mechanized method over a prepared subgrade with coarse and fine aggregate confirming to IS:383,the size of coarse aggregate not exceeding 25 mm,aggregate cement ratio not to exceed 15:1 ,aggregate gradation after blending to be as per table 600.1 ,cement content not to less than 150 kg/cum , optimum moisture content to be determined during trial length construction ,concrete strength not to be less than 10 Mpa at 7 days,mixed in a batching plant ,transported to site,laid with a paver and compacting with vibratory roller,finishing and curing as per clause 601 of MoSRT&H Specifications for Road & Bridge works (4th. Revision) (Taking output = 75 Cum)(450 Tonne)
157.5
-
4058.31
Construction of Un-reinforced,dowel jointed cement concrete pavement by semi-mechanized method over a prepared sub-base with 43 grade cement @ 350 kg /cum coarse and fine aggregate confirming to IS:383,maximum size of coarse etc complete
779.63
-
6094.75
Earth work in excavation in hard soil for foundation of structure as per approved Drawing & Technical Specifications and as per Clause - 301 & 304 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
958.06
-
188.79
Filling foundation and plinth with sand well watered and rammed including cost conveyance royalty of sand and labour etc complete.
104.95
-
295.68
Providing concrete for plain concrete of M-10 in open foundations complete as per drawings and technical specification clause 802,803,1202,1203
157.5
-
4894.89
P.C.C.M-15 Grade in foundation bed using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts as per approved Drawing & Technical Specifications and as per Section - 1700 & 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
19.81
-
4328.46
P.C.C.M-15 Grade in Substructure of CD work using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works etc as per approved Drawing & Technical Specifications and as per Section -1500, 1700, 2100 & 2200 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
27.65
-
6064
Finishing walls with water proofing Cement paint of approved shade on new work 2 coats to give an even shade excluding cost of paint.
17.45
-
47.76
Supplying fitting and placing uncoated HYSD bar in skin reinforcement complete as per drawing and technical specification etc. complete.
51
-
8961.23
Providing Weep Holes is Brick Masonry/Paln/Rainforced concrete abutment, wing wall / return wall with 100mm dia AC pipe, extending through the full width of the structure wirh slope of IV:2Htowards drawing force etc, complete.
150
-
104.55
Unit cost of NP3 hume pipes including cost of labour for laying hume pipes (600 mm dia.)
-
-
-
600 mm dia S/R
10
-
2498.04
1000 mm dia S/R
10
-
5670.68
Reinforced cement concrete M-15 Grade BOUNDARY PILLAR of standard design as per IRC-25-1967 ,Fixing in position including finishing and lettering but excluding painting etc complete
209
-
633.24
Reinforced cement concrete M-15 Grade Kilometre stone of standard designs as per IRC-8-1980 ,Fixing in position including painting & printing etc complete
-
-
-
(a) 200 Mtr
20
-
582.68
(b) Ordinary Kilometre Stones
5
-
1919.09
(c) 5th Kilometre Stones
1
-
3218.03
P.C.C. work of M-20 Grade as per drawing & technical specification including cost of all materials labour T&P etc complete.
-
-
-
Conc. Drain base
54
-
5471.01
Conc. Drain wall
72
-
6621.85
R.C.C. work of M-20 using 20mm and down graded chips including cost of all materials , labour royalities , cost of carriage etc complete
6
-
5660.89
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
1010.98
-
388.36
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.
-
-
-
(a) 1800mmx1200mm size board.
2.16
-
10690
(b) 90 cm equilateral triangle
7
-
5726.55
(c) 80 cm x 60 cm rectangular
2
-
6202
(d) 60 cm equilateral triangle
7
-
3568
(e) 60 cm circular
5
-
4601
Restoration of Rain Cuts with soil, moorum gravel or a mixture of these, 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 allignment, level and slopes as per drawings and Technical specification clause 1902
-
-
-
1 st year
87.5
-
285.46
2 nd year
87.41
-
285.46
3 rd year
246.75
-
285.46
4 th year
210
-
285.46
5 th year
315
-
285.46
Maintenance of Earthen shoulder (filling with fresh selected soil)
-
-
-
1 st year
675
-
34.83
2 nd year
1035
-
34.83
3 rd year
1129
-
34.83
4 th year
1178
-
34.83
5 th year
1743.75
-
34.83
Stripping of excess soil from shoulder surface to achive the approaved level and comacting with plate compactor at OMC as per drawing and Technical specifications Clausees 1903.
-
-
-
1 st year
675
-
13.84
2 nd year
1035
-
13.84
3 rd year
1129
-
13.84
4 th year
1178
-
13.84
5 th year
1743.75
-
13.84
Repair to potholes by removal of loosed materials, trimming the sides cleaning of surface providing tack coat 20mm thick premix carpet and sealcoat type C as per drawing and Technical specifications Clausees 1904.2, 503 and 508.1
-
-
-
1 st year
356.25
-
301.13
2 nd year
606.44
-
301.13
3 rd year
750
-
301.13
4 th year
1087.5
-
301.13
5 th year
1207.5
-
301.13
A .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.
-
-
-
1 st year
2
-
1297.98
2 nd year
2
-
1297.98
3 rd year
2
-
1297.98
4 th year
2
-
1297.98
5 th year
2
-
1297.98
Maintenance of Road signs by way of cleaning /regulatory / cautionary / informatory and place identification sign board as per drawings and Technical Specification Clause 1910
-
-
-
1 st year
5
-
1184.82
2 nd year
5
-
1184.82
3 rd year
5
-
1184.82
4 th year
5
-
1184.82
5 th year
5
-
1184.82
Maintenance of 200 m stone/km stone by way of refixing of tilted stones repairing with cement mortar,cleaning ,repairing and lettering on 200m/km stone and 5th km stone as per drawing and technical specification clause 1912.
-
-
-
1 st year
5
-
697.45
2 nd year
5
-
697.45
3 rd year
5
-
697.45
4 th year
5
-
697.45
5 th year
5
-
697.45
Cutting of branches of trees shrubs from the roadway or within R.O.W. including disposal of wood and leaves to suitable location as per Technical Specification Clause 1914
-
-
-
1 st year
25
-
125.16
2 nd year
25
-
125.16
3 rd year
25
-
125.16
4 th year
25
-
125.16
5 th year
25
-
125.16
Cutting of shrubs from the roadway or within R.O.W and disposal of shrubs to suitable location as per technical specification clause 1914.
-
-
-
1 st year
200
-
7.65
2 nd year
200
-
7.65
3 rd year
200
-
7.65
4 th year
200
-
7.65
5 th year
200
-
7.65
Trimming of grass and weeds from the shoulders/berms and disposing of the same to suitable locations as per technical specification clause 1914
-
-
-
1 st year
1542.2
-
2.55
2 nd year
1841.93
-
2.55
3 rd year
1963.3
-
2.55
4 th year
1992.47
-
2.55
5 th year
1974.9
-
2.55
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specification clause 1915
-
-
-
1 st year
57.16
-
26.11
2 nd year
57.16
-
26.11
3 rd year
57.16
-
26.11
4th Year
57.16
-
26.11
5th Year
57.16
-
26.11
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