Public Works Roads Department Tender
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Costs
EMD
₹ 3,84,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tender for Improvement of Jorhat Airport Road f
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_7980_1Bid Award Id
ViewTender No
CE/Commn/UDD/12 /2018-19/ 2 ATender 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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Plain/Reinforcedcement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork Without plasticiser Height upto 5m PCC Grade M20
122.83
-
3304.03
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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 1.00 kg/sqm using mechanical means.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) (ii) With bitumen emulsion-CSS-1 ( IS-8887-2004 )
1637.7
-
55
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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 (c) Granular surfaces treated with primer
7038.7
-
15
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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.) (a) (a) Normal bituminous surface
7171.38
-
12
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Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam 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% 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, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 507, complete in all respect. ( including all leads & lifts to work site)( Including cost of testing of materials at site and laboratory as directed by the deptt.) (b) With rock dust as filler ( refer table 500-9 of MoSRT&H specification) A) (a) with 60/70 or VG 30 gr bitumen (I)'with 60/70 or VG-30 grade bitumen (I)'with 60/70 or VG-30 grade bitumen for GradingII(19 mm nominal size)
394.43
-
9666.21
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Bituminous Concrete (Providing and laying 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@ 5.4 to 5.6% 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.509. complete in all respect.( Including cost of testing of materials at site and laboratoryas directed by the deptt.) B (a) With rock dust as filler ( refer table 500-9 of MoSRT&H specification) (a) with 60/70 or VG 30 gr bitumen (I)'with 60/70 or VG-30 grade bitumen for Grading-II(13 mm nominal size)
286.86
-
9811.64
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Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandator & 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 iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm 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) 90cm equilateral traingle
8
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5836
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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
283.5
-
688
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Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachablebattery, m6LEDsthree 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). a) Bi-directional Stud-
20
-
3199
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Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surfac using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free
maintenance.
398
-
249
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Painting Lines, Dashes, Arrows etc on Roads in Two Coats on Old Work (Painting lines, dashes, arrows etc on roads in two coats on old work with ready mixed road marking paint confirming to IS:164 on bituminous surface, including cleaning the surface of all dirts dusts and other foreign matter, demarcation at site and traffic
control.)Up to 10 cm in width
20
-
41
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Excavation for Structures (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. I.Ordinary soil A.Manual Means (b)With dewatering (i) upto 3 m to 6.00m depth
1532.99
-
75
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Sand Filling in Foundation Trenches as per Drawing & Technical Specification
134.88
-
1080
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Providing soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete. (a).Brick on flat soling.
1174.1
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368.71
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PCC 1:3:6 in Foundation(Plain cement concrete 1:3:6 nominalmix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
121.12
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4977
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Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. (N) Without plasticiser © RCC Grade M 20 Case I Using concrete mixer
401.61
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6113
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Plain/Reinforcedcement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (A) with plasticiser (F) RCC M 20 (a) Ht. up to 5 m Case I Using concrete mixer
161.57
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7094
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Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawing and technical specifications © With other make ISI marked TMT rebar
61.58
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66714
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Supplying, fitting and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications © With other make ISI marked TMT rebar
15.05
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64795
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Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification
1344
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179
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
4.06
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12292
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Sandy material
165
-
1234
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