Public Works Roads Department Tender
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Costs
EMD
₹ 9,97,500Document Cost
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Description
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Contact
Tender Id
2018_PWD_10374_1Bid Award Id
ViewTender No
JANIA/ SOPD-G/2018-19/02Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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Documents
BOQ Items
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Prime Coat: (i) Low Porosity : Providing and applying prime Coat with bitumen emulsion (CSS-1) on prepared surface of granular base /WB/WMM including of road surface and spraying of primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.
20037.5
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Tack Coat: Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25-to 0.30 kg/sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per technical Specification Clause 503.(b) dry & hungry bituminous surface
20037.5
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Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect. A. With hydrated lime/cement as filler ( refer table 500-9 of MoRT&H specification) (I)with 60/70 or VG-30 grade bitumen for GradingII(10 mm nominal size)
551.03
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Providing and laying of hot applied tharmoplastic compound 2.5 mm thick including reflectorising glass heads @ 250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass bead as per IRC:35 the finishedsurface to be level, uniform and free from streaks and holes and conforming to the MORT&H specifications.
1040
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Providing reflective pavement marker with Micro prismatic lens in both direction having tharmoplastic body adhering to the specification and guidelines of MORT&H fixed to the road surface using the adhesives and the procedures recommended by the manufactures with three months replacement warranty and free maintenance.
400
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Providing Sparkle Solar Road Stud manufactures by Tata BP Solar India Ltdof size (125mmx 125mm),90mm height(from bottom of shank to the top of stud) with detachable battery, m6LED on each side for Bi-directional studs/ 3LED on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25gms, flush rate of 50-65 times per minute completely water resistant and weather proof with replacement warrently and free maintenance from one year from the date of installation of stud on road (installation should be made using adhesive and procedures recommended by manufacturer under the supervision of their competent technician) a) Bi-directional stud.
12
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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, 1.5m thick supported on a mild mild steel angle iron post 75mm x 75mm x6mm firmly fixed to tthe ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and tTechnical specification Clause 801. (ii) 900mm equilateral triangle
22
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(ii) Kalgachia to Nadia Para Road :Construction of embankment with approved material obtained from borrow pits with a lift upto 1.50m transporting to site spreading grading to required slope, and compacting to meet requirement of table 300.1 & 3001.2 with a lead updto 1000m as per technical specification clause 301.5(i) private Land .
120
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Supply and Dumping of Geo Bags in Loose( IN SLOPE AND DRY BED WITHOUT BOAT)
1200
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Soil stabilisation using Geo-Textiles: Wooven Jute Geo Textile for Road Construction and slope management purpose-Supplying,testing and installation of 100cm wide woven jute geotextiles(JGT) 724 gm/sq.m posseing tensile strength of 25kn/m(+10%,-5% tolerance) with a porometry around 150 to 400 microns and thickness 2 mm for application on road sub grades and embankments.. Jute fabric to be laid with overlaps of 100mm crosswise and 300 mm longitudinally duly secured to subgrade by U shaped m.s staples(11 gauge)/round head country nail of 150mm length at an interval of 750mm as per direction of the engineer-in-charge.(Rates F.O.R Guwahati)
600
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RCC guard post:
Supplying,fitting and fixing RCC guard post size 15 cm dia,150cm long,75cm above the ground and 75cm below the ground, with 4-12mm Tor steel main steel and 6mm MS stirrups at 15cm c/c tied in position with annealed black wire, cement concrete proportin 1:2:4 with broken stone aggregate up to 20mm size including centering,moulding the top.curing,painted black and white alternately in 23cm strips upto 0.75m from the top having reflective band 2 nos. of desired shade etc. as per design and direction complete. (i) 15 cm dia with 4-12mmTor bar
40
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Maintenance of Earthen shoulder (filling with fresh selected soil) 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
4824
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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 watter bound macadam specification including spreading in uniform thichness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screenings to fill up the interstices of course aggregates, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 A. By Manual Means
215.21
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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.
4840.13
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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 of 1.00 kg/sqm using mechanical means.)( Including cost of testing of materials at site and laboratory as directed by the deptt. (i) With bitumen emulsion-CSS-1h
12360
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Tack Coat: Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25-to 0.30 kg/sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per technical Specification Clause 503.(b) dry & hungry bituminous surface
12360
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Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect. A. With hydrated lime/cement as filler ( refer table 500-9 of MoRT&H specification) (I)with 60/70 or VG-30 grade bitumen for GradingII(10 mm nominal size)
355.35
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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, 1.5m thick supported on a mild mild steel angle iron post 75mm x 75mm x6mm firmly fixed to tthe ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and tTechnical specification Clause 801. (ii) 600mm equilateral triangle
6
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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, 1.5m thick supported on a mild mild steel angle iron post 75mm x 75mm x6mm firmly fixed to tthe ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and tTechnical specification Clause 801. (ii) 600mm circular
6
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(iii)Banku Bhanga to Showpur Road :
Maintenance of Earthen shoulder (filling with fresh selected soil) 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
5276.25
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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 watter bound macadam specification including spreading in uniform thichness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screenings to fill up the interstices of course aggregates, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 A. By Manual Means
174.82
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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.
