Rural Development Department Tender
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Costs
EMD
₹ 1,36,200Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDSPL_86536_1Bid Award Id
ViewTender No
RDD/SD/GIRIDIH/05/2024-25/GR01Tender Authority
Rural Development Department ViewPurchaser Address
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BOQ Items
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P.C.C. M10 1:3:6 in foundation (Plain Cement Concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days)
15.12
51036
3376.1
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P.C.C. M15 (1:2:4) grade levelling course below approach slab complete as per design and specification below Approach Slab
4.95
17869
3610.04
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Plain/Reinforced Cement Concrete in open foundation complete as per drawing and technical specification. (R.C.C. Grade M 25 using batching plant,transit mixer & manual placing)
112.34
517289
4604.6
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Plain/Reinforced Cement Concrete in open foundation complete as per drawing and technical specification. (R.C.C. Grade M 25 using batching plant,transit mixer & concrete pump) Height upto 5 M
78.72
364562
4630.9
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Construction of railing of M 30 grade in – situ with 20 mm nominal size aggregate, true to line and grade, tolurence 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 drawing and technical specification.
48
95404
1987.6
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Furnishing and placing Reinforcement/Pre stressed cement concrete in Super-Structure as per drawing and technical specification, RCC Grade M 30 Solid Slab (Height upto 5 M)
54.74
277716
5073.1
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Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and technical specification.
9.91
107786
10876.5
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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and technical specification.
9.9
86601
8747.6
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Providing and fixing 20mm thick compresible fibre board in expansion complete as per drawing &Technical specification.
22
5915
268.9
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Drainage spout complete as per drawing and technical specification.
12
9814
817.9
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Providing weep holes in Brick Masonry/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 specification.
20
2210
110.5
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Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specification.
4.38
382789
87394.8
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification
13.21
1158671
87744.9
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specification.
5.78
508026
87893.8
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B. EMBANKMENT Construction of embankment with approved materials 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) .
816
105998
129.9
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Compacting original ground supporting embankment (Rolling with vibratory roller)
132
8223
62.3
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Granular material Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification.
73.72
47171
639.9
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D. Approch Road Construction of Sub Grade & Earthen Shoulder ( Construction of subgrade and earthen shoulders with approved material obtained form borrow pits with all lift & leads , transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) with lead up to 250 m as per Technical Specification claouse 303.1
218.7
28715
131.3
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Granular Sub base with close Graded Material (Table:- 400-1) By mix in place method ( Construction of granular sub-base by providing well graded material, spreading in uniform layers with moter grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with sooth wheeel roller to achieve the desired density, complete as per clause 401) (ii) For Grading-II Material
109.35
143981
1316.7
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P.C.C. M20 1:1.5:3 in Pavement of Road using batching plant , transit mixer and manual placing .
82.08
340919
4153.5
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C. GUARD WALL excavation for strcutures - Earthwork in excavation for structure as per drawing and technical specification in ordinary soil by mechanical means upto 3m
201.6
11571
57.4
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Sand filling in foundation trenches as per Drawing and Technical specification.
9.8
5564
567.8
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P.C.C. M10 1:3:6 in foundation (Plain Cement Concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days)
37.6
126941
3376.1
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random rubble masonry work in cement mortar (1:3) for foundation complete as per drawing and technical specification.
77.04
266464
3458.6
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Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification. Granular material
77.56
49630
639.9
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Random Rubble masonry work in cement mortar 1:3 for sub–structure complete as per drawing and technical specification.
84.66
293654
3468.8
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Providing weep holes in Brick Masonry/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 specification.
28
3094
110.5
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P.C.C.M15 (1:2:4) in sub structure (Plain Cement Concrete 1:2:4 nominal mix in sub structure complete as per drawings and technical specifications
1.5
5619
3746.2
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Carriage of Materials Cement
218.05
241398
1107.1
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Steel
23.37
25867
1107.1
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Sand
264.98
129046
487
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Stone chips
424.43
111963
263.8
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Stone metel
49.66
13747
276.82
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Boulder
55.77
13311
238.69
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Dust
161.7
70276
434.61
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Add. 18% GST
5712370.17
1028226
0.18
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Add. 1% Labour Cess
6740596.8
67405
0.01
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