Public Works Roads Department Tender
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The PWRD has issued a formal invitation for competitive bids for the Public Works Roads Department project, for Flyover/dibrugarh/dd-10 Construction Of Flyover At Junction Point Of Convoy Road With Nh-37 Leading To Amulapatty Near Jalan Bus Terminus, Dibrugarh, In Replacement Of Railway Level Crossing (gate No. Dd-10) in Dibrugarh, Assam, with an estimated contract value of Rs. 30,66,45,700. The bid opening date for this tender is 07-09-2019 and the last date for bid submission is 27-09-2019. Interested bidders for Public Works Roads Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Costs
EMD
₹ 61,32,920Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_PWD_14088_1Bid Award Id
ViewTender No
CE/STBR/II/246/2019-20/06Tender 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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Reinforcement in foundation: Supplying fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications (a) TMT-IS 1786 (Fe-500 D) Primary Producer (TATA/SAIL/ESSER Steel/JINDAL Panther Steel/Shyam Steel or equivalent)
17.27
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Dense Graded Bituminous Macadam (Providing and laying dens bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specifying grading, premixed with bituminous binder @4.0 to 4.5% by weight of total mix and filler transporting the hot miox to work site , laying with a hydrostatic paver finisher with sensor control to the reqd. grade, level and alignment, rolling with 5mooth wheeled, vibratory an tandem rollers to achieve the desired compaction as per MoSRT&H cl.507. complete in all respect.(including carriage of mixed materials up to 10.0 km initial lead from mixing plant))including cost of testing of ,material at site and laboratory as directed by the deptt.) (b) With rock dust as filler (refer table 500-9 of MoSRT&Hspecification (A) with 60/70 or VG-30 grade bitumen (i) for grading II(19mm nominal size)
1077.78
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Plain/Reinforced cement concrete,in open foundation complete as per drawing and technical specification including steel shuttering formwork (II) With plasticizer (Masterplast PL-1/SPL-2 or equivalent), air entering and water reducing plasticizer (Masterplast PAE or equivalent) and accelerating plasticizer (Masterplast ACPL or equivalent) Confirming to IS-9103-1999 (A) PCC Grade M-15
26
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Drainage Spouts complete as per drawing and Technical specification
64
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification.
2774
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Wet Mix Macadam(providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specificaion including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniforms layers with paver in sub-base course on well prepared surface and compacting with vibratory roller to achieve the desired destiny( including carriage of mixed materials up to 10.0 km initial lead from mixing plant
743
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Retro reflected Traffic sign: Providing and erecting of Retro-Reflectorised cautonary & informatory sign as per IRC:67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle of 25X25X4 mm supported on a mild steel angle iron post 75mm X 75mm X 6 mm, firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm X 45cm X 60cm, 60cm below ground level as per approved drawing and sign,(All the steel work must be Tata/Sail/or any other approved brand) (i) (i) 90 cm equilateral triangle
2
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Painting two Coats on New Concrete Surfaces' Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
61
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Construction of crash barrier, parapet, coping beam with friction slab in M-30 grade concrete complete as per technical specification and drawing.
816
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Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bar 25mm dia, 450mm long at expansion joints filled with pre moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circular No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified (ii) M 20 grade concrete
1271
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Providing and fixing PVC 100mm dia Service Ducts /Down Take pipes all complete as per drawing and technical specifications and as directed by the Engineer-in-charge.
764
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Driven cast-in-place vertical M35 grade R.C.C. piles excluding reinforcement complete as per drawing and & Technical Specification (II) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 (Pile diameter - 1200 mm)
2285
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Dense Graded Bituminous Macadam (Providing and laying dens bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specifying grading, premixed with bituminous binder @4.0 to 4.5% by weight of total mix and filler transporting the hot miox to work site , laying with a hydrostatic paver finisher with sensor control to the reqd. grade, level and alignment, rolling with 5mooth wheeled, vibratory an tandem rollers to achieve the desired compaction as per MoSRT&H cl.507. complete in all respect.(including carriage of mixed materials up to 10.0 km initial lead from mixing plant))including cost of testing of ,material at site and laboratory as directed by the deptt.)
