Roads And Bridges Department Tender
View complete overview of Sikkim Roads And Bridges Department Tender
Roads And Bridges Department Tender
Eprocure
Opening Date8 Oct 2018
Closing Date13 Nov 2018
Tender Amount₹ 14,24,27,659
Costs
EMD
₹ 21,69,050Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2018_CE(C)_363_1Bid Award Id
ViewTender No
73/GOS/RB(SD-IV)/18-19/29Tender Authority
Roads And Bridges Department ViewPurchaser Address
-Website
http://http://www.sikkim-roadsandbridges.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Ordinary soil (Manual Means)
-
-
-
(i) Depth upto 3 m
2051.38
-
-
(ii) 3 m to 6 m depth
1912.14
-
-
(iii) Above 6 m depth
137.61
-
-
Ordinary rock (not requiring blasting) (Manual Means)
-
-
-
Depth upto 3 m
1367.58
-
-
Hard rock ( requiring blasting )
206.42
-
-
Hard rock ( blasting prohibited )
344.03
-
-
Providing and laying of PCC M 15 levelling course 150 mm thick below the foundation
64.21
-
-
Plain/Reinforced cement concrete M30 in open foundation for abutment wall complete as per drawing and technical specifications
266.22
-
-
Supplying, fitting and placing uncoated HYSD bar reinforcement in foundation complete as per drawing and Technical specifications
47.92
-
-
Sub Structure
-
-
-
Plain/Reinforced Cement Concrete in open foundation complete as per Drawing and Technical specifications
-
-
-
a)RCC Grade M 30 upto 5 m
103.56
-
-
b)RCC Grade M 30 above 5 m and upto 10 m
103.56
-
-
c)RCC Grade M 30 above 10 m
138.08
-
-
Supplying, fitting and placing uncoated HYSD bar reinforcement in substructure complete as per drawing and Technical specifications
69.04
-
-
Providing weep holes in stone masonry/plain/reinforced concrete abutment , wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V : 20H towards drawing foce. Complete as per drawing and Technical Specifications
312
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (A. Granular material)
835.22
-
-
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the rerquirements laid down in clause 2504.2.2 of MOSRT&H specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the enire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical specifications
101.15
-
-
Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, completre assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete asper drawing and approved technical specifications.
-
-
-
POT-CUM PTFE
10
-
-
GUIDE
2
-
-
PIN
2
-
-
Super Structure
-
-
-
Furnishing and placing reinforced/Prestressed cement concrete in superstructure as per drawing and Technical specifications
-
-
-
RCC Grade M 30
194.64
-
-
Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical specifications
31.14
-
-
Launching & erection of steel built-up sections confirming to IS:800 including all labour and T & P etc and material to IS 2062 using joists,channels,angles,plates,flats ,etc.cutting to required size, bending, bolting/ welding of joints.
161.63
-
-
Providing and laying 56mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in Table 500-29, prepared by using mastic cooker and laid to reqired level and slope after cleaning the surface including providing anti-skid surface with bitumen precoated fine grained hard stone chipping of 9.50mm nominal size at the rate of 0.005 cum per 10 Sqm ans at an approximate spacing of 10 cm center to center in both directions pressed into surface when the temperature of surfaces not less than 100 C protuding 1mm to 4mm over mastiv surfaces all complete as per clause 515.
365.93
-
-
Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate shown in 500-1 using mechanical means.)
365.93
-
-
Bituminous Macadam (Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction) for Grading-II (19 mm nominal size)
18.3
-
-
Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
97.58
-
-
Drainage spouts complete as per drawing and Technical Specifications
10
-
-
PCC M 15 grade levelling course below approach slab complete as per drawing and Technical Specifications
3.83
-
-
Reinforced cement concrete approach slab in RCC M 30 grade including reinforcement and form work complete as per drawing and Technical specifications
23.73
-
-
Providing and fixing in position 20mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10m to cater for a horizontal movement upto 20mm covered with sealant complete as per drawing and Technical specifications
22.6
-
-
Providing nad laying of a strip seal expansion joint catering to maximum horizontal movement upto 70mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring
24
-
-
River Training Works
-
-
-
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material
1011.62
-
-
Providing and Laying Plum concrete in 1:2:4 c.c. with clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete.
637.92
-
-
Providing and laying. coarse Rubble Stone Masonry in 1:4:8 c.c. including bond stone, through stone of size 150mm x 150mm x 450mm manufactured in 1:4:8 and curing etc, complete.
