Jharkhand State Rural Road Development Authority Tender
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Costs
EMD
₹ 2,42,156Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CEJHR_68711_89Tender 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
(b)L063-Kurkura to Kuksum Toli
1.1
3940
3582.17
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)L080-L028 (Parwa Khas ) to Putkul
1.11
41627
37502.61
(b)L063-Kurkura to Kuksum Toli
0.66
24751
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)L080-L028 (Parwa Khas ) to Putkul
2081.25
42852
20.59
(b)L063-Kurkura to Kuksum Toli
1237.5
25480
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)L080-L028 (Parwa Khas ) to Putkul
302.8
28230
93.23
(b)L063-Kurkura to Kuksum Toli
269.8
25153
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)L080-L028 (Parwa Khas ) to Putkul
211.96
11166
52.68
(b)L063-Kurkura to Kuksum Toli
188.86
9949
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)L080-L028 (Parwa Khas ) to Putkul
4784.48
564760
118.04
(b)L063-Kurkura to Kuksum Toli
2028.05
239391
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)L080-L028 (Parwa Khas ) to Putkul
531.61
98640
185.55
(b)L063-Kurkura to Kuksum Toli
225.34
41811
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)L080-L028 (Parwa Khas ) to Putkul
3363.31
628534
186.88
(b)L063-Kurkura to Kuksum Toli
1999.8
373722
186.88
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)L080-L028 (Parwa Khas ) to Putkul
1184
221265
186.88
(b)L063-Kurkura to Kuksum Toli
704
131563
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)L080-L028 (Parwa Khas ) to Putkul
566.1
1320371
2332.4
(b)L063-Kurkura to Kuksum Toli
336.6
809102
2403.75
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)L080-L028 (Parwa Khas ) to Putkul
622.71
1359344
2182.95
(b)L063-Kurkura to Kuksum Toli
370.26
840097
2268.94
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)L080-L028 (Parwa Khas ) to Putkul
5661
247555
43.73
(b)L063-Kurkura to Kuksum Toli
3366
147195
43.73
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)L080-L028 (Parwa Khas ) to Putkul
5661
743232
131.29
(b)L063-Kurkura to Kuksum Toli
3366
387561
115.14
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)L080-L028 (Parwa Khas ) to Putkul
5661
654807
115.67
(b)L063-Kurkura to Kuksum Toli
3366
307080
91.23
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)L080-L028 (Parwa Khas ) to Putkul
-
-
-
Kilometer Stone (precast)
2
3058
1529.13
200m Stone (precast)
6
2559
426.58
(b)L063-Kurkura to Kuksum Toli
-
-
-
Kilometer Stone (precast)
1
1529
1529.13
200m Stone (precast)
4
1706
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)L080-L028 (Parwa Khas ) to Putkul
2
3121
1560.93
(b)L063-Kurkura to Kuksum Toli
1
1560
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)L080-L028 (Parwa Khas ) to Putkul
5
11631
2326.26
(b)L063-Kurkura to Kuksum Toli
5
11631
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)L080-L028 (Parwa Khas ) to Putkul
3
29483
9827.99
(b)L063-Kurkura to Kuksum Toli
3
29483
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)L080-L028 (Parwa Khas ) to Putkul
124
49183
396.64
(b)L063-Kurkura to Kuksum Toli
61
24195
396.64
Protection Work
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-
-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
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-
-
(a)L080-L028 (Parwa Khas ) to Putkul
99
19690
198.89
Providing coarse clean local sand filling in foundation trenches or in plinth or under approach slab including ramming and watering, layer not exceeding 150 mm thick with all leads and lifts including cost of all labour and materials, taxes and royalty all complete job as per design, drawing specification and direction of E/I.
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-
-
(a)L080-L028 (Parwa Khas ) to Putkul
8
3750
468.79
Plain Cement Concrete M15 in levelling Coarse below open foundation of Head walls as per drawings & Technical Specification Clause 1109
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-
-
(a)L080-L028 (Parwa Khas ) to Putkul
24
115332
4805.53
tone masonry in cement mortar (1:4) random rubble masonry for foundation complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
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-
-
(a)L080-L028 (Parwa Khas ) to Putkul
46
168558
3664.32
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
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-
-
(a)L080-L028 (Parwa Khas ) to Putkul
33.75
125497
3718.43
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
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-
-
(a)L080-L028 (Parwa Khas ) to Putkul
1.25
6229
4983.91
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
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-
-
(a)L080-L028 (Parwa Khas ) to Putkul
50
5141
102.83
Back filling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
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-
-
(a)L080-L028 (Parwa Khas ) to Putkul
9
8062
895.82
Culvert
-
-
-
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)L080-L028 (Parwa Khas ) to Putkul
114.89
22850
198.89
(b)L063-Kurkura to Kuksum Toli
114.89
22850
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)L080-L028 (Parwa Khas ) to Putkul
12.71
7267
571.9
(b)L063-Kurkura to Kuksum Toli
12.71
7267
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)L080-L028 (Parwa Khas ) to Putkul
22.5
111091
4937.42
(b)L063-Kurkura to Kuksum Toli
22.5
111091
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)L080-L028 (Parwa Khas ) to Putkul
9.6
46903
4884.29
(b)L063-Kurkura to Kuksum Toli
9.6
46903
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)L080-L028 (Parwa Khas ) to Putkul
89.09
330328
3707.89
(b)L063-Kurkura to Kuksum Toli
89.09
330328
3707.89
Pointing with cement mortar (1:3) on stonework in substructure as per technical specification Clauses 613.4 & 1204
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-
-
(a)L080-L028 (Parwa Khas ) to Putkul
126.75
6430
50.73
(b)L063-Kurkura to Kuksum Toli
126.75
6430
50.73
SUMMARY OF 5 YEARS MAINTENANCE COST
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-
-
1st Year
-
-
-
(a)L080-L028 (Parwa Khas ) to Putkul
1
55625
55625
(b)L063-Kurkura to Kuksum Toli
1
47450
47450.39
2nd Year
-
-
-
(a)L080-L028 (Parwa Khas ) to Putkul
1
90435
90435
(b)L063-Kurkura to Kuksum Toli
1
60879
60879.59
3rd Year
-
-
-
(a)L080-L028 (Parwa Khas ) to Putkul
1
110365
110365
(b)L063-Kurkura to Kuksum Toli
1
93410
93410.75
4th Year
-
-
-
(a)L080-L028 (Parwa Khas ) to Putkul
1
145800
145800
(b)L063-Kurkura to Kuksum Toli
1
116950
116950.43
5th Year
-
-
-
(a)L080-L028 (Parwa Khas ) to Putkul
1
244399
244399.04
(b)L063-Kurkura to Kuksum Toli
1
136128
136128.12
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