Rural Development Department Tender
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Costs
EMD
₹ 6,21,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDSPL_93556_1Bid Award Id
ViewTender No
RDD/SD/GIRIDIH/18/2024-25/Gr01Tender Authority
Rural Development Department ViewPurchaser Address
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GEM & Bid Advisory Services
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BOQ Items
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Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.
Pile diameter-1200 mm
355.2
8162
2899462.08
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Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification
RCC Grade M25 RCC Grade M25 using batching plant & Concrete pump
206.55
4295
887297.49
... More
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
71.69
87394
6265333.21
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Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing.
14.44
95570
1380042.35
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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
Height upto 5m
62.18
4630
287949.36
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Height 5 to 10m
57.75
4782
276189.38
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Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications
19.62
87744
1721554.94
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Supplying , fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) section IX and clause 2005 of Mort&H specification complete including all accessories as per drwaing and technical specifications
161280
-
130636.8
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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.
50
110
5525
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Back filling behind abutment, wing wall, return wall complete as per drawing and technical specifications
Sandy material
101.27
874
88570.74
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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.
76.07
1645
125157.97
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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
156
5495
857360.4
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
23.01
87893
2022436.34
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
21.78
10876
236890.17
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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.
91.52
1987
181905.15
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Drainage Spouts complete as per drawing and Technical specification
16
817
13086.4
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
PCC Grade M15 using batching plant & Concrete pump
5.73
3405
19514.32
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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
16.49
8747
144247.92
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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
10290
260851.5
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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.
Stone/Boulder
154.8
1158
179320.32
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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
77.4
1840
142462.44
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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
26.2
4168
109206.84
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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
0.15
88499
13274.93
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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.
4907.12
129
637434.89
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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.
225
52
11835
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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
180
1437
258768
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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.
120.97
1701
205782.07
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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.
806.4
80
64753.92
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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.
806.4
12
10160.64
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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.
806.4
148
119669.76
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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.
806.4
54
43626.24
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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.
Stone/Boulder
240.58
1158
278687.87
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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
376
57
21582.4
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Sand Filling in foundation trenches as per drawing & technical specification
33.96
567
19282.49
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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.
101.2
3376
341661.32
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Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.
Random Rubble masonry (coursed/uncoursed)
159.52
3458
551715.87
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications
Random Rubble Masonry (Coursed/uncoursed)
321.52
3468
1115288.58
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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.
200
110
22100
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Pointing with cement mortar (1:3) on brick work in substrucutre as per technical specifications
2.3
577
1328.02
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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
7.5
4168
31261.5
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Sand - 23 KM Local
745.04
495
369271.63
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Cement - 55 KM Sariya
505.33
921
465459.46
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Boulder - 70 KM (Domchanch)
924.52
1366
1263328.84
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Aggregate - 70M (Domchanch)
1540.52
1156
1781765.43
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Steel - 55 KM Sariya
132.15
921
121723.37
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Bitumen - 155 KM Bokaro
1.73
1851
3202.4
... More
Bitumen Emulsion -155 KM Bokaro
0.65
1851
1203.22
... More
Add. 18% GST
26050496.36
-
4689089.34
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Add. 1% Labour Cess
30739585.7
-
307395.86
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