Road Construction Department Tender
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Costs
EMD
₹ 1,60,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CECOM_98611_1Tender No
NH/DHANBAD/20/2024-25Tender Authority
Road Construction Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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Documents
BOQ Items
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Plain/Reinforced Cement concrete in open Foundation complete as per Drawing and Technical specifications all as per direction of Engineer in Charge..
A - PCC GRADE M-15
PCC Grade M15 using batching plant & concrete pump
94
4707
442520.04
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Plain/Reinforced cement concrete for wall & slab etc. complete as per Drawing and Technical specificationsall as per direction of Engineer in Charge.
B - RCC Grade M25 Superstructure
RCC Grade M25 using batching plant, transit mixer & concrete pump
83.54
6255
522619.56
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Plain/Reinforced cement concrete for wall & slab etc. complete as per Drawing and Technical specificationsall as per direction of Engineer in Charge.
B - RCC Grade M25 Substructure
RCC Grade M25 using batching plant, transit mixer & concrete pump
100.65
6255
629658.35
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Plain/Reinforced Cement concrete in open Foundation complete as per Drawing and Technical specifications all as per direction of Engineer in Charge.
E - RCC Grade M25 Foundation
Case I - RCC Grade M25 using batching plant, transit mixer & concrete pump
140.12
5526
774437.64
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Supplying, fitting and placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical specifications all as per direction of Engineer in Charge. For Foundation @ 40kg/Cum
5.6
87898
492233.28
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For Substructure @ 40kg/Cum
3.99
88248
352113.11
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For Superstructure @ 40kg/Cum
3.34
88397
295248.65
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Reinforced Cement Concrete Crash Barrier
Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with Reinforced Cement Concrete with HYSD reinforcement conforming to MoRT&H specification and as per details given IRC-5 (Fig.-5, b) including dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc., as per approved drawing and at locations directed by the Engineer, all as specified. (Area- 0.243 sqm./meter, single face) all as per direction of Engineer in Charge.
(ii) M 30 grade concrete
55
4899
269489.55
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Providing and laying of150 thk Flat Stone in 300 thk Concrete M15 PCC in Floor Apron as per approved drawing and at locations directed by the Engineer, all as specified all as per direction of Engineer in Charge.
68.15
4932
336147.15
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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 specificationsall as per direction of Engineer in Charge.
138
110
15249
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Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.complete as per drawing and Technical specifications all as per direction of Engineer in Charge.
191.25
2125
406410.08
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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 all as per direction of Engineer in Charge.
17.52
2068
36233.46
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Providing and laying Filter media below Stone Pitching,Behind Return wall(semi arc) complete as per drawing and Technical specifications all as per direction of Engineer in Charge.
47.01
2555
120111.49
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Drainage spouts complete as per Drawing and Technical Specifications all as per direction of Engineer in Charge.
4
817
3271.6
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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification all as per direction of Engineer in Charge.
17
10157
172676.31
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Providing and laying of P.C.C.M15 Curtain wall complete as per drawing and Technical specification all as per direction of Engineer in Charge.
71.51
4707
336644.77
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Providing and laying Cement concrete wearing coat M-30 grade excluding reinforcement complete as per drawing and Technical Specifications. (including cost of steel)
6.57
10621
69785.95
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Construction of embankment 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) Rolling with vibratory roller (For Diversion of Road) all as per direction of Engineer in Charge.
877.2
129
113948.28
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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 surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MORT&H specification clause 401 (5th revision). Grading II completeall as per direction of Engineer in Charge.
160
2158
345428.8
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Wet Mix Macadam (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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.) With Vibratory Roller completeall as per direction of Engineer in Charge.
175
2679
468875.75
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Goods & Service Tax (G.S.T.) -
6712157.94
-
1208188.43
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Labour Cess -
7920346.37
-
79203.46
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