Jharkhand State Rural Road Development Authority Tender
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Costs
EMD
₹ 12,96,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEJHR_135519_1Bid Award Id
ViewTender No
JH-12-PMJAN-JAM-01-2023-24Tender Authority
Jharkhand State Rural Road Development Authority ViewPurchaser Address
-Website
http://http://omms.nic.in/
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BOQ Items
Dismantling of Structures 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.
50
-
433.17
Dismantling of Cement Concrete Pavements as per Technical Specification clause 202. by mechanical means usingpneumatic tools breaking of pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000m, stacking serviceable and unserviceable materials separately.
63
-
1043.23
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.
742.5
-
19.1
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
1869.3
-
143.67
Construction of embankment with material obtained from Road way cutting 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 of Table 300.1 and 300.2 as per Technical specification clause 301.5
1121.58
-
43.32
Construction of Embankment with Material Obtained from Borrow Pits With approved material obtained from borrow pits with a lift up to 1.5m, transporting to site , spreding, grading to required slope and compacted to meet requirement of table 300.1 and 300.2 as per technical specification clause with a Free lead
665.58
-
97.11
Construction of Embankment with Material Obtained from Borrow Pit With approved material obtained from borrow pits with a lift up to 1.5m, transporting to site , spreding, grading to required slope and compacted to meet requirement of table 300.1 and 300.2 as per technical specification clause with a lead upto 500m.
221.86
-
189.02
Construction of Subgrade Construction of subgrade and earthen shoulders with approved materials 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 as per Technical Specification 301.4.1 Free Lead
1679.91
-
98.43
Construction of Subgrade Construction of subgrade and earthen shoulders with approved materials 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 as per Technical Specification 301.4.1 Lead upto 500m
559.97
-
190.33
Construction of Earthen Shoulder Construction of earthen shoulders with approved materials 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 as per Technical Specification 301.4.1 Free Lead
891.14
-
98.43
Construction of Earthen Shoulder Construction of earthen shoulders with approved materials 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 as per Technical Specification 301.4.1 lead upto 250m
381.92
-
190.33
By Mix in Place Method For Grading II Material ( For Flexible Pavement ) 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..By Mix in Place Method For Grading II Material
506.2
-
1971.88
By Mix in Place Method For Grading II Material ( For Rigid Pavement ) 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..By Mix in Place Method For Grading II Material
33.41
-
1971.88
Wet Mix Macadam (WMM) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
426.51
-
2729.17
Semi Dense Bituminous Concrete Providing and laying semi dense bituminous Concrete with 100-120 TPH batch type hot mixplant producing an average output of 75 tonnesper hour using crushed aggregate of specified grading, premixed with bituminous binder @ 4.5 to 5 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tendem rollers to achieve the desired compaction as per MORTH specification clause No. 508 complete as per Technical Specification.
124.99
-
11155.91
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
3124.69
-
52.96
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregaes conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh bacher using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curin of concrete slabs for 14-days.
31.82
-
6496.82
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement,
95.45
-
6496.82
Road Furniture Reinforced cement concrete M15 grade kilometer stone/local stone of standard desing as per IRC:8 fixing in position including painting and printing, etc. as per drawing and Technical Specificatin Clause-1703 Kilometer Stone (precast)
1
-
1871.41
200m Kilometer Stone (precast)
4
-
563.75
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm 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 x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing
3
-
1813.22
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 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 M.S. will be stove enameled on both sides. Lettering and printing 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 paint as per drawing Clause 1701 and Annexure 1700.1
2
-
12461.04
Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
4
-
2978.24
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, 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 M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
4
-
2618.99
Maintance Board Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
2
-
4064.79
Painting two coats including prime coat after filling the surface with synthetic enamel paint in all shades on new.plastered /concrete surfaces as per drawing and Technical Specification
200
-
98.19
Reinforcement cement concrete M-15 Grade boundary pillars/Local stone of standard design as per IRC : 25, fixed in position including finishin and lettering but excluding as per drawing and technical specification clause 1704.
