Rural Development Department Tender
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Costs
EMD
₹ 8,37,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_RDSPL_42797_1Bid Award Id
ViewTender No
RDD/SD/JAMTARA/03/2019-20Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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Documents
BOQ Items
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications M-15
223.64
861461
3852
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications M-30
534.08
2521944
4722
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
25.87
1748242
67578
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Substructure Providing RCC M-30 Mechanically mixed concrete in abutment shaft & pier shaft with stone aggregate 20 mm nominal size and clean coarse sand of FM-2 …… All complete job as per design
171.23
859242
5018
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Beyond 5 m and upto 10m Hieght
11.71
60423
5160
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Providing RCC M-30 Mechanically mixed concrete in abutment shaft & pier shaft with stone aggregate 20 mm nominal size and clean coarse sand of FM-2 …… All complete job as per design.
Beyond 5 m and upto 10m Hieght
185
954620
5160
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Supply Fitting & Fixing Elasto-Meric Bearing & seismic Pad :-- Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
Elastomeric Bearing & Pad
832204.8
649119
0.78
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Providing Weep Holes in Abutment Cap with 100mm dia AC Pipe:-- 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 Specifications.
78
9984
128
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Supplying, fitting and placing HYSD Bar reinforcement in substructure complete as per Drawing and Technical Specification.
55.09
3730614
67721
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Back filling behind abutment, wing wall and return wall, complete as per Drawing and \technical Specification.(Sandy Material )
154.01
72385
470
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Providing and laying of filter media with granular materials/stone crushed aggregate satisfying the requirement laid down in CI. 2504.22 of MORTH Specification of not less than 600mm behind abutment, wing and return wall to the full height compacted.
91.59
117967
1288
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Super Structure Providing RCC M 30 Grade & Super structure :-- Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification
916
5262420
5745
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Providing HYSD Bar in all types of RCC work:-- Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications .
134.02
9240476
68949
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Wearing Coat :-- Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
118.08
1138173
9639
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Providing RCC M30 Grade In Railing:-- Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
421.44
701276
1664
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Providing Drainage spout:-- Drainage Spouts complete as per drawing and Technical specification
48
42480
885
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Providing PCC M15 grade Below Approach Slab:-- PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
7.93
29381
3706
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Providing PCC / RCC M30 in Approach Slab:-- Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
15.85
126078
7952
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Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.
76.05
713425
9381
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Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
1.8
22435
12464
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Protection Work BOULDER PITCHING
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.
60.84
62726
1031
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Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per Drawing & Technical Specifications. SOR Item-15.4A (Ref. MORTH CI.2504)
230.15
237284
1031
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Providing and laying filter materials underneath pitching in slopes complete as per Drawing & Technical Specifications. SOR Item-15.5
115.07
167894
1459
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GUARD WALL E/w in excavation of foundation trenches for guard wall with all materials, labour, tools and plants, leveling and ramming the foundation beds .
430.2
27102
63
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M15 grade concrete - Guard wall at the base of embankment
494.16
1903504
3852
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Nominal reinforcement in guard wall
4.66
314913
67578
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Weep holes in Guard wall used to restrict sliipage of soil , pitching base
120
15360
128
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Approch Road Construction of embankment with material obtained from borrow pits vide S.O.R. item No. 3.16 MOST CI. 305.
2387.55
501385
210
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Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. (Grading-III)
170.61
180842
1060
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Water Bound Macadam Grade - II:- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.
58.73
68708
1170
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Water Bound Macadam Grade - III :- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.
41.01
49043
1196
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Providing and 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.
506.25
14175
28
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Providing and applying Tack coat with bitumen emulsion as per T.S Clause 503 & Direction of E/I.
506.25
5062
10
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Built-Up-Spray Grout (Providing, laying and rolling of built-up-spray grout layer over prepared base consisting of a two layer composite construction of compacted crushed coarse aggregates using motor grader for aggregates. key stone chips spreader may be used with application of bituminous binder after each layer, and with key aggregates placed on top of the second layer to serve as a Base conforming to the line, grades and cross-section specified, the compacted layer thickness being 75 mm)
506.25
109350
216
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Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.
506.25
55181
109
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B seal coats
506.25
21768
43
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Providing boundary pillars and F.I Posts as per S.O.R. Item 8.16, MORTH CL. 806.
92
39284
427
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Carriage of Materials Aggregate
2978.5
2511173
843.1
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Boulder
290.99
264700
909.67
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Sand
1222.56
438031
358.29
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Steel
239.74
93786
391.2
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Cement
1009.13
394771
391.2
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Moorum
277.43
71430
257.47
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Bitumen
3.01
4030
1340.4
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Stone Metal / Filter media
369.69
333312
901.59
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GST @ 12%
36981741.51
4437808
0.12
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Labour cess @ 1%
41419550.49
414195
0.01
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