Public Works Roads Department Tender
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Costs
EMD
₹ 7,57,000Document Cost
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Description
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Contact
Tender Id
2019_PWD_10884_2Bid Award Id
ViewTender No
CE/Maint/SOPD/78/2018/14Tender 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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Water Bound Macadam with Stone Screenings Type B11.2mm for WBM Grading 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 .
(A) By Manual Means. (WBM-III).(Patching & Over laying .)
787.5
-
4305.65
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Providing and applying primer coat with bitumin emalstion (CSS-1)on prepared surface of granelar base/W.BM/WMM.including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechancial ,means as per T.S Cl no 502.(Ch-3800.00m to Ch-5800.00m).
7500
-
31.67
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Providing and applying tack coat with bitumen emulsion(CRS-1) using emulsion pressure distributor at the rate of 0.25 to 0.30 Kg/sqm. On the prepared granular surface treted with primer and cleaned with hydraulic broom as per T.S cl no 503.(Ch-3800.00m to Ch-5800.00).
7500
-
11.58
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Providing and Surface Dressing as wearing course consisting of a layer of Bituminous binder laid on the prepared surface,followed by a cover of crushed stone aggregates of specific size and rolling with three wheel 80-100KN static roller including cleaning the road surface as per T.S.Cl-507.(Ch-3800.00m to Ch-5800.00m).
7500
-
110.1
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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 aggerates of specified grading,premixed with bituminous binder @4.5 to5% 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 whelled,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.(i0with 60/70 or VG-30 grade bitumen for Grading -ii (10mm nominal size).(Ch-3800.00m to Ch-5800.00m).
187.5
-
11260.36
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Providing & laying of Interlocking Concrete Block Pavement (M40) having thickness 80mm as per drawing and technical specification clause 1504 complet including carriage .(a)including Edge block/Edge restraints (From CH-0.00m to CH-3800.00m.)
11400
-
1042.72
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Constuction of unlined Surface drains of average cross-sectional area = 0.40sqm .
1900
-
66.06
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Improvement of Doyapur Arkatipur Road
Maintenance of Earthen shoulder (filing with fresh selected soil ) Making up loss material/irregularities on shoulder to the design level by adding fresh approved selected soil and compacting it with appropriate equipments at OMC upto a lead of 1000m as per Technical Specification Clause 1903. Maintenance of earthen shoulder (stripping of excess soil)
3172.5
-
81.83
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Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
4762.5
-
7.38
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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 8-100 kN in stages to proper grade and Camber applying and brooming, stone screening / binding materials to fill up the required density grading etc... A. By Manual Means, (II) A. Grading II (3) Using Screening Type B (11.2 mm Agg)
73.08
-
3930.68
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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 8-100 kN in stages to proper grade and Camber applying and brooming, stone screening / binding materials to fill up the required density grading etc... A. By Manual Means, (II) A. Grading III (3) Using Screening Type B (11.2 mm Agg)
357.19
-
3950.08
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Providing and laying Surface Dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bitumenous binder laid on prepared surface and rolling 8-10 tonne smooth wheeled steel roller (including cost of testing of materials at site and laboratory as directed by the Deptt.) a) Without anti stripping agent, (ii) with bitumenous emulsion (CRS-2), 13mm nominal size chipping
4762.5
-
82.86
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Providing and applying Tack Coat with bitumen emulsion (CRS-1) using emulsion distributor at he rate of 0.25 to 0.30 kg/Sqm on the prepared granular surface treated with primer and cleaned with Hydraulic broom as per Technical Specification Clause 503.
5287.5
-
11.58
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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.
132.19
-
11598.32
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Improvement of Road from end point of Doloo-Mainerbond PMGSY Road to Mahasadak (Old NH) Maintenance of Earthen shoulder (filing with fresh selected soil ) Making up loss material/irregularities on shoulder to the design level by adding fresh approved selected soil and compacting it with appropriate equipments at OMC upto a lead of 1000m as per Technical Specification Clause 1903. Maintenance of earthen shoulder (stripping of excess soil)
1950
-
81.83
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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.
68.25
-
2386.86
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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 8-100 kN in stages to proper grade and Camber applying and brooming, stone screening / binding materials to fill up the required density grading etc... A. By Manual Means, (II) A. Grading III (3) Using Screening Type B (11.2 mm Agg)
153.89
-
4011.39
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Providing and applying Tack Coat with bitumen emulsion (CRS-1) using emulsion distributor at he rate of 0.25 to 0.30 kg/Sqm on the prepared granular surface treated with primer and cleaned with Hydraulic broom as per Technical Specification Clause 503.
1980
-
11.58
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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.
49.5
-
11658.77
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Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage.
