Rural Development Department Tender
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Rural Development Department - RDD Tender
Eprocure
Opening Date10 Jul 2018
Closing Date25 Jul 2018
Tender Amount₹ 89,17,476
Costs
EMD
₹ 90,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Cons.t and maint. Of Kusumi to Sanataraguda road Under MMSY
Description
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Contact
Tender Id
2018_CERWI_47925_1Bid Award Id
ViewTender No
EERWNGP-Online-1/2018-19Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
... More
Providing & laying Granular Sub-Base in layers not exceding 225 mm watering and compacting to required density in O.M.C with Vibratory Roller including hire and running charges of VRR etc complete.
0.01
-
0.01
... More
Material with Mixture of Moorum and Sand (G.S.B)
1041.01
547508
525.94
... More
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheeled steel roller8-10 tonnes in stages to proper grade and chamber,applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate,watering and compacting to the required density as per clause 404 of MoSRT&H specificarions for Road & Bridge works(4th Revision) .
0.1
-
0.01
... More
Grading No. -II (63-45 mm size)
481.95
990281
2054.74
... More
Grading No. -III (53-22.4 mm size)
481.95
1048342
2175.21
... More
Providing & applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per clause 502 of MOSRT&H Specifications for Road & Bridges work (4th Revision)
6426
149790
23.31
... More
Providing & applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per clause 503 of MOSRT&H Specifications for Road & Bridges work (4th Revision).
6426
53785
8.37
... More
Providing,laying and rolling of opengraded premix surfacing of 20mm thickness composed of 13.2mm to 5.6mm aggregates with batch type hot mix plant and using 60/70 penetration grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant,laying and rolling with a smmoth wheeled roller 8-10 tonne capacity, finished to required level and grades as per clause 511 of MoSRT&H Specifications for Road & Bridge Works(4th Revision).
6426
868216
135.11
... More
Providing and laying 6mm thick precoated seal coat Type-B using 0.06cum of 6.7mm size chips and 6.80kg of 60/70 penetration grade of bitumen for 10sqm with 100-120 TPH
6426
326762
50.85
... More
Fine dressing and turfing with one extra lead of 50m and 1.5m one extra lift as per Sepification and direction of Engineer-in-charge.
6533.98
96441
14.76
... More
Rigid Pavement:-
Earth work in excavation of foundation in ordinary soil within 50m, initial lead and 1.5m initial lift including rough dressing and leveling bed and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m depth and as per direction of the Engineer-in- charge.
87.4
11184
127.97
... More
Filling sand-Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
43.7
21907
501.31
... More
P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.
43.7
168589
3857.88
... More
Providing concrete for plain / reinforced concrete in open foundation complete as per drawing and MORD technical specification Clause 800,1100,1200 and as per direction of Engineer-in-Charge.
26
121147
4659.51
... More
Construction of un-reinforced, dowel jointed plain cement concrete pavement over a prepared sub-base with 43 grade cement @ 400kg per cum, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, as approved, curing compound, finishing to lines and grades as per drawing and as per clause 602 of MOSRT&H Specifications for Road & Bridges work (4th Revision).
316.71
1561624
4930.77
... More
Toe Wall:-
Excavation for Structures Earth work in excavation of foundation of structure as per drawing and technical specification,including selting out,construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom.
121.5
15548
127.97
... More
Filling sand-Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
20.25
10151
501.31
... More
Plain cement concrete M-15 grade in Sub-Structure complete as per drawing and technical specification.
164.55
653001
3968.41
... More
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.
50
5012
100.25
... More
Drain:-
Excavation for Structures Earth work in excavation of foundation of structure as per drawing and technical specification,including selting out,construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom.
230
29433
127.97
... More
Filling sand-Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
28.75
14412
501.31
... More
P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.
28.75
110914
3857.88
... More
Plain cement concrete M-15 grade in Sub-Structure complete as per drawing and technical specification.
87.5
347235
3968.41
... More
CROSS DRAINAGE WORKS
Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge.
0.01
-
0.01
... More
For 3 nos 1000mmdia Single Row
75.87
9709
127.97
... More
Filling sand-Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
0.01
-
0.01
... More
For 3 nos 1000mmdia Single Row
15.69
7865
501.31
... More
P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.
0.01
-
0.01
... More
For 3 nos 1000mmdia Single Row
11.76
45368
3857.88
... More
Providing laying R.C.C. Hume pipe NP3 class for culverts including fixing collar with cement mortar 1:2 but excluding excavation, protection work, backfilling,concrete and masonry work in head walls and parapets clause 1106 of MORD specification for Rural roads and as per irection of Engineer-in charge.
0.01
-
0.01
... More
For 3 nos 1000mmdia Single Row
22.5
99115
4405.15
... More
Plain cement concrete M-15 grade in Foundation complete as per drawing and technical specification.
0.01
-
0.01
... More
For 3 nos 1000mmdia Single Row
21.09
81431
3861.15
... More
Plain cement concrete M-15 grade in Sub-Structure complete as per drawing and technical specification.
0.01
-
0.01
... More
For 3 nos 1000mmdia Single Row
46.14
183102
3968.41
... More
Rough Stone Dry Packing in approns and Revetment with hard Granite Stones.
0.01
-
0.01
... More
For 3 nos 1000mmdia Single Row
9
11294
1254.97
... More
ROAD SIGNAGE
0.01
-
0.01
... More
Information Sign Board
2
15600
7800.1
... More
Citizen Board
2
17996
8998
... More
600mm equilateral triangle
6
9424
1570.68
... More
600mm Circular
6
9878
1646.36
... More
Fixing of Ordinary KM stone
2
3071
1535.6
... More
Fixing of 200 metre stone
9
4067
451.89
... More
Guide Post
43
21916
509.68
... More
Routine Maintenance
0.01
-
0.01
... More
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
0.01
-
0.01
... More
1st year Take 10% of the area
192.6
41728
216.66
... More
2nd year 20% excess over 1st year
340.22
73712
216.66
... More
3rd year 40% excess over 1st year
547.81
118688
216.66
... More
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.
0.01
-
0.01
... More
1st year Take 10% of the area
642
19221
29.94
... More
2nd year 20% excess over 1st year
706.2
21143
29.94
... More
3rd year 40% excess over 1st year
770.4
23065
29.94
... More
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.
0.01
-
0.01
... More
1st year Take 10% of the area
6.42
71
11.12
... More
2nd year 20% excess over 1st year
7.7
85
11.12
... More
3rd year 40% excess over 1st year
14.12
157
11.12
... More
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.
0.01
-
0.01
... More
1st year Take12%
13.48
2837
210.46
... More
2nd year 2 times of 1st year
26.96
5674
210.46
... More
3rd year 3 times of 1st year
121.32
25533
210.46
... More
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.
0.01
-
0.01
... More
1st year 10 Nos per Km
21
1728
82.29
... More
2nd year Same as 1st year
21
1728
82.29
... More
3rd year Same as 1st year
21
1728
82.29
... More
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.
0.01
-
0.01
... More
1st year 40 Nos per Km
86
445
5.18
... More
2nd year Same as 1st year
86
445
5.18
... More
3rd year Same as 1st year
86
445
5.18
... More
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
0.01
-
0.01
... More
1st year Take11.5% of the area
738.3
1277
1.73
... More
2nd year 20% excess over 1st year
885.96
1532
1.73
... More
3rd year 40% excess over 1st year
1033.62
1788
1.73
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