Rural Development Department Tender
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Costs
EMD
₹ 5,37,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Construction Of Bridge Over Pandra River Between Pandra And Ajenda Chowk Of Gram Shivan Nagar In Sundil Panchayat Under Ratu Block In Ranchi District
Description
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Contact
Tender Id
2024_RDSPL_93765_3Bid Award Id
ViewTender No
RDD/SD/RANCHI/19/2024-25 E-tenderTender Authority
Rural Development Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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Documents
BOQ Items
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Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification
146.44
874
128076.42
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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.)
26.28
3376
88723.91
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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.)
38.38
3376
129574.72
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PCC M-15 Grade Levelling Course below Approach Slab complete as per drawing and Technical specification
5.5
3405
18731.02
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Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (RCC Grade M25 using Concrete Mixer)
572.33
4378
2505832.44
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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
119.89
4630
555198.6
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Height between 5m to 10m
2.95
4782
14108.37
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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.
96
110
10608
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Furnishing and placing Reinforcement/ Prestressed cement concrete in Super-Structure a per drawing and Technical specification, RCC Grade M 30
RCC Solid Slab (Height between 5m)
207.3
5073
1051653.63
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Approach Slab (M30 Grade) including reinforcement and formwork complete as per drawing and Technical specification.
16.48
8747
144160.45
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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.
42.25
10290
434752.5
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Providing drainage spout complete as per drawing and technical specification
12
817
9814.8
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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.
79.8
1987
158610.48
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Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specification.
32.92
10876
358054.38
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Supplying , fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
31.9
87394
2787894.12
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Supplying , fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
44.48
87744
3902893.15
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Supplying , fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
11.62
87893
1021325.96
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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.
37.06
1645
60974.82
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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
49.84
1158
57734.66
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Painting two coats after filling the surface with synthetic enamel paints in all shades on new plastered concrete surface
272.94
70
19187.68
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Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1litre for 2 sqm.
545.88
80
43888.75
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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.
893.59
61
54938.12
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Compacting original ground supporting embankment (. Rolling with vibratory roller
298.13
62
18573.5
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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
162.98
1437
234300.05
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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).
149.06
1701
253565.97
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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)
993.75
80
79798.13
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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.
993.75
12
12521.25
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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)
993.75
148
147472.5
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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.
993.75
54
53761.88
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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 )
23.58
1158
27315.07
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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
488.8
57
28057.12
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Sand Filling in Foundation Trenches as per Drawing & Technical Specification
49.34
567
28015.25
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Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (PCC Grade M15 )
131.56
3376
444159.72
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Stone masonry work in cement mortar 1:3 for foundation complete as per drawing and technical specifications.
207.36
3458
717175.3
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications.
417.96
3468
1449819.65
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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.
352
110
38896
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Pointing with cement mortar (1:3) on brickwork in substructure as per Technical specifications
39
577
22518.6
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Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (PCC garde M 20 ) For Coping
9.75
4168
40639.95
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Dismantling
Dismatling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonary, cement concrete, wood work, steel work including T&P and scaffolding wherever necessary, sorting an d dismantled material, disposable of unserviceable material with all lifts and lead of 1000 meters)
452
887
400924
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Box Culvert
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
298.57
57
17137.92
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Plain /Reinforced Cement Concrete in Open Foundation complete as per drawing and technical specifications (PCC garde M 15 )
26.27
3541
93045.71
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Plain /Reinforced Cement Concrete in Box Culvert complete as per drawing and technical specifications (RCC garde M 30 )
66.19
4694
310722.34
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification, (PCC Grade M 20 )
177.62
3940
699982.66
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Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.
81
1158
93830.4
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tone Masonary Work in cement mortar 1:3 in Foundation complete as per drawing and technical specifications
18.9
3229
61029.99
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Cement Concrete blocks Garde M15 (Upstream Side)
9.46
3829
36227.07
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Providing drainage spout complete as per drawing and technical specification
4
817
3271.6
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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.
6
1987
11925.6
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Supplying , fitting and placing HYSD bar reinforcement in Box complete as per drawing and technical specifications
6.97
87744
611757.44
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CARRAIGE PART Sand (Kanchi River) ( S- 70 km)
1104.09
1156
1276990.49
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Cement (Ranchi) ( S- 8 km)
604.18
484
292423.12
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Boulder (Tupudana) ( S- 18 km )
863.06
558
482329.71
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Aggregate (Tupudana) ( S- 18 km )
1595.43
382
610794.42
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Steel (Ranchi) ( S- 58 km)
99.04
949
93988.96
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Bitumen (Bokaro) ( S- 120 km)
2.13
1525
3249.53
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Bitumen Emulsion (Bokaro) ( S- 120 km)
0.8
1525
1220.48
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Add 18 % G.S.T
22508643.87
-
4051555.9
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Labour Cess 1%
26560199.77
-
265602
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