Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date7 Aug 2024
Closing Date16 Aug 2024
Tender Amount₹ 3,87,74,835
Costs
EMD
₹ 7,75,500Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDSPL_89650_4Bid Award Id
ViewTender No
RDD/SD/SKELLA/02/2024-25(2nd call)Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.
310.8
2537029
8162.9
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres(Extra Pile Length). Stripping off RCC M35 in the pile up to cut off level and disposal of debris with all leads and lifts.
33.94
38194
1125.3
Sand Filling in Foundation Trenches as per Drawing & Technical Specification
23.64
13421
567.8
Providing and laying of PCC M15 levelling course 100mm thick below the pile cap.
23.64
80501
3405.6
Cement Concrete for Reinforced Concrete M - 35 in Pile Cap complete as per Drawing and Technical Specification
400.25
1796673
4488.9
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
45.37
3965102
87394.8
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
Upto 5 m Hieght
176.61
829096
4694.4
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
908510.4
735893
0.81
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.
86
9503
110.5
Supplying, fitting and placing HYSD Bar reinforcement in substructure complete as per Drawing and Technical Specification.
27.41
2404999
87744.9
Back filling behind abutment, wing wall and return wall, complete as per Drawing and \technical Specification.(Sandy Material )
137.69
120425
874.6
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.
63.01
103676
1645.3
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
244.8
1345396
5495.9
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 .
41.49
3646889
87893.8
Wearing Coat :-- Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
42.91
466683
10876.5
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.
152.56
314349
2060.5
Providing Drainage spout:-- Drainage Spouts complete as per drawing and Technical specification
40
32716
817.9
Providing PCC M15 grade Below Approach Slab:-- PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
7.93
26999
3405.64
Providing PCC / RCC M30 in Approach Slab:-- Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
15.86
138693
8747.6
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.
42.25
434752
10290
Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ IL per sq.m.
1000
80400
80.4
Protection Work
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.
349.16
404461
1158.4
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)
689.6
798836
1158.4
Providing and laying filter materials underneath pitching in slopes complete as per Drawing & Technical Specifications. SOR Item-15.5
344.8
634641
1840.6
E/w in excavation of foundation trenches for guard wall with all materials, labour, tools and plants, leveling and ramming the foundation beds .
424.5
24366
57.4
M15 grade concrete - Guard wall at the base of embankment
616
2181810
3541.9
Nominal reinforcement in guard wall
23.92
2090745
87394.8
Weep holes in Guard wall used to restrict sliipage of soil , pitching base
100
11050
110.5
Approch Road Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.
0.1
8867
88499.5
Construction of embankment with material obtained from borrow pits vide S.O.R. item No. 3.16 MOST CI. 305.
4724.55
613719
129.9
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)
113.4
163023
1437.6
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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
90
153099
1701.1
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.
600
48180
80.3
Providing and applying Tack coat with bitumen emulsion as per T.S Clause 503 & Direction of E/I.
600
7560
12.6
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.
600
89040
148.4
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
600
32460
54.1
Providing boundary pillars and F.I Posts as per S.O.R. Item 8.16, MORTH CL. 806.
108
58946
545.8
Carriage of Materials
Sand (Chandil)
881.1
554563
629.4
Cement (Jamshedpur)
695.79
543829
781.6
Boulder (Chandil)
1038.76
847843
816.21
Aggregate (Chandil)
2422.26
1524567
629.4
Steel (Jamshedpur)
168.98
132074
781.6
Bitumen (Bokaro)
1.76
3356
1906.9
Stone Metel/Filter Media
215.19
145126
674.41
Moorum(Local)
213.99
38982
182.17
Soil for Embankment filling
4724.55
677169
143.33
Goods & Service Tax (G.S.T.) @ 18%
12
5856242
1
Labour Cess @1%
1
383909
1
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