Public Works Roads Department Tender
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Public Works Roads Department - PWRD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date10 Dec 2022
Closing Date26 Dec 2022
Tender Amount₹ 1,73,58,000
Costs
EMD
₹ 3,47,000Document Cost
₹ 3,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_PWD_28062_31Bid Award Id
ViewTender No
CE/CMRDP/MMPNA/2022/15Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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Documents
BOQ Items
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
800.93
-
-
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
5099.92
-
-
Semi-DenseBituminousConcrete:Providing and layingsemidense bituminous concretewith100-120TPHbatchtype HMPproducing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixedwithbituminous binder@4.5 to5% ofmix andfiller transporting the hotmixto worksite,laying withahydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rollingwithsmooth wheeled,vibratory and tandemrollers to achievethe desired compaction as rMoSRT&Hcl.no.508. complete in all respect. including carriage ofmixedmaterials upto 10.0Kminitial lead from mixingplant) (Including costoftesting of materials atsite and laboratory as directed by the deptt.) Withhydratedlime/ cement asfiller(refer table500-9ofMoSRT&H
specification). With 60/70 or VG-30 grade bitumen. Grading II (10 mm nominal size)
128.19
-
-
Inter locking concrete Block pavement Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.
693.75
-
-
Plain/reinforced cement concrete in substructure complete as per drawings
and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. PCC M20-With Crushed Stone(Nominal Mix 1:2:4)
25
-
-
Bituminous Macadam
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.
2.08
-
-
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 and conforming to the MoSrt&H specifications
317.88
-
-
Maintenance of Hume pipe Culvert :- Brick masonry work in cement mortar in foundation of wall complete excl. pointing and plastering as per drawing and technical specification clause 1100 (in prop 1:4)
5
-
-
Plastering with cement mortar (1:6) 15mm thick on brick work for sub structure as per technical specification
27.63
-
-
RCC Guard Post: Supplying, fitting and fixing RCC guard post 150cm
long erected 75cm above the ground and 75cm below the ground with
M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to
20mm size) of cement concrete and required reinforcement tied in
position with annealed black wire including centering, moulding the top,
curing including painting concrete surfaces in 23cm strips upto 0.75m
from the top alternately in black and white and having 2 nos. reflective
band of desired shade etc. complete as per design and as directed. 30 cm dia. RCC guard post with reinforcement of 6nos. 12mm dia TMT
main steel bars and 6mm TMT/ MS stirrups at 15cm c/c
120
-
-
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. 800 x 600mm rectangular.
2
-
-
Periodic Renewal to Road from L039-Chenimari to West Belaguri Road
Maintenance of Earthen Shoulder (filling with fresh soil). Making up loss of material/ irregularities on shoulder ( Average 150mm filling ) to the design level by adding fresh approved soil and compacting it with appropriate equipment.
1704
-
-
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.
(ii) For Grading II Material
12.25
-
-
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
(A) By Manual Means
3.83
-
-
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
(A) By Manual Means
3.83
-
-
Maintenanceof WBM road including filling upofpotholes,ruts andrectifying
corrugatedsurface,damagededgesandravellingaspertechnical specification
Clause 1906.
1286.55
-
-
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
1286.55
-
-
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
3671.13
-
-
Semi-DenseBituminousConcrete:Providing and layingsemidense bituminous concretewith100-120TPHbatchtype HMPproducing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixedwithbituminous binder@4.5 to5% ofmix andfiller transporting the hotmixto worksite,laying withahydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rollingwithsmooth wheeled,vibratory and tandemrollers to achievethe desired compaction as rMoSRT&Hcl.no.508. complete in all respect. including carriage ofmixedmaterials upto 10.0Kminitial lead from mixingplant) (Including costoftesting of materials atsite and laboratory as directed by the deptt.) Withhydratedlime/ cement asfiller(refer table500-9ofMoSRT&H
specification). With 60/70 or VG-30 grade bitumen. Grading II (10 mm nominal size)
92.34
-
-
Bituminous Macadam
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.
1.67
-
-
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 and conforming to the MoSrt&H specifications
216.5
-
-
Providing reflective pavement marker with Micro prismatic lens in both
direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.
255
-
-
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.( 800 x 600mm rectangular)
3
-
-
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.(600x600 mm triangular)
8
-
-
Periodic Renewal to Road from Paliguri Azari Road (Paliguri to Udmari)
Maintenance of Earthen Shoulder (filling with fresh soil). Making up loss of material/ irregularities on shoulder ( Average 150mm filling ) to the design level by adding fresh approved soil and compacting it with appropriate equipment.
