Rural Development Department Tender
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Costs
EMD
₹ 9,91,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_RDSPL_77531_2Bid Award Id
ViewTender No
RDD/SD/SAHIBGANJ/17/2023-24Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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Documents
BOQ Items
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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.)
64.47
217657
3376.1
... More
Plain/Reinforced cement concrete (RCC Grade M30 using batching plant, transit mixer & Concrete Pump) in open foundation complete as per drawing and technical specifications
621.77
2759601
4438.3
... More
Filling Annular Space Around Footing in Rock. (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.)
268.29
905773
3376.1
... More
Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
39.33
3436975
87394.8
... More
Plain/Reinforced cement concrete (RCC Grade M30 using batching plant, transit mixer & concrete pump) in substructure complete as per drawing and technical specifications. (Height upto 5m)
214.9
1008826
4694.4
... More
Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification.
67.02
5880838
87744.9
... More
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 structures with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications.
108
11934
110.5
... More
Providing and laying of filter media with granular materials/tone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600mm 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 drawing and technical specification.
155.61
256025
1645.3
... More
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 Mort&H specification complete including all accessories as per drwaing and technical specifications
483840
391910
0.81
... More
Back filling behind abutment, wing wall and return wall (with Sandy Material) complete as per drawing and Technical specification
368.81
322561
874.6
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Furnishing and placing Reinforced/Prestressed cement concrete (RCC Grade M30 using batching plant, transit mixer and concrete pump) in super-structure (for T-beam & slab) as per drawing and Technical Specification.(Height 5m to 10m)
468
2572081
5495.9
... More
Supplying, fiiting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specification.
69.02
6066254
87893.8
... More
Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Techncial Specifications.
65.34
710670
10876.5
... More
Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance to 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.
246.4
489744
1987.6
... More
Drainage Spouts complete as per Drawing and Technical Specification.
48
39259
817.9
... More
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical Specification.
5.25
17879
3405.64
... More
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification.
15.75
137774
8747.6
... More
Strip Seal Expansion Joint (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.)
59.15
608653
10290
... More
CONSTRUCTION OF APPROACH ROAD Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment /dumping area with lead upto 1000 metres, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)rdance with requirements of lines, grades and corss sections.)
68.6
10605
154.6
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Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
7645.46
993145
129.9
... More
Compacting original ground supporting embankment (Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.)
553.5
29114
52.6
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Granular Sub-Base with Graded Material (Table:-400-1) for Grading-I Material (By Mix in Place Method)
(In Shoulder)
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.
92.25
132618
1437.6
... More
Granular Sub-Base (Carriageway) with Coarse Graded Material Gr-I
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.
149.45
214849
1437.6
... More
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.
138.38
235398
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.)
922.5
74076
80.3
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Tack coat on Bituminus surfaces
(Providing and applying tack coat with bitumen emulsion on pressure distributor at the rate of 0.2kg per sqm on the prepared surface of bituminous surface cleaned with mechanical broom.)
922.5
11623
12.6
... More
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.)
1851
274688
148.4
... More
Seal Coat (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 200 tonnes/hours using crushed stone chipping 6.7mm size and penetration bitumen of suitable grade. (Case-II : Type B)
1851
100139
54.1
... More
Boundary Pillar
(Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting.)
(2x2x25 Nos. = 100 Nos.)
100
54580
545.8
... More
CONSTRUCTION OF RCC RETAINING WALL Excavation for structures (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
i) Ordinary Soil (Excavation upto 3.0m depth)
1884.15
108150
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.)
127.61
430824
3376.1
... More
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.
(RCC Grade M25 using batching plant transit mixture & concrete pump)
548.39
2401015
4378.3
... More
Plain/Reinforced cement concrete in substructure complete as per drawing and technical specifications.
(RCC Grade M25 using batching plant, transit mixer & concrete pump, height upto 5m)
233.34
1080574
4630.9
... More
Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
27.6
2411834
87394.8
... More
Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification.
33.02
2897336
87744.9
... More
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return all with 100 mm dia AC pipe, extending through the full width of the structures with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specifications.
303
33481
110.5
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CARRIAGE OF MATERIALS Cement, Barharwa 16 Km.(P) + 1 Km (K) .
1020.44
591549
579.7
... More
Steel, Barharwa 16 Km.(P) + 1 Km (K) .
246.12
142674
579.7
... More
Sand, Maheshpur 66 Km.(P) + 1 Km (K) .
1194.34
1350989
1131.16
... More
Chips, Modikola 21 Km.(P) + 2 Km (K) .
2648.27
1312588
495.64
... More
Aggregate, Modikola 21 Km.(P) + 2 Km (K) .
461.66
244195
528.95
... More
Bitumen , Bokaro 283 Km.(P) + 1 Km (K) .
4.7
14395
3062.8
... More
GSt @ 18%
41567944.9
7482230
0.18
... More
Labour cess @ 1%
49050174.99
490501
0.01
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