361.72
-
-
Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 and IS: 4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders all complete.
288.71
-
-
Providing and Laying mixed earth and hand packed stone filling with clean hard selected stones all complete.
-
-
-
mixed filling
147.42
-
-
stone filling
176.58
-
-
Construction of 70R loading 35m span bridge over Rani Khola along Ranka Sichey Road in East Sikkim.
-
-
-
Foundation
-
-
-
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material
-
-
-
Ordinary soil (Manual Means)
-
-
-
(i) Depth upto 3 m
2050.88
-
-
(ii) 3 m to 6 m depth
1912.14
-
-
(iii) Above 6 m depth
137.61
-
-
Ordinary rock (not requiring blasting) (Manual Means)
-
-
-
Depth upto 3 m
1367.58
-
-
Hard rock ( requiring blasting )
206.42
-
-
Hard rock ( blasting prohibited )
344.03
-
-
Providing and laying of PCC M 15 levelling course 150 mm thick below the foundation
64.21
-
-
Plain/Reinforced cement concrete M30 in open foundation for abutment wall complete as per drawing and technical specifications
266.22
-
-
Supplying, fitting and placing uncoated HYSD bar reinforcement in foundation complete as per drawing and Technical specifications
47.92
-
-
Sub Structure
-
-
-
Plain/Reinforced Cement Concrete in open foundation complete as per Drawing and Technical specifications
-
-
-
a)RCC Grade M 30 upto 5 m
103.56
-
-
b)RCC Grade M 30 above 5 m and upto 10 m
103.56
-
-
c)RCC Grade M 30 above 10 m
138.08
-
-
Supplying, fitting and placing uncoated HYSD bar reinforcement in substructure complete as per drawing and Technical specifications
69.04
-
-
Providing weep holes in stone masonry/plain/reinforced concrete abutment , wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V : 20H towards drawing foce. Complete as per drawing and Technical Specifications
312
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (A. Granular material)
835.42
-
-
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the rerquirements laid down in clause 2504.2.2 of MOSRT&H specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the enire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical specifications
101.15
-
-
Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, completre assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete asper drawing and approved technical specifications.
-
-
-
POT-CUM PTFE
10
-
-
GUIDE
2
-
-
PIN
2
-
-
Super Structure
-
-
-
Furnishing and placing reinforced/Prestressed cement concrete in superstructure as per drawing and Technical specifications
-
-
-
RCC Grade M 30
172.32
-
-
Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical specifications
27.57
-
-
Providing,transporting and fabricating structural steel built-up sections confirming to IS:800 including all labour and T & P etc and material to IS 2062 using joists,channels,angles,plates,flats ,etc.cutting to required size, bending, bolting/ welding of joints.
142.74
-
-
Providing and laying 56mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in Table 500-29, prepared by using mastic cooker and laid to reqired level and slope after cleaning the surface including providing anti-skid surface with bitumen precoated fine grained hard stone chipping of 9.50mm nominal size at the rate of 0.005 cum per 10 Sqm ans at an approximate spacing of 10 cm center to center in both directions pressed into surface when the temperature of surfaces not less than 100 C protuding 1mm to 4mm over mastiv surfaces all complete as per clause 515.
328.43
-
-
Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate shown in 500-1 using mechanical means.)
328.43
-
-
Bituminous Macadam (Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction) for Grading-II (19 mm nominal size)
16.42
-
-
Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
87.58
-
-
Drainage spouts complete as per drawing and Technical Specifications
10
-
-
PCC M 15 grade levelling course below approach slab complete as per drawing and Technical Specifications
3.83
-
-
Reinforced cement concrete approach slab in RCC M 30 grade including reinforcement and form work complete as per drawing and Technical specifications
23.74
-
-
Providing and fixing in position 20mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10m to cater for a horizontal movement upto 20mm covered with sealant complete as per drawing and Technical specifications
22.6
-
-
Providing nad laying of a strip seal expansion joint catering to maximum horizontal movement upto 70mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring
24
-
-
River Training Works
-
-
-
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material
990.27
-
-
Providing and Laying Plum concrete in 1:2:4 c.c. with clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete.
618.12
-
-
Providing and laying. coarse Rubble Stone Masonry in 1:4:8 c.c. including bond stone, through stone of size 150mm x 150mm x 450mm manufactured in 1:4:8 and curing etc, complete.
361.72
-
-
Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 and IS: 4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders all complete.
