Rural Development Department Tender
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Costs
EMD
₹ 2,68,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDSPL_92363_1Bid Award Id
ViewTender No
EE/RDSD/PALAMAU-09/24-25/GP-03Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
Plain/Reinforced cement concrete for wall & slab etc. complete as per Drawing and Technical specifications.
RCC Grade M30
RCC Grade M30 using batching plant, transit mixer & concrete pump
432.18
2305464
5334.5
Supplying, fitting and placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical specifications
35.08
3072864
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.
174
19227
110.5
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specifications.
Granular material
187.49
119974
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.
69.44
114249
1645.3
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical specifications.
16.88
164635
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.
60
119256
1987.6
Drainage spouts complete as per Drawing and Technical Specifications.
20
16358
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
Clearing and Grubbing road land Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and tress girth upto 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of sericeable material to be used of auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness. By Manual means:- In area of thorny jungle
0.08
7079
88499.5
Construction of Embankment with Material obtained from Borrow pits. Construction of Embankment with approved material obtained from Borrow pits 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.
687.21
89268
129.9
Compacting Original ground
Compacting Original ground supporting sub-grade
Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for sub-grade construction.
112.5
5917
52.6
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
90
129384
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.
61.89
105281
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.
412.6
33131
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.
412.6
5198
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.
412.6
61229
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.
412.6
22321
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
79.79
92428
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
225.6
12949
57.4
Sand Filling in foundation trenches as per drawing & technical specification
20.4
11583
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.
60.72
204996
3376.1
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.
Random Rubble masonry (coursed/uncoursed)
95.72
331057
3458.6
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications
Random Rubble Masonry (Coursed/uncoursed)
192.92
669200
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.
120
13260
110.5
Pointing with cement mortar (1:3) on brick work in substrucutre as per technical specifications
1.38
796
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
4.5
18756
4168.2
Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with allk lifts and lead of 1000 metres
By Mechanical means Prestressed/ Reinforced cement concrete grade M-20 & above
33
29271
887
Dismantling of Structures
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with allk lifts and lead of 1000 metres
Dismantling stone masonry
By Mechanical means
Dismantling Brick/ Tile work/ rubble masonary/pitching/ etc. by mechanical means
354.2
47604
134.4
Construction of Embankment with Material obtained from Borrow pits. Construction of Embankment with approved material obtained from Borrow pits 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.
241.5
31370
129.9
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
24.15
34718
1437.6
Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row . Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . 1000 mm dia
20
127778
6388.9
Sand (Local) - 22 KM
520.61
250288
480.76
Cement (Medininagar) - 78 KM
344.16
390621
1135
Boulder (Chattarpur) - 42 KM
397.29
370115
931.6
Aggregate (Chattarpur) - 42 KM
1017.6
752983
739.96
Steel (Medininagar) - 78 KM
37.51
42573
1135
Bitumen (Bokaro) - 311 KM
0.88
2905
3301.9
Bitumen Emulsion (Bokaro) - 311 KM
0.33
1089
3301.9
Hume Pipe (Godda) - 257 KM
20
46433
2321.68
GST @ 18%
11212384.95
2018229
0.18
Labour cess @ 1%
13230614.24
132306
0.01
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