(a) With hydrated lime/cement as filler(refer table 500-9 of MoSRT&H specification) (I) with 60/70 or VG-30 grade bitumen (ii) for grading II(19mm nominal size)
149
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PART (E) DRAINAGE AND PROTECTIVE WORK:- Excavation for structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling wirh approved material. (B) Mechanical means (a) without dewatering (i) upto 3m depth
1499.52
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Tack Coat Providing and applying tack coat with bitumen emulsion using emulsion pressure disributor at the rate of 0.20 kg per sqm on the prepared bitumens/granular surface cleaned with mechanical broom.( including cost of testing of materials at site and laboratory as directed bt the deptt.) (i) with bitumen emulsion using emulsion CSS-ih (a) Normal bituminous surface.
5944
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Dry Lean Cement Concrete Sub Base (Construction of dry lean cement concrete Sub Base over a prepared sub grade with course and fine aggregate confirminig to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate gradation after blending to be as per table table 600:1, cement concrete not to be less than 150 kg/cum, optimum moisture content to be determined during the trial length construction, concrete strength not to be less than 10Mpa at 7 days, mixed in a batching plant, transported to the site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.) (including carriage of mixed material up to 10.0 Km initial lead from mixing plant.)
225
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Reinforcement in foundation: Supplying fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications (a) TMT-IS 1786 (Fe-500 D) Primary Producer (TATA/SAIL/ESSER Steel/JINDAL Panther Steel/Shyam Steel or equivalent)
312
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PCC M-15 Grade levelling course below approach slab complete as per drawings and Technical specifications
10
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PART (C) Approachess:- Cleaning and Grabbing Road Land (Cleaning and grabbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and staking of serviceable materials to be used or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exeeding 150mm thickness.(ii) By Mechanical Means (A) In area of light jungle.
0.69
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Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainlesssteel matting surfaces, complete assembly to be of cast steel/fabricated structural steel, meatal and elastomer elements to be as per IRC:83 part-I &II respectively and parts conforming to BS:5400, section 9.1 & 9.2 and clause 2006 of MORTH&S Specification complete as per drawing and approved technical specification.
14120
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Tack Coat Providing and applying tack coat with bitumen emulsion using emulsion pressure disributor at the rate of 0.20 kg per sqm on the prepared bitumens/granular surface cleaned with mechanical broom.( including cost of testing of materials at site and laboratory as directed bt the deptt.) (i) With bitumen emulsion-CSS-1h (a) Normal Bituminous Surface
19797.24
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Supplying and fixing of cast iron grating of size 100mm x 200mm in covered drain and for entry of water at junction as per Technical Specification Clause 309.
227
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PART (A) ROB PORTION:-Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.(II) Ordinary rock (not requiring blasting) (B) Mechanical Means (I) Without dewatering (Depth upto 3 m)
2488
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Excavation in Soil using Hydraulic Excavator CK 90 and Tippers With disposal upto 1000 meters. (Excavation for roadwork in soil with hydrulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross sections ,loading and disposal of cut road with in all lifts and leads upto 1000 mtr.
5386.52
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Precast-Pretentioned Girders(Providing, precasting, transportation and placing in position precast pretentioned concrete girders as per drawing and technical specifications
858
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Cast in Situ cement Concrete M20 Kerb( construction of cement concrete kerb with top and bottom width 115 and 165mm respectively, 250mm high in M20 grade PCC on M-10 grade foundation 150mm thick, foundation having 50mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 (B) Using concrete Batching and Mixing Plant.
144
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High tensile steel wires/strands including all accessories for strssing, stressing operations and grouting complete as per drawing and technical specifications
55
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Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, course and fine aggregate confirming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed with Recron 3S fibre of Reliance Industries Ltd. or its equivalent @ 0.125 kg per bag of cement mixed in a batching and mixing plant as per approved mixed design, transported to site, laid with a fixed form or slip paver, spread, compacted and finished in a continous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, sepration membrance, sealent primer, sealent joint, debonding strips dowel bar, tie rod, admixtured as approved, curing compound, finishing to lines and grades as per drawing. (Including carriage of mixed materials up to 10.0 km initial lead from mixing plant.) as directed by the Department complete at all levels.