262.86
-
-
Providing and Laying mixed earth and hand packed stone filling with clean hard selected stones all complete.
-
-
-
mixed filling
139.32
-
-
stone filling
184.68
-
-
Construction of 70R loading 25m span bridge over Seti Khola along Ranka Sichey Road in East Sikkim.
-
-
-
Foundation
-
-
-
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material
-
-
-
Ordinary soil (Manual Means)
-
-
-
(i) Depth upto 3 m
1442.24
-
-
(ii) 3 m to 6 m depth
1172.65
-
-
(iii) Above 6 m depth
24.93
-
-
Ordinary rock (not requiring blasting) (Manual Means)
-
-
-
Depth upto 3 m
963.5
-
-
Hard rock ( requiring blasting )
37.4
-
-
Hard rock ( blasting prohibited )
62.33
-
-
Providing and laying of PCC M 15 levelling course 150 mm thick below the foundation
71.71
-
-
Plain/Reinforced cement concrete M30 in open foundation for abutment wall complete as per drawing and technical specifications
177.6
-
-
Supplying, fitting and placing uncoated HYSD bar reinforcement in foundation complete as per drawing and Technical specifications
28.42
-
-
Sub Structure
-
-
-
Plain/Reinforced Cement Concrete in open foundation complete as per Drawing and Technical specifications
-
-
-
a)RCC Grade M 30 upto 5 m
58.39
-
-
b)RCC Grade M 30 above 5 m and upto 10 m
58.39
-
-
c)RCC Grade M 30 above 10 m
77.85
-
-
Supplying, fitting and placing uncoated HYSD bar reinforcement in substructure complete as per drawing and Technical specifications
33.08
-
-
Providing weep holes in stone masonry/plain/reinforced concrete abutment , wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V : 20H towards drawing foce. Complete as per drawing and Technical Specifications
252
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (A. Granular material)
444.41
-
-
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the rerquirements laid down in clause 2504.2.2 of MOSRT&H specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the enire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical specifications
58.22
-
-
Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, completre assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete asper drawing and approved technical specifications.
-
-
-
POT-CUM PTFE
10
-
-
GUIDE
2
-
-
PIN
2
-
-
Super Structure
-
-
-
Furnishing and placing reinforced/Prestressed cement concrete in superstructure as per drawing and Technical specifications
-
-
-
RCC Grade M 30
127.7
-
-
Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical specifications
20.43
-
-
Providing,transporting and fabricating structural steel built-up sections confirming to IS:800 including all labour and T & P etc and material to IS 2062 using joists,channels,angles,plates,flats ,etc.cutting to required size, bending, bolting/ welding of joints.
51.27
-
-
Providing and laying 56mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in Table 500-29, prepared by using mastic cooker and laid to reqired level and slope after cleaning the surface including providing anti-skid surface with bitumen precoated fine grained hard stone chipping of 9.50mm nominal size at the rate of 0.005 cum per 10 Sqm ans at an approximate spacing of 10 cm center to center in both directions pressed into surface when the temperature of surfaces not less than 100 C protuding 1mm to 4mm over mastiv surfaces all complete as per clause 515.
253.43
-
-
Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate shown in 500-1 using mechanical means.)
253.43
-
-
Bituminous Macadam (Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction) for Grading-II (19 mm nominal size)
12.67
-
-
Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
67.58
-
-
Drainage spouts complete as per drawing and Technical Specifications
10
-
-
PCC M 15 grade levelling course below approach slab complete as per drawing and Technical Specifications
3.83
-
-
Reinforced cement concrete approach slab in RCC M 30 grade including reinforcement and form work complete as per drawing and Technical specifications
23.73
-
-
Providing and fixing in position 20mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10m to cater for a horizontal movement upto 20mm covered with sealant complete as per drawing and Technical specifications
22.6
-
-
Providing nad laying of a strip seal expansion joint catering to maximum horizontal movement upto 70mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring
24
-
-
River Training Works
-
-
-
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material
572.72
-
-
Providing and Laying Plum concrete in 1:2:4 c.c. with clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete.
318.96
-
-
Providing and laying. coarse Rubble Stone Masonry in 1:4:8 c.c. including bond stone, through stone of size 150mm x 150mm x 450mm manufactured in 1:4:8 and curing etc, complete.
297.24
-
-
Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 and IS: 4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders all complete.
192.41
-
-
Providing and Laying mixed earth and hand packed stone filling with clean hard selected stones all complete.
