Zilla Parishad Tender
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Costs
EMD
₹ 1,99,800Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_DZPD_86935_1Bid Award Id
ViewTender No
ZP-DUM-19/2024_Gr.01Tender Authority
Zilla Parishad ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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BOQ Items
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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.
14.07
47501
3376.1
... More
Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.
RCC Grade M25
RCC Grade M25 using batching plant,transit mixer & Concrete pump
137.38
601490
4378.3
... More
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
8.21
717511
87394.8
... More
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications
RCC Grade M25
RCC Grade M25 using batching plant, transit mixer & concrete pump
Sub-Total For Upto 5 m=
13.09
60618
4630.9
... More
Sub-Total For 5 m to 10 m=
107.92
516127
4782.5
... More
Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications
20.53
1801402
87744.9
... More
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.
84
9282
110.5
... More
Back filling behind abutment, wing wall, return wall complete as per drawing and technical specifications
Sandy material
118.03
103229
874.6
... More
Providing and laying of filter media with granular materials/stones 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 drwaing and technical specification.
88.66
145872
1645.3
... More
RCC Grade M30 Using Batching Plant,Transite Mixer and Concrete Pump.
For T-beam & slab, 25-35 per cent of (a+b+c) Height 5m to 10m
138.2
759533
5495.9
... More
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
7.75
681176
87893.8
... More
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
8.07
87773
10876.5
... More
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.
57.11
113511
1987.6
... More
Drainage Spouts complete as per drawing and Technical specification
16
13086
817.9
... More
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
PCC Grade M15 using batching plant & Concrete pump
6.17
21012
3405.64
... More
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
17.75
155269
8747.6
... More
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
260851
10290
... More
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
421.94
488775
1158.4
... More
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
199.34
366905
1840.6
... More
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
0.03
2654
88499.5
... More
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.
102.05
13256
129.9
... More
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.
25.88
1361
52.6
... More
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
20.7
29758
1437.6
... More
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.
9.71
16517
1701.1
... More
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.
129.49
10398
80.3
... More
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.
129.49
1631
12.6
... More
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.
129.49
19216
148.4
... More
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.
129.49
7005
54.1
... More
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
9.55
11062
1158.4
... More
Sand (Local)-12 KM
230.19
67574
293.56
... More
Cement 10 KM
199.72
100379
502.6
... More
Boulder 20KM
421.34
278531
661.06
... More
Aggregate 15 KM
854.23
352455
412.6
... More
Steel 10 KM
36.49
28520
781.6
... More
Bitumen 175 KM
0.1
203
2037.1
... More
Bitumen Emulsion 175 KM
0.1
203
2037.1
... More
Add 18% for G.S.T.
1
1508748
1508748.5
... More
Labour Cess
1
98906
98906.85
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