Rural Development Department Tender
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Costs
EMD
₹ 5,94,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_RDSPL_34626_1Bid Award Id
ViewTender No
EE/RDSD/PALAMAU-12/2018-19Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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Documents
BOQ Items
Plain/Reinforced cement concrete (PCC Grade M15) in open foundation complete as per drawing and technical specifications.
37.17
-
3852
Plain/Reinforced cement concrete (RCC Grade M25) in open foundation complete as per drawing and technical specifications
437.7199999999999
-
4710
Filling Annular Space Around footing in Rock (Lean cement concrete 1:3:6 nominal mix).
697.93
-
3852
Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
22.237
-
67578
Plain/Reinforced cement concrete (RCC Grade M25) in substructure complete as per drawing and technical specifications.
138.57999999999998
-
4994
Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification.
42.204
-
67721
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.
105
-
128
Providing and laying of filter media with granular materials/tone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH 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.
154.76
-
1288
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 accessrories as per drawing and Technical Specifications.
216000
-
0.78
Furnishing and placing Reinforced/Prestressed cement concrete (RCC Grade M30) in super-structure (for T-beam & slab) as per drawing and Technical Specification.
234
-
5960
Reinforced cement concrete in approach slab including reinforcement and formwork complete as per drawing and Technical specification
15.75
-
7952
Providing and laying cement concrete wearing coat M-30 grade including reinforcement comlete as per drawing and Techncial Specifications.
32.67
-
9639
Supplying, fiiting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specification.
36.24
-
68949
PCC M15 Grade levelling course below approach slab complete as per drawing and Technical Specification.
5.25
-
3706
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.)
33.8
-
9381
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.
130.24
-
1664
Drainage Spouts complete as per Drawing and Technical Specification.
24
-
885
Bailing out of water using Diesel Pump (10 H.P.) including 10% C.P.
7200
-
43.25
Back filling behind abutment, wing wall and return wall (with Sandy Material) complete as per drawing and Technical specification
332.39
-
470
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 pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and corss sections.)
121.83
-
130
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)
Rolling with Vibratory roller
4992.66
-
210
Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from dain and foundation of other structures graded and compacted to meet requirement of table 300-2)
Rolling with Vibratory roller
121.83
-
134
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.)
807.75
-
44
Granular Sub-Base (Shoulder) 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.
134.63
-
1060
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.
218.09
-
1060
Water Bound Macadam Grading 1
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes / Smooth 3 wheeled Steel Roller in stages to proper grade and camber, applying and brooming requisite type of scrrning /binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.
100.97
-
1170
Water Bound Macadam Grading 2
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes / Smooth 3 wheeled Steel Roller in stages to proper grade and camber, applying and brooming requisite type of scrrning /binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.
100.97
-
1196
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 75mm)
1346.25
-
216
Prime coat (Providing and applying primer coat with bituminen emulsionon on the prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.6kg/sqm using mechanical means)
1346.25
-
28
Tack coat (Providing and applyingtack coat with bitumen emulsionon pressure distributor at the rate of 0.2kg/sqm on the prepared surface of bituminous/granular Base cleaned with mechanical broom)
1346.25
-
10
Open graded Premix surfacing (Providing,laying and rolling of open graded premix surfacing of 20 mmthickness composed of 13.2 mm to 5.6 mm aggregateseither using penetration grade bitumen or cut back or emulsion to required line,grade and level to serve as wearing course on previously prepared base, including mixing in suitable plant,laying and rolling with smooth wheeled roller 8-10 tonne capacity,finished to required level and grade)
1839.15
-
122
Seal Coat (Providing and laying seal coat sealing the voids in bituminous surface laid to the specified levels,grade andcross fall using Type A seal coats.
1839.15
-
46
Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting.
(2x2x25 Nos. = 100 Nos.)
100
-
427
CONSTRUCTION OF GUARD WALL 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.
1033.5
-
63
Plain/Reinforced cement concrete (PCC Grade M15) in open foundation complete as per drawing and technical specifications.
70.2
-
3852
Reinforced cement concrete (RCC Grade M25) in open foundation complete as per drawing and technical specifications.
294.15
-
4710
Reinforced cement concrete (RCC Grade M25) in substructure complete as per drawing and technical specifications.
(Stem)
141
-
4994
Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
12.424
-
67578
Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification.
19.762
-
67721
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.
220
-
128
CARRIAGE OF MATERIALS Cement, Daltonganj 43 Km.(P) + 0 Km (K) .
751.97
-
636.2
Steel, Daltonganj 43 Km.(P) + 0 Km (K) .
138.456
-
636.2
Sand, Local 24 Km.(P) + 1 Km (K) .
952
-
527.2
Chips, Chattarpur 41 Km.(P) + 0 Km (K) .
2077.9900000000002
-
723.04
Aggregate, Chattarpur 41 Km.(P) + 0 Km (K) .
894.92
-
771.26
Moorum, Local 7 Km.(P) + 1 Km (K) .
76.06
-
277.34
Bitumen , Bokaro 315 Km.(P) + 0 Km (K) .
10.87
-
2921
GST @ 12%
26246091.454399996
-
0.12
Labour cess @ 1%
29395622.428927995
-
0.01
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