50
-
585.96
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.For Edge Marking 80% of Length
165
-
509.29
Painting lines, dashes, arrows etc on roads in two coats on old work with ready mixed road marking paint conforming to IS: 164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control , Over 10 cm in width
100
-
80.87
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective 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) 90 cm equilateral triangle
3
-
5021
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective 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) 60 cm equilateral triangle
3
-
3279
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective 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) 60 cm circular
3
-
4419
Inogration Board for Road Construction
1
-
20000
REPAIRING OF PARAPET 01No. Stone masonry in cement mortar for superstructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204, in cement mortar 1:3 for parapet
2.4
-
4066.56
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
15
-
157.1
Retaining Wall-1.5m Hight - 50m 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.
105
-
306.49
Plain Cement Concrete M15 (1:2:4 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
15
-
5031.55
Stone masonry in cement mortar for foundation & Plinth complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
72
-
3661.59
Stone masonry in cement mortar for substructure complete as per drawing & technical specification
47.12
-
3806.14
Plain/reinforced cement concrete M15 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
1
-
5818.52
Providing weepholes 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
50
-
106.74
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
75
-
69.69
Drain - 100m Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification Clause 1104 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.
76.5
-
306.49
Plain Cement Concrete M15 (1:2:4 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
12.75
-
5031.55
Stone masonry in cement mortar for foundation & Plinth complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
22.75
-
3661.59
Plastering with cement mortar (1:4), 12 mm thick on vertical interface bed of drain & top of wall as per technical specification Clauses
209.5
-
157.1
1.5mm thick cement punning vertical interface bed of drain & top of wall as per technical specification Clauses
209.5
-
38
Providing concrete for plain/reinforced concrete M-20 on top complete as per drawings and technical specifications Clause 802, 803, 1202
1.25
-
5818.52
Five Years Maintanace - For 1st Year
1
-
75639.77
For 2nd Year
1
-
127740.7
For 3rd Year
1
-
130028.58
For 4th Year
1
-
182560.6
For 5th Year
1
-
195015.55
(2)Sahar Dangal PMGSY To Chandrdipa Pharitola Setting out pillars providing and fixing of Benchpillars@ four nos. Per kmas per drawing given. ( size 1.00 x 0.345 x 0.345)
2.01
-
4152.3
Clearing and Grubbing Road Land 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 .
1.21
-
57699.09
Dismantling of Structures 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.
100
-
433.17
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.
1624.5
-
19.1
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
1177.43
-
143.67
Construction of embankment with material obtained from Road way cutting 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 of Table 300.1 and 300.2 as per Technical specification clause 301.5
824.2
-
43.32
Construction of Embankment with Material Obtained from Borrow Pits With approved material obtained from borrow pits with a lift up to 1.5m, transporting to site , spreding, grading to required slope and compacted to meet requirement of table 300.1 and 300.2 as per technical specification clause with a Free lead
2299.63
-
97.11
Construction of Embankment with Material Obtained from Borrow Pit With approved material obtained from borrow pits with a lift up to 1.5m, transporting to site , spreding, grading to required slope and compacted to meet requirement of table 300.1 and 300.2 as per technical specification clause with a lead upto 250m.
574.91
-
143.06
Construction of Subgrade Construction of subgrade and earthen shoulders with approved materials 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 as per Technical Specification 301.4.1 Free Lead
3920.46
-
98.43
Construction of Subgrade Construction of subgrade and earthen shoulders with approved materials 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 as per Technical Specification 301.4.1 Lead upto 250m
980.12
-
144.38
Construction of Earthen Shoulder Construction of earthen shoulders with approved materials 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 as per Technical Specification 301.4.1 Free Lead
1977.84
-
98.43
Construction of Earthen Shoulder Construction of earthen shoulders with approved materials 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 as per Technical Specification 301.4.1 lead upto 250m
494.46
-
144.38
By Mix in Place Method For Grading II Material ( For Flexible Pavement ) 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..By Mix in Place Method For Grading II Material
1015.46
-
1715.05
By Mix in Place Method For Grading II Material ( For Rigid Pavement ) 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..By Mix in Place Method For Grading II Material
124.64
-
1715.05
Wet Mix Macadam (WMM) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
912.12
-
2356.72
Semi Dense Bituminous Concrete Providing and laying semi dense bituminous Concrete with 100-120 TPH batch type hot mixplant producing an average output of 75 tonnesper hour using crushed aggregate of specified grading, premixed with bituminous binder @ 4.5 to 5 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tendem rollers to achieve the desired compaction as per MORTH specification clause No. 508 complete as per Technical Specification.