382.5
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Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (II) With plasticiser(masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser(masterplast PAE or equivalent) and acceleration plasticiser( masterplast ACPL or equivalent)conforming to IS-9103-1999. (F) RCC Grade M25 (a) Height upto 5m. (Case II) with batching plant, transit mixer and concrete pump
432
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Construction of PCC strips level footing (35cm X 15cm) in M-15 grade concrete complete as per technical specification and drawing.
57
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Construction of Reinforced Earth Retaining Walls with plain finished cruciform shaped precast concrete facing panels in M 35 grade concrete, 18 cm thick, including High Adherence Structural Reinforcing 40 X 5mm section strips ( hot dip galvanised) with bearing pads, joint fillers, tie strips, fastener and all accessories and consumable complete as per technical specification and drawing.
5032
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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawings and Technical specifications (a) TMT-IS 1786 (Fe-500 D) Primary Producer (TATA/SAIL/ESSER Steel/JINDAL Panther Steel/Shyam Steel or equivalent)
22
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PART (B) Construction of Reinforced Earth structures (RES) complete as per approved drawings and Technical Specification Section 3100:- Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material (B) Mechanical Means (I) Without dewatering (i) Depth upto 3 m
4080
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Granular Sub-Base with coarse Graded Material(Table:-400-2)(construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surfce, mixind by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per cl. 401 (I) for grading-I Material
2324.08
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Bituminous Concrete (Providing and laying bituminous with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler transporting the hot mix to work site, laying with ahydrostatic paver finisher control to the reqd. grade, level and alignment, rolling with 5mooth wheeled, vibratory an tandem rollers to achieve the desired compaction as per MoSRT&H cl.509. complete in all respect.(including carriage of mixed materials up to 10.0 km initial lead from mixing plant))including cost of testing of ,material at site and laboratory as directed by the deptt.)
149.3
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Earth work including excavation, backfilling, grading and compaction with selected backfill soil in layers in Reinforced Earth works as per Technical specification and drawings.
14466
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Embankment construction with material obtained from borrow pits( construction of embankment with approved material obtained from borrow pits with all lifts and leads ,transporting to site spreading grading to required slope and compacting to meet requirement of table 300-2 (including cost of testing of material at site and laboratory as directed by the deptt.) (a) from private land
8768.22
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Construction of Subgrade and Earthen Shoulders( Construction of Subgrade and Earthen Shoulder with approved material obtained from borrow pits with all lifts and leads ,transporting to site spreading grading to required slope and compacting to meet requirement of table 300-2(a), (including cost of testing of material at site and laboratory as directed by the deptt.) (a) from private land
1938.33
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Providing PVC Downtake Pipe on side of RE Wall
118
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Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification (II) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999 (D) RCC Grade M35 (ii) Using Batching Plant, Transit Mixer and Concrete Pump
1049
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Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation).
109
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Levelling course for Pile cap
82
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Pile load test on single vertical pile in accordance with IS:2911(Part-IV). a). Initial and Routine load test.
95
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Supplying and fixing High mast light as directed by Autority Engineer and MoRTH Specifications
1
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Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification Including steel shuttering formwork (II) With plasticizer (Masterplast PL-1/SPL-2 or equivalent), air entering and water reducing plasticizer (Masterplast PAE or equivalent) and accelerating plasticizer (Masterplast ACPL or equivalent) Confirming to IS-9103-1999 (E) PSC Grade M-40, Case-II- Using Batching Plant,Transit Mixture and Conrete Pump (ii) For T-Beam and Slab (b) Height 5 m to 10 m
651
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Granular Sub-Base with coarse Graded Material(Table:-400-2)(construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surfce, mixind by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per cl. 401 (i) For gradding-I material.
749
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PART (F) TRAFFIC SIGNS, ROAD MARKINGS AND OTHER ROAD APPURTUNENCES:- Cast in Situ cement Concrete M20 Kerb( construction of cement concrete kerb with top and bottom width 115 and 165mm respectively, 250mm high in M20 grade PCC on M-10 grade foundation 150mm thick, foundation having 50mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 (a) a.i. For Kerbs (I-Type) (B) Using concrete, Batching and Mixing Plant.
