Rural Development Department Tender
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Costs
EMD
₹ 5,99,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDSPL_93765_4Tender 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
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)
334.8
2732938
8162.9
Levelling Course for Pile Cap (PCC M15)
28.3
96385
3405.6
Cement Concrete for Reinforced Concrete in Pile Cap complete as per drawing and Technical Specification (RCC Grade M25, using Concrete Mixer)
319.46
1372353
4295.8
PCC M-15 Grade Levelling Course below Approach Slab complete as per drawing and Technical specification
5.5
18731
3405.64
Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (RCC Grade M25 using Concrete Mixer)
12.92
56567
4378.3
Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (RCC M 25 using concrete mixer) Height Upto 5m
126.11
584002
4630.9
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.
60
6630
110.5
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
1051653
5073.1
Approach Slab (M30 Grade) including reinforcement and formwork complete as per drawing and Technical specification.
16.48
144160
8747.6
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
434752
10290
Providing drainage spout complete as per drawing and technical specification
12
9814
817.9
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
158610
1987.6
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specification.
32.92
358054
10876.5
Supplying , fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
55.81
4877503
87394.8
Supplying , fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
23.87
2094470
87744.9
Supplying , fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
11.62
1021325
87893.8
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.
39.19
64479
1645.3
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
67.1
77728
1158.4
Painting two coats after filling the surface with synthetic enamel paints in all shades on new plastered concrete surface
272.93
19187
70.3
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
545.87
43887
80.4
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.
1525.07
93761
61.48
Compacting original ground supporting embankment (. Rolling with vibratory roller
270
16821
62.3
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
147.6
212189
1437.6
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).
135
229648
1701.1
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)
900
72270
80.3
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.
900
11340
12.6
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)
900
133560
148.4
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.
900
48690
54.1
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 )
11.96
13854
1158.4
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
541.44
31078
57.4
Sand Filling in Foundation Trenches as per Drawing & Technical Specification
54.64
31024
567.8
Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (PCC Grade M15 )
145.72
491965
3376.1
Stone masonry work in cement mortar 1:3 for foundation complete as per drawing and technical specifications.
229.68
794371
3458.6
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications.
462.96
1605915
3468.8
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.
388
42874
110.5
Pointing with cement mortar (1:3) on brickwork in substructure as per Technical specifications
43.2
24943
577.4
Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (PCC garde M 20 ) For Coping
10.8
45016
4168.2
Dismantling of 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)
76.8
68121
887
CARRAIGE PART Sand (Nagfani River) ( S- 70 km)
1262.93
1460704
1156.6
Cement (Ranchi) ( S- 48 km)
678.52
580813
856
Boulder (Tupudana) ( S- 42 km )
560.15
521835
931.6
Aggregate (Tupudana) ( S- 48 km )
2195.53
1624604
739.96
Steel (Ranchi) ( S- 48 km)
214.5
183612
856
Bitumen (Bokaro) ( S- 162 km)
3.21
6151
1916.2
Bitumen Emulsion (Bokaro) ( S- 162 km)
1.2
2299
1916.2
Add 18 % G.S.T
25116081.34
4520894
0.18
Labour Cess 1%
29636975.98
296369
0.01
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