Rural Development Department Tender
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Costs
EMD
₹ 3,66,650Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDSPL_88268_1Bid Award Id
ViewTender No
EE/RDSD/PALAMAU-03/2024-25Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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BOQ Items
Granular Sub-Base with Graded Material (Table:- 400-1)
By Mix in Place Method
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.
Rate per cum for grading-I Material
135.9
195369
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.
90.58
154085
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.
603.85
48489
80.3
Tack Coat on Bituminous surfaces
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
603.85
7608
12.6
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.
603.85
89611
148.4
Seal Coat
Case-II : Type B
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.
603.85
32668
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.
Stone/Boulder
33.8
39153
1158.4
Excavation for strucutres 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
150.4
8632
57.4
Sand Filling in foundation trenches as per drawing & technical specification
13.6
7722
567.8
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.
40.48
136664
3376.1
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.
Random Rubble masonry (coursed/uncoursed)
63.8
220658
3458.6
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications
Random Rubble Masonry (Coursed/uncoursed)
128.6
446087
3468.8
Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.
80
8840
110.5
Pointing with cement mortar (1:3) on brick work in substrucutre as per technical specifications
9.49
5479
577.4
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications
PCC Grade M20
Height upto 5m
PCC Grade M20 using batching plant, transit mixer & concrete pump For Coping
3
12504
4168.2
Excavation for structures
Earth work in excavation of foundation of structures as per drawing and technical specifications, 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.
Ordinary soil
Mechanical Means
1578.94
90631
57.4
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.
205.07
692336
3376.1
Plain/Reinforced Cement concrete in open Foundation complete as per Drawing and Technical specifications.
RCC Grade M25
RCC Grade M25 using batching plant, transit mixer & concrete pump
127.08
588494
4630.9
Plain/Reinforced cement concrete for wall & slab etc. complete as per Drawing and Technical specifications.
RCC Grade M25
RCC Grade M25 using batching plant, transit mixer & concrete pump
690.9
3635792
5262.4
Supplying, fitting and placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical specifications
61.77
5410798
87595.9
Providing weep holes in Brick masonary/ 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 specifications.
361
39890
110.5
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specifications.
Granular material
527.4
337483
639.9
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRT&H 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.
157.81
259644
1645.3
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical specifications.
17.3
168732
9753.3
Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, 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.
61.5
122237
1987.6
Drainage spouts complete as per Drawing and Technical Specifications.
16
13086
817.9
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specifications.
PCC Grade M15 using batching plant & concrete pump
8.32
28334
3405.6
Reinforced cement concrete approach slab including reinforcement and formwork complete as per Drawing and Technical specifications.
15.96
138012
8647.4
CARRIAGE OF MATERIALS
Sand (Local) - 17 KM
629.43
255775
406.36
Cement (Medininagar) - 72 KM
442.6
477653
1079.2
Boulder (Chattarpur) - 30 KM
245.44
182909
745.23
Aggregate (Chattarpur) - 30 KM
1478.21
829867
561.4
Steel (Medininagar) - 72 KM
64.26
69349
1079.2
Bitumen (Bokaro) - 310 KM
1.29
4247
3292.6
Bitumen Emulsion (Bokaro) - 310 KM
0.48
1580
3292.6
GST @ 18%
15381321.74
2768637
0.18
Labour cess @ 1%
18149959.66
181499
0.01
Evaluation Notes How It Works ?
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