501.8
-
-
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
(A) By Manual Means
42.19
-
-
Maintenanceof WBM road including filling upofpotholes,ruts andrectifying
corrugatedsurface,damagededgesandravellingaspertechnical specification
Clause 1906.
699.87
-
-
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
699.87
-
-
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
1239.86
-
-
Semi-DenseBituminousConcrete:Providing and layingsemidense bituminous concretewith100-120TPHbatchtype HMPproducing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixedwithbituminous binder@4.5 to5% ofmix andfiller transporting the hotmixto worksite,laying withahydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rollingwithsmooth wheeled,vibratory and tandemrollers to achievethe desired compaction as rMoSRT&Hcl.no.508. complete in all respect. including carriage ofmixedmaterials upto 10.0Kminitial lead from mixingplant) (Including costoftesting of materials atsite and laboratory as directed by the deptt.) Withhydratedlime/ cement asfiller(refer table500-9ofMoSRT&H
specification). With 60/70 or VG-30 grade bitumen. Grading II (10 mm nominal size)
31
-
-
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 and conforming to the MoSrt&H specifications
100
-
-
Providing reflective pavement marker with Micro prismatic lens in both
direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.
102
-
-
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. (800 x 600mm rectangular)
4
-
-
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(600x600 mm triangular)
4
-
-
Periodic Renewal to Road from Kumoi to Ghagua
Maintenance of Earthen Shoulder (filling with fresh soil). Making up loss of material/ irregularities on shoulder ( Average 150mm filling ) to the design level by adding fresh approved soil and compacting it with appropriate equipment.
2000
-
-
Maintenanceof WBM road including filling upofpotholes,ruts andrectifying
corrugatedsurface,damagededgesandravellingaspertechnical specification
Clause 1906.
274.5
-
-
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
274.5
-
-
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
3476.25
-
-
Semi-DenseBituminousConcrete:Providing and layingsemidense bituminous concretewith100-120TPHbatchtype HMPproducing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixedwithbituminous binder@4.5 to5% ofmix andfiller transporting the hotmixto worksite,laying withahydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rollingwithsmooth wheeled,vibratory and tandemrollers to achievethe desired compaction as rMoSRT&Hcl.no.508. complete in all respect. including carriage ofmixedmaterials upto 10.0Kminitial lead from mixingplant) (Including costoftesting of materials atsite and laboratory as directed by the deptt.) Withhydratedlime/ cement asfiller(refer table500-9ofMoSRT&H
specification). With 60/70 or VG-30 grade bitumen. Grading II (10 mm nominal size)
87.6
-
-
Providing Hump type speed breake:- Bituminous Macadam
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.
2.08
-
-
Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per echnical specification clause 1504 including carriage.
a) including Edge block/Edge restraints
375
-
-
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. 800mm x 600mm rectangular
4
-
-
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 and conforming to the MoSrt&H specifications
(Considering 80% length)
193.88
-
-
Periodic Renewal to NH 37 to Borbori Road Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903
(existing width of shoulder is considered 1.00 m)
3863
-
-
Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1906.
788.61
-
-
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
788.61
-
-
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
5021.25
-
-
Semi-DenseBituminousConcrete:Providing and layingsemidense bituminous concretewith100-120TPHbatchtype HMPproducing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixedwithbituminous binder@4.5 to5% ofmix andfiller transporting the hotmixto worksite,laying withahydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rollingwithsmooth wheeled,vibratory and tandemrollers to achievethe desired compaction as rMoSRT&Hcl.no.508. complete in all respect. including carriage ofmixedmaterials upto 10.0Kminitial lead from mixingplant) (Including costoftesting of materials atsite and laboratory as directed by the deptt.) Withhydratedlime/ cement asfiller(refer table500-9ofMoSRT&H
specification). With 60/70 or VG-30 grade bitumen. Grading II (10 mm nominal size)
126.57
-
-
Providing Hump type speed breake:- Bituminous Macadam
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.
3.12
-
-
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 and conforming to the MoSrt&H specifications
280.61
-
-
Maintenance of Hume pipe Culvert :- Brick masonry work in cement mortar in foundation of wall complete excl. pointing and plastering as per drawing and technical specification clause 1100 (in prop 1:4)
5
-
-
Plastering with cement mortar (1:6) 15mm thick on brick work for sub structure as per technical specification
27.63
-
-
RCC Guard Post: Supplying, fitting and fixing RCC guard post 150cm
long erected 75cm above the ground and 75cm below the ground with
M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to
20mm size) of cement concrete and required reinforcement tied in
position with annealed black wire including centering, moulding the top,
curing including painting concrete surfaces in 23cm strips upto 0.75m
from the top alternately in black and white and having 2 nos. reflective
band of desired shade etc. complete as per design and as directed. 30 cm dia. RCC guard post with reinforcement of 6nos. 12mm dia TMT
main steel bars and 6mm TMT/ MS stirrups at 15cm c/c
60
-
-
Providing reflective pavement marker with Micro prismatic lens in both
direction having thermoplastic body adhering to the specification and
guidelines of MoSRT&H’s fixed to the road surface using the adhesives
and the procedures recommended by the manufacturers with three
months replacement warranty and free maintenance
360
-
-
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. 800 x 600mm rectangular.
