Public Works Roads Department Tender
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Costs
EMD
₹ 6,01,200Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_PWD_10340_1Bid Award Id
ViewTender No
KALAIGAON/SOPD-G/ 2018-19/01Tender 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 (CSS-1) on prepared surface of granular Base/WBM/WMM including clearing of road surface and spraying primer at the rate of 0.70-1.0kg/sqm using machanical means as per Technical Specification clause 502
2746.25
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-
Providing and applying tack coat with bitumen emulsion (CRS-1) using emulsion distributor at the rate of 0.25 to 0.30kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification clause 503.
11021.25
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-
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, level 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. B. With rockdustas filler (refer table 500-9 of MoSRT&H specification)
(i) with 60/70 or VG-30 grade bitumen for Grading II (10mm nominal size)
275.53
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-
Khairabri Durga Mandir to Khairabri Outpost Road
Maintenance of Earthen Shoulder (stripping of excess soil) : Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903
1687.5
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-
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 80-100kn 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 reqd. density Grading- 3 as per Technical Specification clause 405
Using Screening Type-B 11.2mm for Gr.III
17.57
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-
Providing and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular Base/WBM/WMM including clearing of road surface and spraying primer at the rate of 0.70-1.0kg/sqm using machanical means as per Technical Specification clause 502
234.25
-
-
Providing and applying tack coat with bitumen emulsion (CRS-1) using emulsion distributor at the rate of 0.25 to 0.30kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification clause 503.
1500
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-
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, level 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. B. With rockdustas filler (refer table 500-9 of MoSRT&H specification)
(i) with 60/70 or VG-30 grade bitumen for Grading II (10mm nominal size)
37.5
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-
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
80
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-
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.
300
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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, 1.5 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
600mm x 600mm square
2
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-
Tokankata to Balipara Road Construction of embankment with approved materials obtained from borrow pits, with initial lift upto 1.50m, tranporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and300.2 with a lead upto 1000m as per Technical Specification Clause 301.5 a) From private land
2153.85
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-
Construction of Sub grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement to table 300-2 with lead upto 1000m as per Technical Specification Clause 303.1 a) from private land
1083.54
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-
Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000m as per Technical Specification clause 1903.
6300
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-
Construction of granular sub base by providing well graded materials, 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 materials
525
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-
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 80-100kn 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 reqd. density Grading- 3 as per Technical Specification clause 405
Using Screening Type-B 11.2mm for Gr.II
303.84
-
-
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 80-100kn 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 reqd. density Grading- 3 as per Technical Specification clause 405
Using Screening Type-B 11.2mm for Gr.III
362.91
-
-
Providing and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular Base/WBM/WMM including clearing of road surface and spraying primer at the rate of 0.70-1.0kg/sqm using machanical means as per Technical Specification clause 502
4838.75
-
-
Providing and applying tack coat with bitumen emulsion (CRS-1) using emulsion distributor at the rate of 0.25 to 0.30kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification clause 503.
11375
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-
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.
175
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-
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, level 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. B. With rockdustas filler (refer table 500-9 of MoSRT&H specification)
(i) with 60/70 or VG-30 grade bitumen for Grading II (10mm nominal size)
284.38
-
-
Jhargaon to Khairabari Road
Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000m as per Technical Specification clause 1903.
16000
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-
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 80-100kn 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 reqd. density Grading- 3 as per Technical Specification clause 405
Using Screening Type-B 11.2mm for Gr.III
1054.49
-
-
Providing and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular Base/WBM/WMM including clearing of road surface and spraying primer at the rate of 0.70-1.0kg/sqm using machanical means as per Technical Specification clause 502
14059.87
-
-
Providing and applying tack coat with bitumen emulsion (CRS-1) using emulsion distributor at the rate of 0.25 to 0.30kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification clause 503.
30000
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-
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, level 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. B. With rockdustas filler (refer table 500-9 of MoSRT&H specification)
(i) with 60/70 or VG-30 grade bitumen for Grading II (10mm nominal size)
750
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-
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