-
-
-
mixed filling
82.01
-
-
stone filling
100.24
-
-
Construction of 70R loading 20m span bridge over Sim Khola along Ranka Sichey Road in East Sikkim.
-
-
-
Foundation
-
-
-
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material
-
-
-
Ordinary soil (Manual Means)
-
-
-
(i) Depth upto 3 m
1442.24
-
-
(ii) 3 m to 6 m depth
1172.65
-
-
(iii) Above 6 m depth
24.93
-
-
Ordinary rock (not requiring blasting) (Manual Means)
-
-
-
Depth upto 3 m
963.5
-
-
Hard rock ( requiring blasting )
37.4
-
-
Hard rock ( blasting prohibited )
62.33
-
-
Providing and laying of PCC M 15 levelling course 150 mm thick below the foundation
71.71
-
-
Plain/Reinforced cement concrete M30 in open foundation for abutment wall complete as per drawing and technical specifications
177.6
-
-
Supplying, fitting and placing uncoated HYSD bar reinforcement in foundation complete as per drawing and Technical specifications
28.42
-
-
Sub Structure
-
-
-
Plain/Reinforced Cement Concrete in open foundation complete as per Drawing and Technical specifications
-
-
-
a)RCC Grade M 30 upto 5 m
58.39
-
-
b)RCC Grade M 30 above 5 m and upto 10 m
58.39
-
-
c)RCC Grade M 30 above 10 m
77.85
-
-
Supplying, fitting and placing uncoated HYSD bar reinforcement in substructure complete as per drawing and Technical specifications
33.08
-
-
Providing weep holes in stone masonry/plain/reinforced concrete abutment , wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V : 20H towards drawing foce. Complete as per drawing and Technical Specifications
252
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (A. Granular material)
444.14
-
-
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the rerquirements laid down in clause 2504.2.2 of MOSRT&H specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the enire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical specifications
58.22
-
-
Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, completre assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete asper drawing and approved technical specifications.
-
-
-
POT-CUM PTFE
10
-
-
GUIDE
2
-
-
PIN
2
-
-
Super Structure
-
-
-
Furnishing and placing reinforced/Prestressed cement concrete in superstructure as per drawing and Technical specifications
-
-
-
RCC Grade M 30
105.39
-
-
Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical specifications
16.86
-
-
Providing,transporting and fabricating structural steel built-up sections confirming to IS:800 including all labour and T & P etc and material to IS 2062 using joists,channels,angles,plates,flats ,etc.cutting to required size, bending, bolting/ welding of joints.
47.94
-
-
Providing and laying 56mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in Table 500-29, prepared by using mastic cooker and laid to reqired level and slope after cleaning the surface including providing anti-skid surface with bitumen precoated fine grained hard stone chipping of 9.50mm nominal size at the rate of 0.005 cum per 10 Sqm ans at an approximate spacing of 10 cm center to center in both directions pressed into surface when the temperature of surfaces not less than 100 C protuding 1mm to 4mm over mastiv surfaces all complete as per clause 515.
215.93
-
-
Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate shown in 500-1 using mechanical means.)
215.93
-
-
Bituminous Macadam (Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction) for Grading-II (19 mm nominal size)
10.8
-
-
Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
57.58
-
-
Drainage spouts complete as per drawing and Technical Specifications
10
-
-
PCC M 15 grade levelling course below approach slab complete as per drawing and Technical Specifications
3.83
-
-
Reinforced cement concrete approach slab in RCC M 30 grade including reinforcement and form work complete as per drawing and Technical specifications
23.73
-
-
Providing and fixing in position 20mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10m to cater for a horizontal movement upto 20mm covered with sealant complete as per drawing and Technical specifications
22.6
-
-
Providing nad laying of a strip seal expansion joint catering to maximum horizontal movement upto 70mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring
24
-
-
River Training Works
-
-
-
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material
470.15
-
-
Providing and Laying Plum concrete in 1:2:4 c.c. with clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete.
236.39
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Providing and laying. coarse Rubble Stone Masonry in 1:4:8 c.c. including bond stone, through stone of size 150mm x 150mm x 450mm manufactured in 1:4:8 and curing etc, complete.
180.86
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Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 and IS: 4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders all complete.
148.21
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Providing and Laying mixed earth and hand packed stone filling with clean hard selected stones all complete.
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mixed filling
95.58
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stone filling
66.42
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