Rural Development Department Tender
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Costs
EMD
₹ 7,61,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDSPL_92230_2Bid Award Id
ViewTender No
RDD/SD/GUMLA/14/2024-25Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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Documents
BOQ Items
Filling Annular Space Around Footing in Rock
121.56
410381
3376.1
PCC 1:3:6 in Foundation
38.42
129713
3376.1
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
601.5
2633547
4378.3
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
33.15
2897137
87394.8
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.
59.05
68403
1158.4
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical speciofications
RCC Grade M25 using batching plant, transit mixer & concrete pump
Height upto 5m
154.95
717557
4630.9
Height 5m to 10m
36.06
172456
4782.5
Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications
61.88
5429654
87744.9
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:20 H towards drawing face. Complete as per drawing and technical specifications.
236
26078
110.5
Back filling behind abutment, wing wall, return wall complete as per drawing and technical specifications Sandy material
2876.78
2516031
874.6
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.
74.67
122854
1645.3
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
403200
326592
0.81
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification
RCC Grade M30 Using Batching Plant,Transit Mixer and Concrete Pump.
For T-Section super-structure Height 5m to 10m
390
2143401
5495.9
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
60.4
5308785
87893.8
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
81.8
889697
10876.5
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.
193.6
384799
1987.6
Drainage Spouts complete as per drawing and Technical specification (As per 15.17)
40
32716
817.9
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
5.92
20161
3405.64
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
17.75
155269
8747.6
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.
50.7
521703
10290
APPROACH ROAD PART Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2.
3273.13
201232
61.48
Compacting Original ground supporting embankment
6275.32
390952
62.3
Granular Sub-Base with Graded Material (Table:- 400-1) By Mix in Place Method
Rate per cum for grading-I Material
209.1
300602
1437.6
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.
191.25
325335
1701.1
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.
1275
102382
80.3
Tack Coat on Bituminous surfaces
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
1275
16065
12.6
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.
1275
189210
148.4
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.
1275
68977
54.1
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.
142.47
165037
1158.4
GUARD WALL PART Excavation for strucutres Ordinary soil
Mechanical Means
516.8
29664
57.4
Sand Filling in foundation trenches as per drawing & technical specification
50.16
28480
567.8
PCC 1:3:6 in Foundation
133.76
451587
3376.1
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.
199.2
688953
3458.6
Pointing with cement mortar (1:3) on brick work in substrucutre as per technical specifications
40
23096
577.4
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications
282.4
979589
3468.8
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical speciofications (For Coping) PCC Grade M20
12
50018
4168.2
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.
272
30056
110.5
CARRAIGE PART Sand (Almunda River) ( S- 10 km )
4867.79
1284123
263.8
Cement (Gumla Surface) ( S- 25 km)
692.84
444872
642.1
Boulder (Karoundajor) ( S- 10 km )
731.29
317825
434.61
Aggregate (Karoundajor) ( S- 10 km)
1986.24
523970
263.8
Steel (Gumla) ( S- 25 km)
159.81
102614
642.1
Bitumen (Bokaro) ( S- 225 km)
2.73
6830
2502.1
Bitumen Emulsion (Bokaro) ( S- 225 km)
1.02
2552
2502.1
GST @ 18%
31912670.62
5744280
0.18
Labour Cess @ 1%
37656951.33
376569
0.01
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