Rural Development Department Tender
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Costs
EMD
₹ 1,16,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDSPL_95737_1Tender No
RDD/SD/GIRIDIH/15/RE/2024-25/4Tender Authority
Rural Development Department ViewPurchaser Address
-
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BOQ Items
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
3376
51036.5
P.C.C. M15 (1:2:4) grade levelling course below approach slab complete as per design and specification below Approach Slab
4.95
3610
17869.7
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)
112.32
4604
517188.67
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
57.94
4630
268305.08
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
1987
95404.8
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
5073
277716.71
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and technical specification.
9.9
10876
107677.35
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and technical specification.
9.9
8747
86601.24
Providing and fixing 20mm thick compresible fibre board in expansion complete as per drawing &Technical specification.
22
268
5915.8
Drainage spout complete as per drawing and technical specification.
12
817
9814.8
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
110
2210
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specification.
4.39
87394
383663.17
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification
11.4
87744
1000116.37
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specification.
5.78
87893
508377.74
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) .
910
129
118209
Compacting original ground supporting embankment (Rolling with vibratory roller)
165
62
10279.5
Granular material Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification.
74.22
639
47493.38
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
121.5
131
15952.95
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
50.63
1316
66657.94
P.C.C. M20 1:1.5:3 in Pavement of Road using batching plant , transit mixer and manual placing .
56.25
4153
233634.38
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
235.2
57
13500.48
Sand filling in foundation trenches as per Drawing and Technical specification.
9.9
567
5621.22
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)
39.6
3376
133693.56
random rubble masonry work in cement mortar (1:3) for foundation complete as per drawing and technical specification.
69.77
3458
241316.9
Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification. Granular material
115.93
639
74181.69
Random Rubble masonry work in cement mortar 1:3 for sub–structure complete as per drawing and technical specification.
38.08
3468
132081.5
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.
40
110
4420
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
2.25
3746
8428.95
Carriage of Materials Cement
151.03
595
89955.85
Steel
25.58
595
15235.45
Sand
185.95
189
35218.17
Stone chips
252.01
338
85229.44
Stone metel
51.55
357
18439.55
Boulder
107.85
512
55248.32
Dust
35.78
300
10752.42
Add. 18% GST
4830961.63
-
869573.09
Add. 1% Labour Cess
5700534.72
-
57005.35
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