250.73
-
10654.84
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
6268.31
-
53.05
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregaes conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh bacher using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curin of concrete slabs for 14-days.
144.68
-
6139.76
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement,
93.17
-
6139.76
Panel cutting in concrete pavement in square panels of 1.25Mx1.25M (Maximum panel) sizes sawing in straight line up to 1/3rd depth from surface including labour and hireage of cutting machine inclusive of taxes under R & D projects in PMGSY
554.69
-
24.28
Road Furniture Reinforced cement concrete M15 grade kilometer stone/local stone of standard desing as per IRC:8 fixing in position including painting and printing, etc. as per drawing and Technical Specificatin Clause-1703 Kilometer Stone (precast)
2
-
1871.41
200m Kilometer Stone (precast)
8
-
563.75
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm 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 x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing
3
-
1813.22
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 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 M.S. will be stove enameled on both sides. Lettering and printing 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 paint as per drawing Clause 1701 and Annexure 1700.1
2
-
12461.04
Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
4
-
2978.24
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, 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 M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
4
-
2618.99
Maintance Board Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
2
-
4064.79
Painting two coats including prime coat after filling the surface with synthetic enamel paint in all shades on new.plastered /concrete surfaces as per drawing and Technical Specification
200
-
98.19
Reinforcement cement concrete M-15 Grade boundary pillars/Local stone of standard design as per IRC : 25, fixed in position including finishin and lettering but excluding as per drawing and technical specification clause 1704.
50
-
585.96
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.For Edge Marking 80% of Length
331
-
509.29
Painting lines, dashes, arrows etc on roads in two coats on old work with ready mixed road marking paint conforming to IS: 164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control , Over 10 cm in width
100
-
80.87
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective 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) 90 cm equilateral triangle
3
-
5021
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective 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) 60 cm equilateral triangle
3
-
3279
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective 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) 60 cm circular
3
-
4419
Inogration Board for Road Construction
1
-
20000
REPAIRING OF PARAPET 02No. Stone masonry in cement mortar for superstructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204, in cement mortar 1:3 for parapet
4.8
-
3964.98
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
30
-
154.83
RCC 1NX1.5MX1M - 04No. 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.
306.98
-
306.49
Sand Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
21.39
-
820.64
Providing and laying Boulder Soling/pitching in Foundation trenches laid over prepared filter media as per drawing and technical specifications Clause 1302
35.17
-
1945.51
Plain Cement Concrete M15 (1:2:4 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
36.2
-
4705.15
Stone masonry in cement mortar for foundation & Plinth complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
157.23
-
3558.86
Stone masonry in cement mortar for superstructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204, in cement mortar 1:3 for parapet
64.86
-
3964.98
Providing weepholes 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
40
-
106.74
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (M20)
0.96
-
5460.88
Providing and fillling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight.
66
-
46.81
Providing and laying reinforced cement concrete Deck slab R.C.C. Grade M 25 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
29.34
-
6348.39
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800
7.18
-
12893.52
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
3.28
-
88986.68
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
158.2
-
154.83
RCC 1NX2MX1.4M - 01No. 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.
103.03
-
306.49
Sand Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
9.23
-
820.64
Providing and laying Boulder Soling/pitching in Foundation trenches laid over prepared filter media as per drawing and technical specifications Clause 1302
13.82
-
1945.51
Plain Cement Concrete M15 (1:2:4 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
12.95
-
4705.15
Stone masonry in cement mortar for foundation & Plinth complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
49.42
-
3558.86
Stone masonry in cement mortar for superstructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204,
25.92
-
3964.98
Providing weepholes 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
10
-
106.74
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (M20)
0.2
-
5460.88
Providing and fillling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight.
41.25
-
46.81
Providing and laying reinforced cement concrete Deck slab R.C.C. Grade M 25 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
10.73
-
6348.49
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800
2.1
-
12893.52
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
1.34
-
88986.68
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
60.34
-
154.83
Painting post etc with two coats of enamel paint of approved shade and make after clearing the surface etc area vide item no. 14.
