Rural Development Department Tender
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Costs
EMD
₹ 9,46,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDSPL_96464_1Bid Award Id
ViewTender No
RDD/SD/GUMLA/21/2024-25Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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Documents
BOQ Items
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Bored cast-in-situ M35 grade RCC Pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000m. (Pile diameter 1200mm)
298.2
8162
2434176.78
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Levelling Course for Pile Cap (PCC M15)
31
3405
105573.6
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Cement Concrete for Reinforced Concrete in Pile Cap complete as per drawing and Technical Specification (RCC Grade M25, using Concrete Mixer)
347.02
4295
1490728.52
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PCC M-15 Grade Levelling Course below Approach Slab complete as per drawing and Technical specification
5.26
3405
17913.67
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Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (RCC Grade M25 using Concrete Mixer)
9.48
4378
41506.28
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Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (RCC M 25 using concrete mixer) Height Upto 5m
184.88
4630
856160.79
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Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (RCC M 25 using concrete mixer) Height between 5m to 10m
57.66
4782
275758.95
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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.
137
110
15138.5
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Furnishing and placing Reinforcement/ Prestressed cement concrete in Super-Structure a per drawing and Technical specification, RCC Grade M 30RCC T-Beam & Slab (Height between 5m to 10m)
390
5495
2143401
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Approach Slab (M30 Grade) including reinforcement and formwork complete as per drawing and Technical specification.
15.76
8747
137862.18
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Strip Seal Expansion Joint ( providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring complaince to the manufacturer's instructions for installation.
50.7
10290
521703
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Supplying, fitting and fixing in position true to line and level Elastomeric bearing confirming to IRC:83 (Part-II) section IX and clause 2005 of MORTH Specifications complete including all accessories as per drawing and technical specification.
403200
-
326592
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Providing drainage spout complete as per drawing and technical specification
40
817
32716
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Construction of railing of M30 grade in-situ with 20mm 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 drawings and technical specificatoins.
208.88
1987
415169.89
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Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specification.
72.63
10876
789960.2
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Supplying , fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
77.75
87394
6794945.7
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Supplying , fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
48.01
87744
4212632.65
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Supplying , fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
57.53
87893
5056530.31
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH 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 drawing and Technical Specification.
61.47
1645
101136.59
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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
162.49
1158
188228.42
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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.
8680.91
61
533702.14
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Compacting original ground supporting embankment (. Rolling with vibratory roller
433.13
62
26984
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Construction of granular sub-base by providing graded Material, mixing , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface mixing with cement at OMC and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.
for Grading - III Material
433.13
1437
622667.69
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Wet Mix Macadam (Providing, laying, spreading and compacting stone aggregates 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).
216.56
1701
368390.22
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Prime Coat (Providing and applying Primer Coat with bitumen emulsion on prepared surface of Granular Base including clearing of road surface and spraying primer at the rate of 0.90 kg/sqm using mechanical means)
1443.75
80
115933.13
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Providiing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
1443.75
12
18191.25
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Open - Graded Premix Surfacing (Providing, laying and rolling of open graded premix surfacing of 20mm thickness composed of 13.2 mm to 5.6mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.) (Case - I : Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour)
1443.75
148
214252.5
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Seal Coat - 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.
1443.75
54
78106.88
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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 )
84.8
1158
98232.32
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GUARD WALL PART
Excavation for structures in ordinary soil (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 bockfilling with approved material) Mechanical means
Depth upto 3m
295.84
57
16981.22
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Sand Filling in Foundation Trenches as per Drawing & Technical Specification
29.22
567
16591.12
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Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (PCC Grade M15 )
77.92
3376
263065.71
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Stone masonry work in cement mortar 1:3 for foundation complete as per drawing and technical specifications.
119.12
3458
411988.43
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications.
227.9
3468
790539.52
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Providing weep hole in Brick, masonary/Plain/Reinforced Cement Concrete abutment, wing wall/returnwall with 100mm dia AC pipe, extending through the full widt of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specification.
190
110
20995
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Pointing with cement mortar (1:3) on brickwork in substructure as per Technical specifications
21.5
577
12414.1
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Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (PCC garde M 20 ) For Coping
6.45
4168
26884.89
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CARRAIGE PART Sand (Banari) (S-55 km)
1695.45
933
1582533.03
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Cement (Gumla) ( S- 1155 km)
702.38
1479
1038890.26
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Boulder (Ghaghra) ( S- 85 km)
629.01
1599
1006063.75
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Aggregate (Ghaghra) ( S- 85 km)
2233.61
1379
3081935.08
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Steel (Gumla) ( S- 115 km)
218.9
1479
323774.99
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Bitumen (Bokaro) ( S- 290 km)
3.09
3106
9599.39
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Bitumen Emulsion (Bokaro) ( S- 290 km)
1.16
3106
3603.66
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Good and Services Taxes @ 18%
39673516.29
-
7141232.93
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Labour Cess @ 1%
46814749.23
-
468147.49
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