Rural Development Department Tender
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Costs
EMD
₹ 8,70,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_RDSPL_46885_1Bid Award Id
ViewTender No
RE-RDD/SD/HZB/15/2019-20Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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Documents
BOQ Items
Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification Sandy material
250.53
-
470
PCC 1:3:6 in foundation (Plain Cement Concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foudation and compacted by vibration including curing for 14 days.)
58.32
-
3555
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification, (PCC Grade M15) Annular Filling
64.34
-
3555
PCC M-15 Grade Levelling Course below Approach Slab complete as per drawing and Technical specification
7.88
-
3706
Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (RCC Grade M25 using Concrete Mixer)
1147.22
-
4710
Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (RCC M 25 using concrete mixer) Height Upto 5m
285.65
-
4994
Height between 5m to 10m
21.39
-
5158
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 face. Complete as per drawing and technical specification.
94
-
128
Furnishing and placing Reinforcement/ Prestressed cement concrete in Super-Structure a per drawing and Technical specification, RCC Grade M 30 RCC T-Beam & Slab (Height between 5m to 10m)
546
-
5960
Approach Slab (M30 Grade) including reinforcement and formwork complete as per drawing and Technical specification.
15.76
-
7952
Strip Seal Expansion Joint ( providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring complaince to the manufacturer's instructions for installation.
67.6
-
9381
Supplying, fitting and fixing in position true to line and level Elastomeric bearing confirming to IRC:83 (Part-II) section IX and clause 2005 of MORTH Specifications complete including all accessories as per drawing and technical specification.
564480
-
0.78
Providing drainage spout complete as per drawing and technical specification
56
-
885
Construction of railing of M30 grade in-situ with 20mm nominal size aggregate, true to line and grade, tolurence 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 specificatoins.
285.12
-
1664
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specification.
76.25
-
9639
Supplying , fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
102.07
-
67578
Supplying , fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
85.3
-
67721
Supplying , fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
80.53
-
68949
Providing and laying Filter media with granular materials /stone crushed aggreates satisfying the requirement laid down in clause 2504.2.2 of morth specification to a thickness oof not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provide over th 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
125.46
-
1288
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 specifications Stone/Boulder
111.9
-
1031
APPROACH ROAD PART Construction of Embankment with Material deposited from Borrow Pits (Construction of embankment with approved materials 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.
1714.57
-
210
Compacting original ground supporting embankment. Rolling with vibratory roller
225
-
44
Granular Sub- Base with coarse graded material (Table 400-2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared sruface, mixing by mix in place method with rotavatory at OMC, and compactiing with vibratory roller to achieve the desire density, complete as per clause 401) for Grading - I Material
225
-
1060
Water bound Macadam (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 screening / Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density). Grading -II (Using Screening Crushable type such as moorum or gravel) (with Vibratory Roller)
150
-
1170
Grading -III (Using Screening Crushable type such as moorum or gravel) (with Vibratory Roller)
112.5
-
1196
Prime Coat (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)
820
-
28
Providiing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
820
-
10
Open - Graded Premix Surfacing (Providing, laying and rolling of open graded premix surfacing of 20mm thickness composed of 13.2 mm to 5.6mm 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.) (Case - I : Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour)
820
-
109
Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B Seal Coats) Seal Coat - Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/hours using crushed stone chipping 6.7mm size and penetration bitumen of suitable grade.
820
-
43
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 specifications. (Stone / Boulder )
59.13
-
1031
GUARD WALL PART Excavation for structures in ordinary soil (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. upto 3m depth
342
-
63
Sand filling in foundation trenches as per Drawing and Technical specification
31.36
-
284
Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (PCC Grade M15 )
83.6
-
3852
Stone masonry work in cement mortar 1:3 for foundation complete as per drawing and technical specifications.
137.5
-
3128
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications.
163.5
-
3098
Providing weep hole in Brick, masonary/Plain/Reinforced Cement Concrete abutment, wing wall/returnwall with 100mm dia AC pipe, extending through the full widt of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specification.
170
-
128
Pointing with cement mortar (1:3) on brickwork in substructure as per Technical specifications
117.89
-
556
Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (PCC garde M 20 ) For Coping
7.5
-
4563
Carriage of Materials including Loading and unloading Sand - 40 km
1257.01
-
709.6
Cement - 50 km
967.25
-
695
Boulder - 30
502.13
-
632.84
Aggregate - 30 km
2774.91
-
575.2
Steel - 120 km
279.14
-
1283
Bitumen (Bokaro) - 165 km
1.75
-
1661
Bitumen Emulsion (Bokaro) - 165 km
0.66
-
1661
GST @ 12%
38413377.09
-
0.12
Labour cess @ 1%
43022982.34
-
0.01
Evaluation Notes How It Works ?
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