10.11
-
102.51
Retaining Wall-1.5m Hight - 175m 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.
367.5
-
306.49
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
52.5
-
4705.15
Stone masonry in cement mortar for foundation & Plinth complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
252
-
3558.86
Stone masonry in cement mortar for substructure complete as per drawing & technical specification
164.93
-
3703.41
Plain/reinforced cement concrete M15 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
3.5
-
5460.88
Providing weepholes 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
175
-
106.74
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
262.5
-
69.41
Drain - 100m Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification Clause 1104 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.
76.5
-
306.49
Plain Cement Concrete M15 (1:2:4 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
12.75
-
4705.15
Stone masonry in cement mortar for foundation & Plinth complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
22.75
-
3558.86
Plastering with cement mortar (1:4), 12 mm thick on vertical interface bed of drain & top of wall as per technical specification Clauses
209.5
-
154.83
1.5mm thick cement punning vertical interface bed of drain & top of wall as per technical specification Clauses
209.5
-
38
Providing concrete for plain/reinforced concrete M-20 on top complete as per drawings and technical specifications Clause 802, 803, 1202
1.25
-
5460.88
Five Years Maintanace - For 1st Year
1
-
148422.36
For 2nd Year
1
-
226823.47
For 3rd Year
1
-
235040.96
For 4th Year
1
-
319709.85
For 5th Year
1
-
359732.44
(3)Talpokharia to Muridih Khijuria (Pahariyatola) via Madhaupur Setting out pillars providing and fixing of Benchpillars@ four nos. Per kmas per drawing given. ( size 1.00 x 0.345 x 0.345)
4.5
-
3968.65
Clearing and Grubbing Road Land 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 .
3.38
-
57699.09
Dismantling of Structures 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.
100
-
433.17
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.
3390.3
-
19.1
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
1176.5
-
143.67
Construction of embankment with material obtained from Road way cutting 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 of Table 300.1 and 300.2 as per Technical specification clause 301.5
823.55
-
43.32
Construction of Embankment with Material Obtained from Borrow Pits With approved material obtained from borrow pits with a lift up to 1.5m, transporting to site , spreding, grading to required slope and compacted to meet requirement of table 300.1 and 300.2 as per technical specification clause with a Free lead
7903.76
-
97.11
Construction of Embankment with Material Obtained from Borrow Pit With approved material obtained from borrow pits with a lift up to 1.5m, transporting to site , spreding, grading to required slope and compacted to meet requirement of table 300.1 and 300.2 as per technical specification clause with a lead upto 500m.
1975.94
-
189.02
Construction of Subgrade Construction of subgrade and earthen shoulders with approved materials 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 as per Technical Specification 301.4.1 Free Lead
7670.55
-
98.43
Construction of Subgrade Construction of subgrade and earthen shoulders with approved materials 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 as per Technical Specification 301.4.1 Lead upto 500m
2556.85
-
190.33
Construction of Earthen Shoulder Construction of earthen shoulders with approved materials 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 as per Technical Specification 301.4.1 Free Lead
4137.41
-
98.43
Construction of Earthen Shoulder Construction of earthen shoulders with approved materials 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 as per Technical Specification 301.4.1 lead upto 250m
1379.14
-
190.33
By Mix in Place Method For Grading II Material ( For Flexible Pavement ) 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..By Mix in Place Method For Grading II Material
2031.67
-
1961.6
By Mix in Place Method For Grading II Material ( For Rigid Pavement ) 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..By Mix in Place Method For Grading II Material
489.73
-
1961.6
Wet Mix Macadam (WMM) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
1771.35
-
2567.65
Semi Dense Bituminous Concrete Providing and laying semi dense bituminous Concrete with 100-120 TPH batch type hot mixplant producing an average output of 75 tonnesper hour using crushed aggregate of specified grading, premixed with bituminous binder @ 4.5 to 5 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tendem rollers to achieve the desired compaction as per MORTH specification clause No. 508 complete as per Technical Specification.
477.98
-
11133.76
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
11949.56
-
52.98
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregaes conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh bacher using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curin of concrete slabs for 14-days.
