Rural Development Department Tender
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Costs
EMD
₹ 3,30,200Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDSPL_95849_1Tender No
RDD/SD/DEOGHAR/25/2024-25Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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Documents
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
219.6
1437
315696.96
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.
142.89
1701
243070.18
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.
952.6
80
76493.78
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.
952.6
12
12002.76
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.
952.6
148
141365.84
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.
952.6
54
51535.66
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
28
1158
32435.2
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
57
8632.96
Sand Filling in foundation trenches as per drawing & technical specification
13.6
567
7722.08
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
3376
136664.53
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.
Random Rubble masonry (coursed/uncoursed)
63.8
3458
220658.68
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications
Random Rubble Masonry (Coursed/uncoursed)
128.6
3468
446087.68
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
110
8840
Pointing with cement mortar (1:3) on brick work in substrucutre as per technical specifications
9.49
577
5479.53
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
4168
12504.6
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 Depth 3 m
1218.84
57
69961.42
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.
153.23
3376
517319.8
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
113.67
4630
526394.4
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
421.63
5262
2218785.71
Supplying, fitting and placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical specifications
46.59
87595
4081092.98
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.
212
110
23426
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specifications.
Granular material
251.19
639
160736.48
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.
87.02
1645
143174.01
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical specifications.
15.41
9753
150298.35
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.
54.8
1987
108920.48
Drainage spouts complete as per Drawing and Technical Specifications.
14
817
11450.6
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
3405
28334.59
Reinforced cement concrete approach slab including reinforcement and formwork complete as per Drawing and Technical specifications.
15.96
8647
138012.5
Carrige of Materials
Sand (Local)-17 KM
499.22
406
202863.04
Cement (Deoghar)-47 KM
315.66
846
267269.32
Boulder-42 KM
239.64
931
223248.62
Aggregate-125 KM
1260.97
1975
2490415.75
Steel (Deoghar)-47 KM
48.81
846
41327.43
Bitumen (Bokaro)-168 KM
2.04
1972
4022.88
Bitumen Emulsion (Bokaro)-168 KM
0.76
1972
1498.72
GST @ 18%
13852926.47
-
2493526.76
Labour cess @ 1%
16346453.23
-
163464.53
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