Rural Development Department Tender
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Costs
EMD
₹ 18,36,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDSPL_92321_1Bid Award Id
ViewTender No
RDD/SD/GUMLA/15/2024-25Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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Documents
BOQ Items
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Excavation for structures in ordinary Rock not requiring blasting (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
588.24
187530
318.8
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification
611.95
535211
874.6
... More
Providing Steel liner 10mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing
40.92
3910757
95570.8
... More
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)
547.8
4471636
8162.9
... More
Levelling Course for Pile Cap (PCC M15)
31.92
108706
3405.6
... More
Cement Concrete for Reinforced Concrete in Pile Cap complete as per drawing and Technical Specification (RCC Grade M25, using Concrete Mixer)
534.3
2295245
4295.8
... More
PCC 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 foudation and compacted by vibration including curing for 14 days.)
21.18
71505
3376.1
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PCC 1:3:6 in Annular Filling (Plain Cement Concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foudation and compacted by vibration including curing for 14 days.)
231.03
779980
3376.1
... More
PCC M-15 Grade Levelling Course below Approach Slab complete as per drawing and Technical specification
5.26
17913
3405.64
... More
Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (RCC Grade M25 using Concrete Mixer)
247.58
1083979
4378.3
... More
Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (RCC M 25 using concrete mixer) Height Upto 5m
285.74
1323233
4630.9
... More
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
204.38
977447
4782.5
... More
Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (RCC M 25 using concrete mixer) Height above 10m
126.51
633789
5009.8
... More
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.
142
15691
110.5
... More
Furnishing and placing Reinforcement/ Prestressed cement concrete in Super-Structure a per drawing and Technical specification, RCC Grade M 30
RCC T-Beam & Slab (Height between 5m to 10m)
1146
6298301
5495.9
... More
Approach Slab (M30 Grade) including reinforcement and formwork complete as per drawing and Technical specification.
15.76
137862
8747.6
... More
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.
109.85
1130356
10290
... More
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.
967680
783820
0.81
... More
Providing drainage spout complete as per drawing and technical specification
96
78518
817.9
... More
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.
551.92
1096996
1987.6
... More
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specification.
201.27
2189113
10876.5
... More
Supplying , fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
132.41
11571945
87394.8
... More
Supplying , fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
79.85
7006430
87744.9
... More
Supplying , fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
170.05
14946340
87893.8
... More
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.
65.07
107059
1645.3
... More
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
179.08
207446
1158.4
... More
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.
12443.31
765014
61.48
... More
Compacting original ground supporting embankment (. Rolling with vibratory roller
562.5
35043
62.3
... More
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
562.5
808650
1437.6
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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).
281.25
478434
1701.1
... More
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)
1875
150562
80.3
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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.
1875
23625
12.6
... More
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)
1875
278250
148.4
... More
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.
1875
101437
54.1
... More
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
209.1
242221
1158.4
... More
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
752
43164
57.4
... More
Sand filling in foundation trenches as per Drawing and Technical specification
75.92
43107
567.8
... More
Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (PCC Grade M15 )
202.4
683322
3376.1
... More
Stone masonry work in cement mortar 1:3 for foundation complete as per drawing and technical specifications.
319
1103293
3458.6
... More
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications.
643
2230438
3468.8
... More
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.
540
59670
110.5
... More
Pointing with cement mortar (1:3) on brickwork in substructure as per Technical specifications
60
34644
577.4
... More
Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (PCC garde M 20 ) For Coping
15
62523
4168.2
... More
HUME PIPE CULVERT (1.20 M DIA) 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
25.01
1435
57.4
... More
PCC 1:3:6 in foundation (Plain Cement Concrete 1:3:6 nominal mix with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foudation and compacted by vibration including curing for 14 days.) (Grade M-10)
4.53
15293
3376.1
... More
Providing and laying Filter material under pitching in slopes complete as per drawing and technical specification
4.98
9166
1840.6
... More
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 )
8.64
10008
1158.4
... More
Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (RCC Grade M20 using Concrete Mixer)
32.75
129064
3940.9
... More
Supplying , fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
0.13
11011
87394.8
... More
Laying Reinforced Cement Concrete Pipe NP4/prestressed concrete pipe on first class bedding in single row 1200 mm dia
7.5
59606
7947.5
... More
CARRAIGE PART Sand (Kamdara) ( S- 10 km)
2897.99
764489
263.8
... More
Cement (Gumla) ( S- 58 km, U-2 km)
1525.52
1480059
970.2
... More
Boulder (Putritoli) ( S- 45 km, U-2 km)
1446.38
1466050
1013.6
... More
Aggregate (Putritoli) ( S- 45 km, U-2 km)
4176.27
3418360
818.52
... More
Steel (Gumla) ( S- 58 km, U-2 km)
408.36
396190
970.2
... More
Bitumen (Bokaro) ( S- 233 km, U-2 km)
4.01
10416
2597.7
... More
Bitumen Emulsion (Bokaro) ( S- 233 km, U-2 km)
1.5
3896
2597.7
... More
GST @ 18%
77022846.65
13864112
0.18
... More
Labour cess @ 1%
90886959.05
908869
0.01
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