6036.13
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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 of 1.00 kg/sqm using mechanical means.)( Including cost of testing of materials at site and laboratory as directed by the deptt. (i) With bitumen emulsion-CSS-1h
13518.75
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Tack Coat: Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.)(b) dry & hungry bituminous surface
13518.75
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Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect. A. With hydrated lime/cement as filler ( refer table 500-9 of MoRT&H specification) (I)with 60/70 or VG-30 grade bitumen for GradingII(10 mm nominal size)
388.66
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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, 1.5m thick supported on a mild mild steel angle iron post 75mm x 75mm x6mm firmly fixed to tthe ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and tTechnical specification Clause 801. (ii) 600mm equilateral triangle
6
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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, 1.5m thick supported on a mild mild steel angle iron post 75mm x 75mm x6mm firmly fixed to tthe ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and tTechnical specification Clause 801. (ii) 600mm circular
6
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(iv)Kalgachia Sorbhog via Tangagaon (PMGSY Package No. AS-01-13):
Maintenance of Earthen shoulder (filling with fresh selected soil) . 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.
7734.38
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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 watter bound macadam specification including spreading in uniform thichness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screenings to fill up the interstices of course aggregates, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 A. By Manual Means
148.25
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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.
4218.03
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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 of 1.00 kg/sqm using mechanical means.)( Including cost of testing of materials at site and laboratory as directed by the deptt. (i) With bitumen emulsion-CSS-1h
10235.63
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Tack Coat: Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25-to 0.30 kg/sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per technical Specification Clause 503.(b) dry & hungry bituminous surface
10235.63
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Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect. A. With hydrated lime/cement as filler ( refer table 500-9 of MoRT&H specification) (I)with 60/70 or VG-30 grade bitumen for GradingII(10 mm nominal size)
294.27
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Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage.(i) Including Edge block/ Edge restraints
375
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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, 1.5m thick supported on a mild mild steel angle iron post 75mm x 75mm x6mm firmly fixed to tthe ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and tTechnical specification Clause 801. (ii) 600mm equilateral triangle
8
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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, 1.5m thick supported on a mild mild steel angle iron post 75mm x 75mm x6mm firmly fixed to tthe ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and tTechnical specification Clause 801. (ii) 600mm circular
6
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(v) Chenimari to Langla Road (PMGSY Package No. As-01-89):
Maintenance of Earthen shoulder (filling with fresh selected soil) . 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
3015
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Construction of granular sub-base by providing course 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
56.25
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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 watter bound macadam specification including spreading in uniform thichness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screenings to fill up the interstices of course aggregates, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 A. By Manual Means
81.92
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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.
3810.62
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... More
Prime Coat: (i) High Porosity : Providing and applying prime Coat with bitumen emulsion (CSS-1) on prepared surface of granular base /WB/WMM including of road surface and spraying of primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.
7725
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Tack Coat:Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per Technical Specification Clause 503.
7725
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Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect. A. With hydrated lime/cement as filler ( refer table 500-9 of MoRT&H specification) (I)with 60/70 or VG-30 grade bitumen for GradingII(10 mm nominal size)
222.09
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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, 1.5m thick supported on a mild mild steel angle iron post 75mm x 75mm x6mm firmly fixed to tthe ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and tTechnical specification Clause 801. (ii) 600mm equilateral triangle
6
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... More
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, 1.5m thick supported on a mild mild steel angle iron post 75mm x 75mm x6mm firmly fixed to tthe ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and tTechnical specification Clause 801. (ii) 600mm circular
6
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(vi) Gajia to Kadong Road , L-031 (AS-01-71) :
Maintenance of Earthen shoulder (filling with fresh selected soil) . 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
5850
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-
... More
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 watter bound macadam specification including spreading in uniform thichness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screenings to fill up the interstices of course aggregates, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 A. By Manual Means
281.17
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... More
Prime Coat: (i) Low Porosity : Providing and applying prime Coat with bitumen emulsion (CSS-1) on prepared surface of granular base /WB/WMM including of road surface and spraying of primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.
4123.79
-
-
... More
Tack Coat: Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25-to 0.30 kg/sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per technical Specification Clause 503.(b) dry & hungry bituminous surface
11437.5
-
-
... More
Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect. A. With hydrated lime/cement as filler ( refer table 500-9 of MoRT&H specification) (I)with 60/70 or VG-30 grade bitumen for GradingII(10 mm nominal size)
332.6
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-
... More
Providing and laying of hot applied tharmoplastic compound 2.5 mm thick including reflectorising glass heads @ 250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass bead as per IRC:35 the finishedsurface to be level, uniform and free from streaks and holes and conforming to the MORT&H specifications.
600
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-
... More
Providing reflective pavement marker with Micro prismatic lens in both direction having tharmoplastic body adhering to the specification and guidelines of MORT&H fixed to the road surface using the adhesives and the procedures recommended by the manufactures with three months replacement warranty and free maintenance.
600
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Providing Sparkle Solar Road Stud manufactures by Tata BP Solar India Ltdof size (125mmx 125mm),90mm height(from bottom of shank to the top of stud) with detachable battery, m6LED on each side for Bi-directional studs/ 3LED on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25gms, flush rate of 50-65 times per minute completely water resistant and weather proof with replacement warrently and free maintenance from one year from the date of installation of stud on road (installation should be made using adhesive and procedures recommended by manufacturer under the supervision of their competent technician) a) Bi-directional stud.
18
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-
... More
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, 1.5m thick supported on a mild mild steel angle iron post 75mm x 75mm x6mm firmly fixed to tthe ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and tTechnical specification Clause 801. (ii) 900mm equilateral triangle
12
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