Jharkhand State Rural Road Development Authority Tender
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Costs
EMD
₹ 1,29,394Document Cost
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Description
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Contact
Tender Id
2018_CEJHR_68711_66Tender 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
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. ( Dismantling of cement concrete)
5.48
1612
294.16
Dismantling of Rubble masonary/Brick masonary in cement mortar Vide SOR 2.6/2.7 (B)
46.66
9085
194.72
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.
-
-
-
(A) up to 600mm dia
22.5
2904
129.08
Compacting original ground supporting subgrade: Loosening, of the ground upto level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of of Tables 300.1 and 300.2 for subgrade construction as per Technical Spe
909
18716
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
139.18
12975
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
-
-
-
(Free Lead)
190.7
22510
118.04
(Lead upto 250m))
47.68
7237
151.79
Sub grade: Providing laying and spreading Soil on a Prepared sub-grade, pulversing adding the designed quanitity of cement to the spread soil,mixing in place with rotavator,grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/bace as per Technical Specification Clause 404.
2232
263465
118.04
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 upto250m as per Technical Specification Clause 404.
-
-
-
Earthen Shoulders Part of Flexible Pavement (75%)
538.65
81761
151.79
Earthen Shoulders Part of Flexible Pavement (25%)
179.55
33315
185.55
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 401.. GRADING-III. Cement Treated@ 5%
331.97
590282
1778.12
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 401. GRADING-II. Cement Treated@ 5%
301.79
593892
1967.9
PRIME COAT (I) LOW POROSITY 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
3017.88
132786
44
Surface dressing using Bituminous Emulsion (Nominal chipping size 13.2mm) 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.
3017.88
320317
106.14
Surface dressing using Bituminous Emulsion (Nominal chipping size 9.5mm) 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.
3017.88
286608
94.97
Providing and fixing of typical PMGSY informatory Sign Board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6mm thick top and middle plate duly welded with MS flat iron 25mmx5m size on back onedges. The lower plate will be welded with MS angle iron frame of 25mmx25mm x5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm x 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All MS will be stoe enameled on both sides. Lettering and printng arrows, border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy as per drawing.
2
19655
9827.99
Direction and Place Identification Signs upto 0.9 sqm Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing
2
4652
2326.26
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
2
7342
3671.4
Reinforced cement concrete M-15 grade Ordinary Kilometer Stone (Precast) stone/Local stone of stadard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703.
5
7645
1529.13
Reinforced cement concrete M-15 grade 200m stone (Precast) stone/Local stone of stadard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703.
4
1706
426.58
Boundary pillar: Reinforced cement concrete M-15 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 704. (Boundary pillar/ FI Post)
16
5472
342.05
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered/concrete surface as per drawing and Technical Specification Clause 1701
12.5
929
74.34
SETTING OUT
1
15776
15776
HUME PIPE CULVERT 1nx1m dia
-
-
-
Excavation for Structures Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 including setting out,construction of shorting and bracing, removal of stumps and other deleterious
113.76
22625
198.89
Bedding for pipe(ii) Type A (First Class) Bedding on well compacted sand, moorum or approved granular material as per clauses 1105 (ii)
9.16
6718
733.51
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling Coarse below open foundation of Head walls as per drawings & Technical Specification Clause 1109
13.36
55698
4169.05
Stone masonry in cement mortar (1:4) random rubble masonry for foundation complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
125.76
386035
3069.62
Providing and laying 1000mm dia reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar (1:2) but excluding excavation, protection works, backfilling, concrete and masonry work in head walls and parapets clause 1106 SOR 9.3 (B)
30
148964
4965.47
Providing 25mm thick cement plaster (1:4) with clean coarse sand of FM 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I
171.76
22825
132.89
Providing white washing, three coats over new surface with approved quality of lime including cost of cleaning surface thoroughly and removing the scales of smoke and mash marks with jhama rubbing scaffolding, washing of floors and taxes all complete as per building specification and direction of E/I.
162.72
2056
12.64
L105 HULSAM TO KARMA HARIJAN TOLA
-
-
-
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.
