Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date5 Aug 2024
Closing Date16 Aug 2024
Tender Amount₹ 2,41,99,199
Costs
EMD
₹ 4,84,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDSPL_89388_2Bid Award Id
ViewTender No
E-RDSD/JSR/07/2024-25Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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Documents
BOQ Items
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Granular Sub-Base with Graded Material (Table:- 400-1)
By Mix in Place Method
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.
Rate per cum for grading-I Material
229.5
329929
1437.6
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Wet Mix Macadam (Plant Mix Method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
144.85
246404
1701.1
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Prime Coat over WMM/WBM
Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of
0.70 kg/sqm using mechanical means.
965.65
77541
80.3
... More
Tack Coat on Bituminous surfaces
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
965.65
12167
12.6
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Open-Graded Premix Surfacing
Providing, laying and rolling of open-graded pemix surfacing of 20mm thickness composed of 13.2mm to 5.6mm aggregates using viscosity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capcity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller finished to required level and grades.
965.65
143302
148.4
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Seal Coat
Case-II : Type B
Providing and laying of premix sand seal coat with HMP of appropriate capacity not less
965.65
52241
54.1
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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 and Technical
70.13
81238
1158.4
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Excavation for strucutres
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
Mechanical Means
338.4
19424
57.4
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Sand Filling in foundation trenches as per drawing & technical specification
30.58
17363
567.8
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PCC 1:3:6 in Foundation
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
91.08
307495
3376.1
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Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.
Random Rubble masonry
(coursed/uncoursed)
143.56
496516
3458.6
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications
Random Rubble Masonry
(Coursed/uncoursed)
289.36
1003731
3468.8
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Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.
180
19890
110.5
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Pointing with cement mortar (1:3) on brick work in substrucutre as per technical specifications
9.49
5479
577.4
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Plain/Reinforced cement concrete in sub- strucutre complete as per drawing and Technical specifications
PCC Grade M20 Height upto 5m
PCC Grade M20 using batching plant, transit
mixer & concrete pump For Coping
6.75
28135
4168.2
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Excavation for strucutres
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
Mechanical Means
1735.31
99606
57.4
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PCC 1:3:6 in Foundation
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
223.85
755739
3376.1
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Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.
RCC Grade M25
RCC Grade M25 using batching plant,transit mixer & Concrete pump
131.51
575790
4378.3
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Plain/Reinforced cement concrete in sub- strucutre complete as per drawing and Technical specifications
RCC Grade M25
RCC Grade M25 using batching plant, transit mixer & concrete pump
884.54
4096216
4630.9
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Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications
64.01
5616551
87744.9
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Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.
391
43205
110.5
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Back filling behind abutment, wing wall, return wall complete as per drawing and technical specifications
Sandy material
2737.8
2394479
874.6
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Providing and laying of filter media with granular materials/stones crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wing wall and return wall to the full height compacted to a firm condition complete as per drwaing and technical specification.
273.78
450450
1645.3
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
18
195777
10876.5
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Construction of RCC railing of M30 Grade in- situ with 20 mm nominal size aggregate, 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.
64
127206
1987.6
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Drainage Spouts complete as per drawing and Technical specification
16
13086
817.9
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
PCC Grade M15 using batching plant &
Concrete pump
8.32
28334
3405.64
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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
15.96
139611
8747.6
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Sand (Local)
880.41
812336
922.68
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Cement
580.58
464580
800.2
... More
Boulder
546.34
339266
620.98
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Aggregate
2046.6
905333
442.36
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Steel
65.16
52141
800.2
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Bitumen
2.07
3985
1925.5
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Bitumen Emulsion
0.77
1482
1925.5
... More
Goods & Service Tax (G.S.T.) @ 18%
12
3654854
1
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Labour Cess @1%
1
239596
1
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