6
-
-
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.-600x600mm triangular
6
-
-
Periodic Renewal of Road from NH 37 to Jyotikuchi Road(ch from 0.00m to ch 820.00m)
Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903
(existing width of shoulder is considered 1.00 m)
1220
-
-
Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1906.
413.68
-
-
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 Techincal Specification Clause 401: For Grading II Materials
11.25
-
-
WBM Grading 3
Using stone screening Type-B 11.2 mm for Gr.III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means
5.63
-
-
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
413.68
-
-
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
2916.19
-
-
Semi-DenseBituminousConcrete:Providing and layingsemidense bituminous concretewith100-120TPHbatchtype HMPproducing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixedwithbituminous binder@4.5 to5% ofmix andfiller transporting the hotmixto worksite,laying withahydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rollingwithsmooth wheeled,vibratory and tandemrollers to achievethe desired compaction as rMoSRT&Hcl.no.508. complete in all respect. including carriage ofmixedmaterials upto 10.0Kminitial lead from mixingplant) (Including costoftesting of materials atsite and laboratory as directed by the deptt.) Withhydratedlime/ cement asfiller(refer table500-9ofMoSRT&H
specification). With 60/70 or VG-30 grade bitumen. Grading II (10 mm nominal size)
73.73
-
-
Inter locking concrete Block pavement Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.
75
-
-
Providing Hump type speed breake:- Bituminous Macadam
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.
2.5
-
-
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 and conforming to the MoSrt&H specifications
180.65
-
-
Providing reflective pavement marker with Micro prismatic lens in both
direction having thermoplastic body adhering to the specification and
guidelines of MoSRT&H’s fixed to the road surface using the adhesives
and the procedures recommended by the manufacturers with three
months replacement warranty and free maintenance
276
-
-
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. 800 x 600mm rectangular.
3
-
-
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.-600x600mm triangular
12
-
-
Periodic Renewal to Old AT Road Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903
(existing width of shoulder is considered 1.00 m)
6460.6
-
-
Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1906.
1631.04
-
-
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
1631.04
-
-
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
8107.39
-
-
Semi-DenseBituminousConcrete:Providing and layingsemidense bituminous concretewith100-120TPHbatchtype HMPproducing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixedwithbituminous binder@4.5 to5% ofmix andfiller transporting the hotmixto worksite,laying withahydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rollingwithsmooth wheeled,vibratory and tandemrollers to achievethe desired compaction as rMoSRT&Hcl.no.508. complete in all respect. including carriage ofmixedmaterials upto 10.0Kminitial lead from mixingplant) (Including costoftesting of materials atsite and laboratory as directed by the deptt.) Withhydratedlime/ cement asfiller(refer table500-9ofMoSRT&H specification). With 60/70 or VG-30 grade bitumen. Grading II (10 mm nominal size)
203.37
-
-
Providing Hump type speed breake:- Bituminous Macadam
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.
2.08
-
-
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 and conforming to the MoSrt&H specifications
433.68
-
-
RCC Guard Post: Supplying, fitting and fixing RCC guard post 150cm
long erected 75cm above the ground and 75cm below the ground with
M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to
20mm size) of cement concrete and required reinforcement tied in
position with annealed black wire including centering, moulding the top,
curing including painting concrete surfaces in 23cm strips upto 0.75m
from the top alternately in black and white and having 2 nos. reflective
band of desired shade etc. complete as per design and as directed.30 cm dia. RCC guard post with reinforcement of 6nos. 12mm dia TMT
main steel bars and 6mm TMT/ MS stirrups at 15cm c/c
90
-
-
Providing reflective pavement marker with Micro prismatic lens in both
direction having thermoplastic body adhering to the specification and
guidelines of MoSRT&H’s fixed to the road surface using the adhesives
and the procedures recommended by the manufacturers with three
months replacement warranty and free maintenance
660
-
-
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. 800 x 600mm rectangular.
6
-
-
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.-600x600mm triangular
6
-
-
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