Rural Development Department Tender
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Costs
EMD
₹ 5,06,300Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Construction Of Bridge Over Lowa Dobha Between Beradih Upertoli And Pahartoli In Hahap Panchayat Under Namkum Block In Ranchi District
Description
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Contact
Tender Id
2024_RDSPL_96255_1Tender No
RDD/SD/RANCHI/29/2024-25 E-tenderTender Authority
Rural Development Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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Documents
BOQ Items
Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification
193.91
874
169593.69
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.)
28.38
3376
95813.72
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.)
103.72
3376
350169.09
PCC M-15 Grade Levelling Course below Approach Slab complete as per drawing and Technical specification
5.5
3405
18731.02
Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (RCC Grade M25 using Concrete Mixer)
572.03
4378
2504518.95
Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (RCC M 25 using concrete mixer) Height Upto 5m
151.32
4630
700747.79
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.
114
110
12597
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)
207.3
5495
1139300.07
Approach Slab (M30 Grade) including reinforcement and formwork complete as per drawing and Technical specification.
16.48
8747
144160.45
Filler Joint Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification.
33.8
3698
125005.92
Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
33.8
268
9088.82
Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight
33.8
26
905.84
Providing drainage spout complete as per drawing and technical specification
18
817
14722.2
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
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specification.
32.42
10876
352616.13
Supplying , fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
32.58
87394
2847322.58
Supplying , fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
56.64
87744
4969871.14
Supplying , fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
11.79
87893
1036267.9
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.
46.65
1645
76753.25
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
58.86
1158
68183.42
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)
272.94
70
19187.33
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)
484.5
80
38953.8
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.
3219.16
61
197914.16
Compacting original ground supporting embankment (Rolling with vibratory roller)
326.25
62
20325.38
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
326.25
1437
469017
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).
163.13
1701
277500.44
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)
1087.5
80
87326.25
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.
1087.5
12
13702.5
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)
1087.5
148
161385
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.
1087.5
54
58833.75
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
52.26
1158
60537.98
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
490.6
57
28160.44
Sand filling in foundation trenches as per Drawing and Technical specification
48.68
567
27640.5
Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (PCC Grade M10 )
129.76
3376
438082.74
Stone masonry work in cement mortar 1:3 for foundation complete as per drawing and technical specifications.
199.5
3458
689990.7
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications.
314.9
3468
1092325.12
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.
298
110
32929
Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (PCC garde M 20 ) For Coping
10.5
4168
43766.1
DISMANTLING PART (Existing bridge) 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) Prestressed/ Reinforced cement concrete grade 20 and above (By mechanical means)
31.2
887
27674.4
Removing all type of Hume pipes and stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works.
Above 900mm
45.5
1000
45522.75
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
20.52
57
1177.85
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)
4.7
3376
15867.67
Providing and laying Filter material under pitching in slopes complete as per drawing and technical specification
4.98
1840
9166.19
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
1158
10008.58
Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications .
PCC Grade M20
19.34
4168
80612.99
Laying Reinforced Cement Concrete Pipe NP4/prestressed concrete pipe on first class bedding in single row
7.5
7947
59606.25
CARRIAGE PART Sand (Kanchi River) S-40km
1020.25
710
724581.55
Cement (Ranchi) S-27km
473.48
660
312828.24
Boulder (Tupudana) S-20km
685.6
589
404449.15
Aggregate (Tupudana) S-20km
1524.95
412
629194.37
Steel (Ranchi) S-27km
105.11
660
69446.18
Bitumen (Bokaro) S-130km
2.33
1618
3771.34
Bitumen Emulsion (Bokaro) S-130km
0.87
1618
1408.18
Add 18 % G.S.T
21237943.06
-
3822829.75
Add 1% Labour Cess
25060772.81
-
250607.73
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