572.37
-
6282.26
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement,
342.49
-
6282.26
Road Furniture Reinforced cement concrete M15 grade kilometer stone/local stone of standard desing as per IRC:8 fixing in position including painting and printing, etc. as per drawing and Technical Specificatin Clause-1703 5th Kilometer Stone (precast)
1
-
3169.49
Kilometer Stone (precast)
4
-
1871.41
200m Kilometer Stone (precast)
18
-
563.75
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm 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 x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing
5
-
1813.22
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 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 M.S. will be stove enameled on both sides. Lettering and printing 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 paint as per drawing Clause 1701 and Annexure 1700.1
2
-
12461.04
Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
5
-
2978.24
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, 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 M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
5
-
2618.99
Maintance Board Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
2
-
4064.79
Painting two coats including prime coat after filling the surface with synthetic enamel paint in all shades on new.plastered /concrete surfaces as per drawing and Technical Specification
200
-
98.19
Reinforcement cement concrete M-15 Grade boundary pillars/Local stone of standard design as per IRC : 25, fixed in position including finishin and lettering but excluding as per drawing and technical specification clause 1704.
200
-
585.96
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.For Edge Marking 80% of Length
634
-
509.29
Painting lines, dashes, arrows etc on roads in two coats on old work with ready mixed road marking paint conforming to IS: 164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control , Over 10 cm in width
100
-
80.87
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective 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) 90 cm equilateral triangle
5
-
5021
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective 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) 60 cm equilateral triangle
5
-
3279
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective 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) 60 cm circular
5
-
4419
Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.)
100
-
695
Inogration Board for Road Construction
1
-
20000
REPAIRING OF PARAPET 04No. Stone masonry in cement mortar for superstructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204, in cement mortar 1:3 for parapet
9.6
-
3706.99
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
60
-
146.84
RCC 1NX1.5MX1M - 03No. 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.
230.23
-
306.49
Sand Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
16.04
-
820.64
Providing and laying Boulder Soling / pitching in Foundation trenches laid over prepared filter media as per drawing and technical specifications Clause 1302
26.38
-
1774.06
Plain Cement Concrete M15 (1:2:4 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
27.15
-
4814.79
Stone masonry in cement mortar for foundation & Plinth complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
117.92
-
3306.23
Stone masonry in cement mortar for superstructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204, in cement mortar 1:3 for parapet
48.64
-
3706.99
Providing weepholes 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
30
-
106.74
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (M20)
0.72
-
5606.07
Providing and fillling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight.
49.5
-
46.5
Providing and laying reinforced cement concrete Deck slab R.C.C. Grade M 25 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
22
-
6484.83
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800
5.38
-
13016.84
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
2.46
-
88855.41
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
118.65
-
146.84
Retaining Wall-1.5m Hight - 100m 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.
210
-
306.49
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
30
-
4814.79
Stone masonry in cement mortar for foundation & Plinth complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
144
-
3306.23
Stone masonry in cement mortar for substructure complete as per drawing & technical specification
94.25
-
3450.78
Plain/reinforced cement concrete M15 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
2
-
5606.07
Providing weepholes 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
100
-
106.74
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
150
-
68.37
Drain-200m Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification Clause 1104 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.
153
-
306.49
Plain Cement Concrete M15 (1:2:4 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
25.5
-
4814.79
Stone masonry in cement mortar for foundation & Plinth complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
45.5
-
3306.23
Plastering with cement mortar (1:4), 12 mm thick on vertical interface bed of drain & top of wall as per technical specification Clauses
419
-
146.84
1.5mm thick cement punning vertical interface bed of drain & top of wall as per technical specification Clauses
419
-
38
Providing concrete for plain/reinforced concrete M-20 on top complete as per drawings and technical specifications Clause 802, 803, 1202
2.5
-
5606.07
Five Years Maintanace - For 1st Year
1
-
256331.14
For 2nd Year
1
-
372738.58
For 3rd Year
1
-
441896.21
For 4th Year
1
-
574492.32
For 5th Year
1
-
659712.72
GST @ 18%
1
-
18
Labour Cess @ 1%
1
-
1
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