7200
27000
3.75
Compacting original ground supporting subgrade: Loosening, of the ground upto level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of of Tables 300.1 and 300.2 for subgrade construction as per Technical Spe
1218.06
25079
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
446.3
41608
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
-
-
-
(Free Lead)
1223.08
144372
118.04
(Lead upto 250m))
305.77
46412
151.79
Sub grade: Providing laying and spreading Soil on a Prepared sub-grade, pulversing adding the designed quanitity of cement to the spread soil,mixing in place with rotavator,grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/bace as per Technical Specification Clause 404.
2008.8
237118
118.04
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 upto250m as per Technical Specification Clause 404.
-
-
-
Earthen Shoulders Part of Flexible Pavement (75%)
484.79
73586
151.79
Earthen Shoulders Part of Flexible Pavement (25%)
161.6
29984
185.55
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 401.. GRADING-III. Cement Treated@ 5%
299.64
532622
1777.54
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 401. GRADING-II. Cement Treated@ 5%
272.4
535914
1967.38
PRIME COAT (I) LOW POROSITY 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
2723.97
119854
44
Surface dressing using Bituminous Emulsion (Nominal chipping size 13.2mm) 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.
2723.97
289149
106.15
Surface dressing using Bituminous Emulsion (Nominal chipping size 9.5mm) 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.
2723.97
258722
94.98
Providing and fixing of typical PMGSY informatory Sign Board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6mm thick top and middle plate duly welded with MS flat iron 25mmx5m size on back onedges. The lower plate will be welded with MS angle iron frame of 25mmx25mm x5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm x 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All MS will be stoe enameled on both sides. Lettering and printng arrows, border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy as per drawing.
2
19655
9827.99
Direction and Place Identification Signs upto 0.9 sqm Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing
2
4652
2326.26
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
2
7342
3671.4
Reinforced cement concrete M-15 grade Ordinary Kilometer Stone (Precast) stone/Local stone of stadard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703.
5
7645
1529.13
Reinforced cement concrete M-15 grade 200m stone (Precast) stone/Local stone of stadard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703.
5
2132
426.58
Boundary pillar: Reinforced cement concrete M-15 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 704. (Boundary pillar/ FI Post)
19
6498
342.05
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered/concrete surface as per drawing and Technical Specification Clause 1701
14.5
1077
74.34
SETTING OUT
1.2
10308
8590.13
HUME PIPE CULVERT 1nx1m dia
-
-
-
Excavation for Structures Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 including setting out,construction of shorting and bracing, removal of stumps and other deleterious
28.44
5656
198.89
Bedding for pipe(ii) Type A (First Class) Bedding on well compacted sand, moorum or approved granular material as per clauses 1105 (ii)
2.29
1796
784.48
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling Coarse below open foundation of Head walls as per drawings & Technical Specification Clause 1109
3.34
13987
4187.77
Stone masonry in cement mortar (1:4) random rubble masonry for foundation complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
31.44
96950
3083.66
Providing and laying 1000mm dia reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar (1:2) but excluding excavation, protection works, backfilling, concrete and masonry work in head walls and parapets clause 1106 SOR 9.3 (B)
7.5
37161
4954.85
Providing 25mm thick cement plaster (1:4) with clean coarse sand of FM 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I
42.94
5756
134.05
Providing white washing, three coats over new surface with approved quality of lime including cost of cleaning surface thoroughly and removing the scales of smoke and mash marks with jhama rubbing scaffolding, washing of floors and taxes all complete as per building specification and direction of E/I.
40.68
514
12.64
L120 CHIRU TO PATKHAHI TOLA
-
-
-
Maintenance
-
-
-
For 1st Year
1
43832
43832
For 2nd Year
1
58103
58103
For 3rd Year
1
72280
72280
For 4th Year
1
88569
88569
For 5th Year
1
102971
102971
L105 HULSAM TO KARMA HARIJAN TOLA
-
-
-
Maintenance
-
-
-
For 1st Year
1
48980
48980
For 2nd Year
1
66102
66102
For 3rd Year
1
83113
83113
For 4th Year
1
102660
102660
For 5th Year
1
119941
119941
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