Rural Development Department Tender
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Costs
EMD
₹ 6,57,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_RDSPL_54637_1Bid Award Id
ViewTender No
EE/RDSD/PALAMAU-10/2021-22Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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Documents
BOQ Items
Filling Annular Space Around Footing in Rock (Lean cement concrete 1:3:6 nominal mix. Rate may be taken as per items 12.4.)
69.38
-
3279
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
42.64
-
3279
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
612.21
-
4601
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
51.39
-
71257
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M25 From 5m upto 10m height
100.58
-
5039
Upto 5m height
165.29
-
4879
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
52.11
-
71410
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
322560
-
0.71
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 foce. Complete as per drawing and Technical specifications
120
-
100
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
400.2
-
648
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.
159.28
-
1516
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M 30
312
-
5822
a) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
46.02
-
72669
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
43.56
-
9591
Construction of RCC railing of M30 Grade in-situ with 20 mm 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 specifications.
168.96
-
1700
Drainage Spouts complete as per drawing and Technical specification
32
-
797
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
6.17
-
3699
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
17.75
-
7800
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)
42.25
-
9097
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
607
-
1121
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
303.5
-
1699
For Toe Wall PCC Grade M15 Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
28.86
-
4068
Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.)
0.15
-
73027
Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) Rolling with vibratory roller
1675.71
-
111
Compacting original ground supporting subgrade (Loosening of the ground upto a level of500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.) Rolling with vibratory roller
225
-
45
Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) for grading- I Material
180
-
1346
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes / Smooth 3 wheeled Steel Roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) By Manual Means Grading- II (Using Screening Crushable type such as Moorum or Gravel) Using Screening Crushable type such as Moorum or Gravel (with Vibratory Roller)
84.45
-
1420
Grading- III (Using Screening Crushable type such as Moorum or Gravel) Using Screening Crushable type such as Moorum or Gravel (with Vibratory Roller)
84.45
-
1446
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 0.60 kg/sqm using mechanical means.)
1126
-
31
Providing 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.
1126
-
11
Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm 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 - II: Open-Graded Premix Surfacing using cationic Bitumen Emulsion
1126
-
146
Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats) Case - II : Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade.)
1126
-
48
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
1126
-
1121
Excavation for Structures (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 backfilling with approved material.)
584.8
-
41
Sand Filling in Foundation Trenches as per Drawing & Technical Specification
57.76
-
459
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
154.02
-
3279
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
235.46
-
2946
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
450.5
-
2899
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 foce. Complete as per drawing and Technical specifications
80
-
100
Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical specifications
9.49
-
575
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M20 Coping
12.75
-
4499
Sand (Local) - 12 KM
1099.31
-
325.32
Cement (Garhwa) - 25 KM
753.5
-
481.5
Boulder (Ranka) -17 KM
2487.56
-
483.37
Aggregate (Ranka) - 42 KM
2412.48
-
714.12
Steel (Garhwa) - 25 KM
153
-
481.5
Bitumen (Bokaro) - 350 KM
2.41
-
3114
Bitumen Emulsion (Bokaro) - 350 KM
0.9
-
3114
GST @ 12%
29026834.61
-
0.12
Labour cess @ 1%
32510054.77
-
0.01
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