935.99
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Retro reflected Traffic sign: Providing and erecting of Retro-Reflectorised cautonary & informatory sign as per IRC:67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle of 25X25X4 mm supported on a mild steel angle iron post 75mm X 75mm X 6 mm, firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm X 45cm X 60cm, 60cm below ground level as per approved drawing and sign,(All the steel work must be Tata/Sail/or any other approved brand) (xi) x) 90 cm high octagon
2
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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 0.60 kg/sqm using mechanical means.)(Including cost of testing of materials at site and laboratory as directed by the deptt.) (i) with bitumen emulsion using emulsion CSS-ih
2972
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Structural steel Built-Up-Girder (BUG) (Providing and launching Steel Truss of Structural steel BUG Super Structure including painting complete as per as per drawing and technical specifications under Section 1900 of MOST.)
272
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Wet Mix Macadam(providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specificaion including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniforms layers with paver in sub-base course on well prepared surface and compacting with vibratory roller to achieve the desired destiny( including carriage of mixed materials up to 10.0 km initial lead from mixing plant
2533.15
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Construction of RCC railing of M30 Grade in situ with 20 mm nominal size aggregate true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat spaace between vertical posts for expansion, complete as per approved drawings and technical specifications.
1271
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Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork (II) With plasticiser(masterplast PL-1/SPL-2 or equivalent), air entraining and water reducing plasticiser(masterplast PAE or equivalent) and acceleration plasticiser( masterplast ACPL or equivalent)conforming to IS-9103-1999. (B) PCC grade M20
136.32
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PART (D) JUNCTION IMPROVEMENTS:-Construction of Subgrade and Earthen Shoulders( Construction of Subgrade and Earthen Shoulder with approved material obtained from borrow pits with all lifts and leads ,transporting to site spreading grading to required slope and compacting to meet requirement of table 300-2(a), (including cost of testing of material at site and laboratory as directed by the deptt.) (a) From Private Land.
2183
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Reinforcement in Super Structure: Supplying fitting and placing TMT IS:1786 Fe500 D bar reinforcement in Super Structure including splicing complete as per drawing and technical specifications (a) TMT-IS 1786 (Fe-500 D) Primary Producer (TATA/SAIL/ESSER Steel/JINDAL Panther Steel/Shyam Steel or equivalent)
194
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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 0.60 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
9999.24
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Bituminous Concrete (Providing and laying bituminous with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler transporting the hot mix to work site, laying with ahydrostatic paver finisher control to the reqd. grade, level and alignment, rolling with 5mooth wheeled, vibratory an tandem rollers to achieve the desired compaction as per MoSRT&H cl.509. complete in all respect.(including carriage of mixed materials up to 10.0 km initial lead from mixing plant))including cost of testing of ,material at site and laboratory as directed by the deptt.) (A) With hydrated lime/cement as filler(refer table 500-9 of MoSRT&H specification) (I) with 60/70 or VG-30 grade bitumen (ii) for grading II(13mm nominal size)
391.92
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Plain/Reinforced cement concrete,in Sub Structure complete as per drawing and technical specification including steel shuttering formwork (II) With plasticizer (Masterplast PL-1/SPL-2 or equivalent), air entering and water reducing plasticizer (Masterplast PAE or equivalent) and accelerating plasticizer (Masterplast ACPL or equivalent) Confirming to IS-9103-1999 (H) RCC Grade M-35 (b) Height upto 5 to 10 m, Case-II- With batching plant, Transit mixture and Concrete Pump
621
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Mastic Asphalt :- (B) Providing and laying Bituminous wearing course comprising of tack coat with bitumen emulsion CSS-1h as per APWD SOR item no 5.2 & MOSRT&H Specification Nos 503 0.6mm thick mastic asphalt as per APWD SOR item no 14.5 & MOSRT&H Specification Nos 515 & 2702 and 2 layers of 25 mm thick Asphalt concrete including of close Graded Premix Surfacing(CGPS) materials with Type -a aggregate as per APWD SOR tem no 5.11 & MOSRT&H Specification Nos 512 including all lead and lift as directed.
2383
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Supplying fitting and placing TMT IS:1786 Fe500 D bar reinforcement in sub-structure complete as per drawing and technical specifications (a) TMT-IS 1786 (Fe-500 D) Primary Producer (TATA/SAIL/ESSER Steel/JINDAL Panther Steel/Shyam Steel or equivalent)
100
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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 exclusively of surface applied beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes and confirming to the MoSrt&H specifications
546.17
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