Rural Development Department Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Nh-23 (baliposi Chhak) To Damadorpur Via Karadapal Road
Description
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Contact
Tender Id
2021_CERWI_73547_11Bid 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 .
3000
-
3.57
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
642.92
-
21.1
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.
3365.63
-
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)
1374.04
-
2563.58
(Water Bound Macadum -III)
1064.95
-
2635.79
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)
19691.21
-
35.09
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)
19691.21
-
12.02
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.
19691.21
-
198.08
Providing and laying Seal Coat and sealing the voids in a bituminous surface laid to specified levels,grade and cross fall using Type C as per Technical Specification Clause 510.
19691.21
-
74.07
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.
5524.7
-
19.18
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
21939.39
-
177.92
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.
407.77
-
63.1
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
1126.2
-
6407.86
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).
738.35
-
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).
175.34
-
633.42
Rough stone dry masonry with sand grouted for the walls with hard granite stones as per approved Drawing & Technical Specifications and as per Section -1400 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
23.7
-
2935.32
Providing concrete 1:3:6 for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
38.35
-
6347.48
Providing concrete for plain concrete of M-10 in open foundations complete as per drawings and technical specification clause 802,803,1202,1203
91.85
-
6352.78
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).
60.7
-
4597.7
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).
145.48
-
6332.84
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).(CUT OFF)
14.78
-
6883.17
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
29
-
5784.61
Conc. Drain wall
58
-
6935.45
R.C.C. M-20 grade in Foundation Raft of CD work as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
15.49
-
5579.98
R.C.C. M-20 grade in Sub-structure of CD work as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
14.46
-
7721.48
R.C.C. M-20 grade in Deck slab of C.D. Work as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2300 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
12.86
-
6351.28
R.C.C. M-20 grade in Road Kerb / Dirt Wall / Wing wall of Culvert as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
6.76
-
8480.21
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
5.8
-
5974.48
Finishing walls with water proofing Cement paint of approved shade on new work 2 coats to give an even shade excluding cost of paint.
225.27
-
47.82
Painting two coats with enamel paints over a coat of primer in road kerb & post of approved shade for finished item of work as per the direction of the Engineer-in-charge.
4.17
-
197.57
Steel reinforcement works using HYSD as per approved Drawing & Technical Specifications and as per Section -1600 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
42.56
-
8966.88
R.C.C. M-30 grade in wearing coat including steel of C.D. work as per approved drawing & technical specifications and as per Section -1500, 1700 & 2700 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
2.54
-
12679.07
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.
60.58
-
104.55
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8.
18
-
2436.95
R.C.C. M-30 grade in Railing of Culvert / Bridge for rails panel in 2 ties as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
9.8
-
2239.26
Unit cost of NP3 hume pipes including cost of labour for laying hume pipes (600 mm dia.)
-
-
-
600 mm dia S/R
30
-
2498.04
1000 mm dia S/R
45
-
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
205
-
665.6
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
28
-
595.67
(b) Ordinary Kilometre Stones
7
-
1991.59
(c) 5th Kilometre Stones
1
-
3323.54
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
-
10727
(b) 90 cm equilateral triangle
14
-
5760.23
(c) 80 cm x 60 cm rectangular
4
-
6236
(d) 60 cm equilateral triangle
14
-
3602
(e) 60 cm circular
7
-
4634
Routine Maintenance Fixed (Inclusive of all taxes & duties.)
-
-
-
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
126.11
-
285.46
2 nd year
144.66
-
285.46
3 rd year
191.02
-
285.46
4 th year
215.13
-
285.46
5 th year
244.8
-
285.46
Maintenance of Earthen shoulder (filling with fresh selected soil)
-
-
-
1 st year
635.85
-
34.83
2 nd year
715.33
-
34.83
3 rd year
778.92
-
34.83
4 th year
1080.95
-
34.83
5 th year
1271.7
-
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
635.85
-
13.84
2 nd year
715.33
-
13.84
3 rd year
778.92
-
13.84
4 th year
1080.95
-
13.84
5 th year
1271.7
-
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
185.46
-
306.12
2 nd year
410.65
-
306.12
3 rd year
614.66
-
306.12
4 th year
794.81
-
306.12
5 th year
980.27
-
306.12
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
4
-
1297.98
2 nd year
4
-
1297.98
3 rd year
4
-
1297.98
4 th year
4
-
1297.98
5 th year
4
-
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
7.07
-
1184.82
2 nd year
7.07
-
1184.82
3 rd year
7.07
-
1184.82
4 th year
7.07
-
1184.82
5 th year
7.07
-
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
7.07
-
697.45
2 nd year
7.07
-
697.45
3 rd year
7.07
-
697.45
4 th year
7.07
-
697.45
5 th year
7.07
-
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
33
-
125.16
2 nd year
30
-
125.16
3 rd year
21
-
125.16
4 th year
28
-
125.16
5 th year
52
-
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
274.6
-
7.65
2 nd year
265.6
-
7.65
3 rd year
265.6
-
7.65
4 th year
271.6
-
7.65
5 th year
286.6
-
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
1905.05
-
2.55
2 nd year
1903.05
-
2.55
3 rd year
1901.05
-
2.55
4 th year
1901.05
-
2.55
5 th year
1903.05
-
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
76.66
-
26.11
2 nd year
76.66
-
26.11
3 rd year
76.66
-
26.11
4th Year
76.66
-
26.11
5th Year
76.66
-
26.11
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