Public Works Roads Department Tender
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Costs
EMD
₹ 8,63,300Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Improvement/ Construction Of Roads-i) Tangla Girls High School To Chittanagar Road, Ii) Bhergaon Chewni Road Via Khagrabari And Iii) Borangajuli-khoirabari Road Iv) Garuajhar To Nonaipara Te Road V) Patlagaon No.1 To Bhergaon Te Road Vi) Budlapara Te
Description
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Contact
Tender Id
2018_PWD_10339_1Bid Award Id
ViewTender No
PANERY/SOPD-G/2018-19/03Tender 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
1185
-
-
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.
3000
-
-
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)
75
-
-
Bhergaon Chewni Road via Khagrabari 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
4650
-
-
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-A 13.2mm for Gr.III
34.875
-
-
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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.
Medium Porosity
465
-
-
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.
15300
-
-
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)
382.5
-
-
Borangajuli-Khoirabari 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.
10689.21
-
-
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
87.442
-
-
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
203.569
-
-
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
2714.25
-
-
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.
12337.5
-
-
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)
308.44
-
-
Garuajhar to Nonaipara TE 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.
3502.2
-
-
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
58.793
-
-
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
151.369
-
-
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
2018.25
-
-
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.
5850
-
-
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)
146.25
-
-
Patlagaon No.1 to Bhergaon TE 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.
4500
-
-
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-A 13.2mm for Gr.III
125.213
-
-
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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.
Medium Porosity
166.95
-
-
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.
16695
-
-
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)
417.38
-
-
Budlapara TE to UT Road(BBB 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.
29612.18
-
-
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
503.831
-
-
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
938.742
-
-
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
12516.56
-
-
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.
31687.5
-
-
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)
792.19
-
-
Pub Tangla LP School to Dakhin Nalbari Link Road Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
(i) By manual means (A) In area of non thomy jungle.
0.06
-
-
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (a) Private land
653
-
-
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (a) Private land
190.04
-
-
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.
(A) (II) For Grading II Materials
67.5
-
-
WBM Gr-3 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. Using stone screening Type-B 11.2 mm for Gr.III (A) By Manual Means
33.75
-
-
Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 (Inclusive edge restraint and carriage)
450
-
-
CC Block from Dakhin Nalbari Road
Scraping of bricks dismantled from brick work including stacking as per Technical Specification Clause 202.
20.8125
-
-
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (a) Private land
503.52
-
-
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (a) Private land
111.64
-
-
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.
(A) (II) For Grading II Materials
84.375
-
-
WBM Gr-3 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. Using stone screening Type-B 11.2 mm for Gr.III (A) By Manual Means
42.188
-
-
Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 (Inclusive edge restraint and carriage)
562.5
-
-
Tangla Station to Jalukbari Panitanki 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.
2146.44
-
-
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
49.069
-
-
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
79.515
-
-
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
1060.2
-
-
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.
2790
-
-
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)
69.75
-
-
Sankar Mandir 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.
1327.9
-
-
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
33.075
-
-
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
59.85
-
-
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
798
-
-
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.
2100
-
-
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)
52.5
-
-
Dakhin Nalbari 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.
1500
-
-
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
24.258
-
-
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
53.789
-
-
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
717.19
-
-
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.
2812.5
-
-
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)
70.31
-
-
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