Rural Development Department Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_CERWI_73547_23Bid 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
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.
2540.75
-
696.07
Providing, laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing,rolling with three wheel 80-100kN static roller in stages to proper grade and camber, applying and brooming, stone screening/ binding materials to fill-up the interstices of coarse aggregate, watering and compacting to required density as per Technical Specification Clause 405
-
-
-
(Water Bound Macadum -II)
142.59
-
2274.73
(Water Bound Macadum -III)
199.63
-
2346.94
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)
1901.25
-
35.27
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)
38111.25
-
12.08
Providing ,laying and rolling of Open Graded Pre-Mix Carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen to required line, grade and level to serve as wearing coarse on a previously prepared base, including mixing in a suitable plant, laying and rolling with three wheel 80-10kN static Roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.
1901.25
-
191.57
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.
1000.42
-
10114.62
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
7908.77
-
177.92
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
313.88
-
6058.67
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).
156.86
-
188.79
Sand filling in Road work & foundation of structure as per approved Drawing & Technical Specifications and as per Section - 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
68.03
-
429
Providing concrete for plain concrete of M-10 in open foundations complete as per drawings and technical specification clause 802,803,1202,1203
108.3
-
5997.89
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).
45.17
-
4287.54
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).
47.27
-
6022.68
Finishing walls with water proofing Cement paint of approved shade on new work 2 coats to give an even shade excluding cost of paint.
44.88
-
47.68
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.
92
-
104.55
Unit cost of NP3 hume pipes including cost of labour for laying hume pipes (600 mm dia.)
-
-
-
1000 mm dia S/R
22.5
-
5483.44
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
368
-
608.48
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
44
-
580.55
(b) Ordinary Kilometre Stones
10
-
1907.82
(c) 5th Kilometre Stones
2
-
3201.57
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.
4.32
-
10682
(b) 90 cm equilateral triangle
22
-
5719.64
(c) 80 cm x 60 cm rectangular
6
-
6196
(d) 60 cm equilateral triangle
22
-
3561
(e) 60 cm circular
12
-
4594
Routine Maintenance
-
-
-
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
72.19
-
285.46
2 nd year
86.63
-
285.46
3 rd year
103.95
-
285.46
4 th year
248.33
-
285.46
5 th year
248.33
-
285.46
Maintenance of Earthen shoulder (filling with fresh selected soil)
-
-
-
1 st year
990
-
34.83
2 nd year
1188
-
34.83
3 rd year
1423.13
-
34.83
4 th year
341.55
-
34.83
5 th year
1361.25
-
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
990
-
13.84
2 nd year
1188
-
13.84
3 rd year
1375
-
13.84
4 th year
341.55
-
13.84
5 th year
1361.25
-
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
-
-
-
2 nd year
117.56
-
296.23
3 rd year
247.5
-
296.23
4 th year
433.13
-
296.23
5 th year
441.38
-
296.23
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
11
-
697.45
2 nd year
11
-
697.45
3 rd year
2
-
697.45
4 th year
2
-
697.45
5 th year
2
-
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
50
-
125.16
2 nd year
49
-
125.16
3 rd year
52
-
125.16
4 th year
85
-
125.16
5 th year
55
-
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
450
-
7.65
2 nd year
436
-
7.65
3 rd year
440
-
7.65
4 th year
440
-
7.65
5 th year
444
-
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
2970
-
2.55
2 nd year
2970
-
2.55
3 rd year
2972
-
2.55
4 th year
2968
-
2.55
5 th year
2968
-
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
113.5
-
26.11
2 nd year
113.5
-
26.11
3 rd year
113.5
-
26.11
4 th year
113.5
-
26.11
5 th year
113.5
-
26.11
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