1665
-
1042.72
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Improvement of Road from Opposite Chailtakandi Road point to Mahasadak (Old NH) Maintenance of Earthen shoulder (filing with fresh selected soil ) Making up loss material/irregularities on shoulder to the design level by adding fresh approved selected soil and compacting it with appropriate equipments at OMC upto a lead of 1000m as per Technical Specification Clause 1903. Maintenance of earthen shoulder (stripping of excess soil)
2340
-
81.83
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Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
3930
-
7.38
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Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Manual should be use where machines can not be deployed due to site condition)
49.5
-
123.94
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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.
33
-
2378.74
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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 8-100 kN in stages to proper grade and Camber applying and brooming, stone screening / binding materials to fill up the required density grading etc... A. By Manual Means, (II) A. Grading II (3) Using Screening Type B (11.2 mm Agg)
16.5
-
3983.24
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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 8-100 kN in stages to proper grade and Camber applying and brooming, stone screening / binding materials to fill up the required density grading etc... A. By Manual Means, (III) A. Grading III (3) Using Screening Type B (11.2 mm Agg)
321.75
-
4001.58
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Providing and laying Surface Dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bitumenous binder laid on prepared surface and rolling 8-10 tonne smooth wheeled steel roller (including cost of testing of materials at site and laboratory as directed by the Deptt.) a) Without anti stripping agent, (ii) with bitumenous emulsion (CRS-2), 13mm nominal size chipping
3025
-
82.86
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Providing and applying Tack Coat with bitumen emulsion (CRS-1) using emulsion distributor at he rate of 0.25 to 0.30 kg/Sqm on the prepared granular surface treated with primer and cleaned with Hydraulic broom as per Technical Specification Clause 503.
3300
-
11.58
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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.
82.5
-
11649.1
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Providing and laying interlocking concrete block pavement (M40) having thickness 60mm as per technical specification clause 1504 complete including carriage.
990
-
1042.72
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Improvement of Road from Natrip Point at Mahasadak to Mahasadak via Jhaffirbond (Old NH)
Maintenance of Earthen shoulder (filing with fresh selected soil ) Making up loss material/irregularities on shoulder to the design level by adding fresh approved selected soil and compacting it with appropriate equipments at OMC upto a lead of 1000m as per Technical Specification Clause 1903. Maintenance of earthen shoulder (stripping of excess soil)
3300
-
81.83
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Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
4350
-
7.38
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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.
37.5
-
2346.27
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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 8-100 kN in stages to proper grade and Camber applying and brooming, stone screening / binding materials to fill up the required density grading etc... A. By Manual Means, (II) A. Grading II (3) Using Screening Type B (11.2 mm Agg)
75
-
3943.19
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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 8-100 kN in stages to proper grade and Camber applying and brooming, stone screening / binding materials to fill up the required density grading etc... A. By Manual Means, (III) A. Grading III (3) Using Screening Type B (11.2 mm Agg)
412.5
-
3962.34
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Providing and laying Surface Dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bitumenous binder laid on prepared surface and rolling 8-10 tonne smooth wheeled steel roller (including cost of testing of materials at site and laboratory as directed by the Deptt.) a) Without anti stripping agent, (ii) with bitumenous emulsion (CRS-2), 13mm nominal size chipping
1850
-
82.86
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Providing and applying Tack Coat with bitumen emulsion (CRS-1) using emulsion distributor at he rate of 0.25 to 0.30 kg/Sqm on the prepared granular surface treated with primer and cleaned with Hydraulic broom as per Technical Specification Clause 503.
1850
-
11.58
... 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.
46.25
-
11610.4
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Providing and laying interlocking concrete block pavement (M40) having thickness 60mm as per technical specification clause 1504 complete including carriage.
3650
-
1042.72
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Excavation for structures. Earth work in excavation for structureas as per drawing and technical specification Cl;305.1, including setting out, construction of shoring and bracing,removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and back filling in tranches with excavated suitable materials. Ordinary soil, (i) Up to 3.00m depth.
8.64
-
115.77
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Providing Concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification Clause802,803,1202,&1203 B. With Natural Gravel ( PCC Grade M10 )(I)nominal mix 1:3:6.
2.85
-
5490
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Brick masonary work in cement mortar 1:3 in substructure complete excluding pointing and plastaring as per drawing and technical specification Cl.600, 1202 &1203 II Brick Masonry 1:4 cement morter
8.13
-
7337.09
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Providing & laying reinforced cement concrete pipe NP3 as per designed in single row for culvert on 1 st class beddting of granular materials including fixing of collars with cement mortor 1:2 asper CL No. 1106. 600mm dia
10
-
3276.52
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Plastering with Cement Morter (1:4), 15mm thick on brick work in sub structure as per drawing & technical specification.
16.76
-
137.53
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