Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date19 Oct 2022
Closing DateCancelled
Tender Amount₹ 2,78,26,810
Costs
EMD
₹ 5,57,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_RDSPL_62348_4Bid Award Id
ViewTender No
RDSD/JAMSHEDPUR/02/2022-23Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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Documents
BOQ Items
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.)
62.33
-
3376.1
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (PCC Grade M15)
17.55
-
3376.1
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
5.58
-
3405.64
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications, (RCC Grade M35 using Concrete Mixer)
247.91
-
4378.3
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications (RCC M 35 using concrete mixer)
185.27
-
4630.9
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
34
-
110.5
Furnishing and placing Reinforcement/ Prestressed cement concrete in Super-Structure a per drawing and Technical specification, RCC Grade M 30
122.4
-
5495.9
Approach Slab (M30 Grade) Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
15.75
-
8747.6
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).
25.35
-
10290
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.
91500
-
0.81
Drainage Spouts complete as per drawing and Technical specification
16
-
817.9
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.
82.44
-
1987.6
Providing and laying Cement concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
256.65
-
10876.5
Supplying , fitting and placing un-coated HYSD bar reinforcement in Foundation complete as per drawing and technical specifications
12.56
-
87394.8
Supplying , fitting and placing HYSD bar reinforcement in Sub-structure complete as per drawing and technical specifications
26.25
-
87744.9
Supplying , fitting and placing HYSD bar reinforcement in Super-structure complete as per drawing and technical specifications
19.76
-
87893.8
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH 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 drawing and Technical Specification.
30.44
-
1645.3
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
91.32
-
1158.4
APPROACH ROAD PART Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.
1047.98
-
61.48
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.
935.08
-
129.9
Compacting original ground supporting embankment (. Rolling with vibratory roller
187.2
-
52.6
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
180
-
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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
114.8
-
1701.1
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.
656
-
80.3
Tack Coat on Bituminous surfaces 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.
656
-
12.6
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)
656
-
148.4
Seal Coat - Type A (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.
656
-
54.1
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.
381.11
-
1158.4
RETAINING WALL 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 bockfilling with approved material) Mechanical means
572
-
57.4
Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (PCC Grade M15 using Concrete Mixer)
518.62
-
3541.9
Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (RCC Grade M30 using Concrete Mixer)
153.27
-
4378.3
Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (RCC M 30 using concrete mixer)
131.04
-
4630.9
Supplying , fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
17.96
-
87394.8
Providing and laying Filter material under pitching in slopes complete as per drawing and technical specification
131.71
-
1645.3
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.
80
-
110.5
Carriage of Materials Sand - 22 km
847.32
-
464.52
Cement - 95 km
611.59
-
1162.5
Boulder - 87 km
91.32
-
1570.54
Aggregate - 85 km
1996.73
-
1397.8
Steel - 95 km
76.54
-
1162.5
Bitumen - 237 km
1.4
-
2485.7
Bitumen Emulsion - 237 km
0.52
-
2485.7
Granular material - 7 km
91.32
-
340.7
GST 2 18%
23348556.92
-
0.18
Labour cess @ 1%
27551297.16
-
0.01
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