Public Works Roads Department Tender
BidAssist is a very user-friendly website which helps in finding the specific Assam e-tender that one is looking for. For getting any information or detail about any e-tender the Assam government must have posted, BidAssist is designed in such a manner so as to provide information on all government tenders in one place without any inconvenience.
Costs
EMD
₹ 8,25,100Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2018_PWD_10373_1Bid Award Id
ViewTender No
JANIA/ SOPD-G/2018-19/01Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
... More
Granular Sub-base with Well Graded Material (Table 400.1): (A) By Mix in place method: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
1516.5
-
-
... More
WBM Grading-2 : Using stone screening Type-B 11.2 mm for Gr.II: 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 2 as per Technical Specification Clause 405 A. By Manual Means
758.25
-
-
... 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
758.25
-
-
... 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.
10110
-
-
... 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
10110
-
-
... 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)
252.75
-
-
... 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 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) 800mm x600 mm rectangle
4
-
-
... More
Single pipe HP Culvert 1000mm dia : (at Ch. 620m, Ch 780m, Ch 1020m & Ch. 2330m) of Meda to Barharid Road: Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I.Ordinary soil (i)Upto 3 m depth
-
-
-
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC Grade M10 (i) Nominal Mix Levelling course
-
-
-
... More
Bedding of pipe: B. Type B (First Class) Bedding: Laying (First Class) bedding on well compacted sand , moorum or approved granular material as per Clause 1105 Granular Material
-
-
-
... More
Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 (A) Brick masonry 1:4 in cement mortar
-
-
-
... More
Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification
-
-
-
... More
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
-
-
-
... More
PROTECTION WORKS: Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
-
-
-
... More
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (i) Stone/Boulder
-
-
-
... More
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
-
-
-
... More
(ii) Sorbhog Kalgachia Road joint point to Kali Mandir via -Dimple Sharma House :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.
0.67
-
-
... More
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 .
3006.95
-
-
... More
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.
567
-
-
... More
Granular Sub-base with Well Graded Material (Table 400.1): (A) By Mix in place method: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
393.75
-
-
... More
WBM Grading-2 : Using stone screening Type-B 11.2 mm for Gr.II: 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 2 as per Technical Specification Clause 405 A. By Manual Means
196.88
-
-
... 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
196.88
-
-
... More
Prime Coat: (i) Low Porosity : Providing and applying prime Coat with bitumen emulsion (SS-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.
2625
-
-
... More
Tack Coat: Providing and applying tack coat with Bitumen emulsion (CRS-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
2625
-
-
... 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)
65.625
-
-
... 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 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) 800mm x600 mm rectangle
4
-
-
... More
Single pipe HP Culvert 1000mm dia : (at Ch. 500m, Ch 600m) Sorbhog Kalgachia Road joint point to Kali Mandir via -Dimple Sharma House : Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I.Ordinary soil (i)Upto 3 m depth
-
-
-
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC Grade M10 (i) Nominal Mix Levelling course
-
-
-
... More
Bedding of pipe: B. Type B (First Class) Bedding: Laying (First Class) bedding on well compacted sand , moorum or approved granular material as per Clause 1105 Granular Material
-
-
-
... More
Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 (A) Brick masonry 1:4 in cement mortar
-
-
-
... More
Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification
-
-
-
... More
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
-
-
-
... More
PROTECTION WORKS: Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
-
-
-
... More
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (i) Stone/Boulder
-
-
-
... More
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
-
-
-
... More
(iii) Kalgachia Moinbari Road :
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 (I) Private Land
600
-
-
... More
Supply and Dumping of Geo Bags in Loose( IN SLOPE AND DRY BED WITHOUT BOAT)
3600
-
-
... More
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)
2000
-
-
... More
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
72
-
-
... More
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
9798.75
-
-
... More
WBM Grading-2 : Using stone screening Type-B 11.2 mm for Gr.II: 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 2 as per Technical Specification Clause 405 A. By Manual Means
278.95
-
-
... More
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.
9064.75
-
-
... More
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
25106.25
-
-
... More
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
25106.25
-
-
... 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)
721.8
-
-
... 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 equilateral triangle
12
-
-
... 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
12
-
-
... More
(iv)Jania Kadong 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.
1971
-
-
... 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
45.88
-
-
... More
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
672.865
-
-
... 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
3896.25
-
-
... 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)
101.44
-
-
... 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.
205.2
-
-
... 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.
400
-
-
... More
Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mm x 125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/ 3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician).
8
-
-
... 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 equilateral triangle
4
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements