Rural Development Department Tender
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Costs
EMD
₹ 4,48,500Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDSPL_94283_1Bid Award Id
ViewTender No
RDD/SD/RANCHI/20/2024-25 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
127.23
111275
874.6
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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.)
24.2
81701
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.)
92.98
313909
3376.1
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PCC M-15 Grade Levelling Course below Approach Slab complete as per drawing and Technical specification
5.26
17913
3405.64
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Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (RCC Grade M25 using Concrete Mixer)
449.28
1967082
4378.3
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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
95.81
443686
4630.9
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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.
87
9613
110.5
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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 T-Beam & Slab (Height between 5m to 10m)
183.6
1009047
5495.9
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Approach Slab (M30 Grade) including reinforcement and formwork complete as per drawing and Technical specification.
15.76
137862
8747.6
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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.
33.8
347802
10290
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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.
152182.8
123268
0.81
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Providing drainage spout complete as per drawing and technical specification
24
19629
817.9
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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.
117.94
234417
1987.6
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Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specification.
43.78
476173
10876.5
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Supplying , fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
22.23
1942786
87394.8
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Supplying , fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
37.07
3252703
87744.9
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Supplying , fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
29.64
2605172
87893.8
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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.
31.29
51481
1645.3
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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
39.13
45328
1158.4
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Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paints in all shades on new plastered concrete surface)
434.08
30515
70.3
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Painting on Concrete Surface (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)
770.55
61952
80.4
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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.
3427.57
210726
61.48
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Compacting original ground supporting embankment (Rolling with vibratory roller)
562.5
35043
62.3
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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
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
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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)
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
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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)
1875
278250
148.4
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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.
1875
101437
54.1
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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
4.5
5212
1158.4
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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
188
10791
57.4
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Sand filling in foundation trenches as per Drawing and Technical specification
18.98
10776
567.8
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Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (PCC Grade M15 )
50.6
170830
3376.1
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Stone masonry work in cement mortar 1:3 for foundation complete as per drawing and technical specifications.
79.76
275857
3458.6
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications.
160.76
557644
3468.8
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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.
136
15028
110.5
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Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (PCC garde M 20 ) For Coping
3.75
15630
4168.2
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HUME PIPE CULVERT PART (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
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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
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Providing and laying Filter material under pitching in slopes complete as per drawing and technical specification
4.98
9166
1840.6
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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 )
8.64
10008
1158.4
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Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (RCC Grade M20 using Concrete Mixer)
32.75
129064
3940.9
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Supplying , fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
0.13
11011
87394.8
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Laying Reinforced Cement Concrete Pipe NP4/prestressed concrete pipe on first class bedding in single row
7.5
59606
7947.5
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CARRAIGE PART Sand (Kanchi River) ( S- 65 km)
816.19
883280
1082.2
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Cement (Ranchi) ( S-20 km)
380.58
226673
595.6
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Boulder (Tupudana) ( S- 15 km )
316.84
162307
512.27
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Aggregate (Tupudana) ( S- 15 km )
1787.54
604546
338.2
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Steel (Ranchi) ( S- 20 km)
94.69
56397
595.6
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Bitumen (Bokaro) ( S- 140 km)
4.01
6863
1711.6
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Bitumen Emulsion (Bokaro) ( S- 140 km)
1.5
2567
1711.6
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GST 18%
18809344.59
3385682
0.18
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Labour Cess 1%
22195026.62
221950
0.01
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