Jharkhand State Rural Road Development Authority Tender
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Costs
EMD
₹ 16,264Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CEJHR_68711_125Tender No
tender upload 31Tender Authority
Jharkhand State Rural Road Development Authority ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Clearing and grubbing road land including Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
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(a) L088-L053 To Mahuwatanr
1.2
45003
37502.61
Loosening, Levelling and Compacting original ground supporting embankment :- to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
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(a) L088-L053 To Mahuwatanr
1.8
37
20.59
Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
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(a) L088-L053 To Mahuwatanr
413.3
38531
93.23
Construction of embankment with approved material obtained from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
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(a) L088-L053 To Mahuwatanr
289.31
15240
52.68
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 250m as per Technical Specification Clause 301.5
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(a) L088-L053 To Mahuwatanr
4017.83
474264
118.04
Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto Free Lead as per Technical Specification Clause 301.5
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(a) L088-L053 To Mahuwatanr
446.43
82834
185.55
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 500 m as per Technical Specification Clause 303.1.
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(a) L088-L053 To Mahuwatanr
3636
433992
119.36
Construction of earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
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(a) L088-L053 To Mahuwatanr
960
179404
186.88
Granular sub-base/base/surface course with For Grading II Material with 5% cement : Providing, laying, Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 40
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(a) L088-L053 To Mahuwatanr
612
1485856
2427.87
Granular sub-base/base/surface course with For Grading III Material with 5% cement : Providing, laying, Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 40
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(a) L088-L053 To Mahuwatanr
673.2
1531038
2274.27
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
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(a) L088-L053 To Mahuwatanr
6120
263098
42.99
Surface dressing using Bituminous Emulsion ( Nominal chipping size 13.2 mm)Providing and laying surface dressing as wearing course consisting of a layer of bitumen emulsion laid on the prepared surface, followed by a cover of crushed stone chippings of specified size and rolling with 80-100 kN roller including cleaning the road surface as per Technical Specification Clause 507.
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(a) L088-L053 To Mahuwatanr
6120
736848
120.4
Surface dressing using Bituminous Emulsion ( Nominal chipping size 9.5 mm)Providing and laying surface dressing as wearing course consisting of a layer of bitumen emulsion laid on the prepared surface, followed by a cover of crushed stone chippings of specified size and rolling with 80-100 kN roller including cleaning the road surface as per Technical Specification Clause 507.
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(a) L088-L053 To Mahuwatanr
6120
652392
106.6
Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703
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(a) L088-L053 To Mahuwatanr
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Kilometer Stone (precast)
2
3058
1529.13
200m Stone (precast)
8
3412
426.58
TRAFFIC SIGN :- Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm × 47mm × 12 SWG sheet tube firmly fixed to the ground by mean of property designed foundations with M-15 grade cement concrete 450×450×600mm, 600mm below ground level as per approved drawing Clause 1701.2.2
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(a) L088-L053 To Mahuwatanr
2
3121
1560.93
DIRECTION SIGN :- Providing and erecting direction and place identification semi reflective sign board as per IRC:67 made of 2mm thick MS steel dully stove white colour in front and gray colour on back with red reflective border of 70mm width and required letters and figures with reflective tape engineering grade as per MORD for rural road of required shade and colour supported and welded on 47mmx47mmx12swg square tube of 3050mm height duly strengthened by 25mmx5mm MS flat iron on edges on back firmly concrete 450x450x600mm, 600mm below ground level as per approved drawing clause 1701.
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(a) L088-L053 To Mahuwatanr
7
16283
2326.26
(I) Providing and Fixing 'Logo' of PMGSYproject Providing and fixing of typical PMGSY/Bharat Nirman informatory sign board with logo as per MORD specifications and drawing. Three MS plates of 1.6 mm thick, top and middle plare duly welded with MS flat iron 25mm x 5mm size on back on edges.
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(a) L088-L053 To Mahuwatanr
4
39311
9827.99
Boundary Pillar cum FI Post : Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 at Sharp curves & high embankment.
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(a) L088-L053 To Mahuwatanr
125
49580
396.64
Culvert
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-
Excavation for Structures Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out,construction of shorting and bracing, removal of stumps and other deleterious matte, dressing of sides and bottom and backfilling with approved material.
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(a) L088-L053 To Mahuwatanr
229.78
45701
198.89
Bedding for Pipe Type B (First Class) Bedding : Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii)
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(a) L088-L053 To Mahuwatanr
25.42
14535
571.9
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in single Row Providing and laying reinforced concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 excluding excavation, protection works, backfilling, concrete and masonry work in head walls and parapets as per Clause 1106.
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(a) L088-L053 To Mahuwatanr
45
222183
4937.42
Plain Cement Concrete M10 (1:3:6 niminal mix) in levelling course below open foundation of Head walls as per drawings & Tech. Specification Clause 1109
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(a) L088-L053 To Mahuwatanr
19.21
93807
4884.29
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
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(a) L088-L053 To Mahuwatanr
178.18
674171
3783.74
Pointing with cement mortar (1:3) on stonework in substructure as per technical specification Clauses 613.4 & 1204
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(a) L088-L053 To Mahuwatanr
253.51
12860
50.73
SUMMARY OF 5 YEARS MAINTENANCE COST
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1st Year
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(a) L088-L053 To Mahuwatanr
1
108059
108059.74
2nd Year
-
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(a) L088-L053 To Mahuwatanr
1
137905
137905.96
3rd Year
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(a) L088-L053 To Mahuwatanr
1
202720
202720.29
4th Year
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(a) L088-L053 To Mahuwatanr
1
256928
256928.33
5th Year
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(b) L096 - L049 To Adiwasi tola
1
303673
303673.34
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