}

Nh-234 Culvert At 364 . 8 And Parapet For Mj Bridge Urgent Repairs To Damaged Culvert At Km 364 800 And Providing Parapet To Major Bridge At Km 365 500 On Nh 234 In The State Of Karnataka Under M And R For The Year 2020 21, gowribidanur town-Karnataka

Ministry Of Road Transport And Highways has published Nh-234 Culvert At 364 . 8 And Parapet For Mj Bridge Urgent Repairs To Damaged Culvert At Km 364 800 And Providing Parapet To Major Bridge At Km 365 500 On Nh 234 In The State Of Karnataka Under M And R For The Year 2020 21. Submission Date for this Tender is 27-01-2021. Bridge Work Tenders in gowribidanur town Karnataka. Bidders can get complete Tender details and download the document.




Tender Notice

26600766
Nh-234 Culvert At 364 . 8 And Parapet For Mj Bridge Urgent Repairs To Damaged Culvert At Km 364 800 And Providing Parapet To Major Bridge At Km 365 500 On Nh 234 In The State Of Karnataka Under M And R For The Year 2020 21
Open Tender
Indian
Karnataka
gowribidanur town
27-01-2021

Tender Details

Nh-234 Culvert At 364 . 8 And Parapet For Mj Bridge Urgent Repairs To Damaged Culvert At Km 364 800 And Providing Parapet To Major Bridge At Km 365 500 On Nh 234 In The State Of Karnataka Under M And R For The Year 2020 21

Key Value

Document Fees
INR 1180 /-
EMD
INR 42789.0 /-
Tender Value
INR 17.11 Lakhs /-

BOQ Items

Name of Work: Urgent repairs to damaged culvert at km 364.800 and providing parapet to Major bridge at km 365.500 on NH 234 in the state of Karnataka under M&R for the year 2020-21
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Construction of embankement with approved material obtained from borrow pits in layers not exceeding 250 mm loose thickness, spreading, breaking clods, removal of roots and other organic materials to the required line, grade and cross-section including watering, consolidation by vibratory road roller with desired field density not less than 95% of maximum dry density with a lead of 1.0 km. all lifts, including loading, unloading, all labour, hire charges of all machineries etc., as per table 300-2. complete As per the direction of Engineer-in-charge of the work. 1 268.5 cum
2 2 Provision of metal drum/empty bitumen drum delineator, 300 mm in diameter, 800 mm high, filled with earth for stability, painted in circumferential strips of alternate black and white 100 mm wide 2 Coats fitted with reflectors 3 Nos of 7.5 cm dia, all as per IRC:SP:55-2001 including cost of all materials, labour, loading, unloading, lead, lift, transporting etc., complete. As per the direction of Engineer-in-charge of the work. 2 10 Each
3 3 Earthwork excavation for foundation 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, backfilling the excavation earth to the extent required and utilizing the remaining earth locally for road work including all lead, lifts, labour, spreading etc., complete. As per the direction of Engineer-in-charge of the work. 3 71.66 cum
4 4 Providing and laying Plain / Reinforced Cement Concrete M15 in open foundation using Granite/Basalt/Trap aggregates and clean sieved approved sand including mixing mechanically, laid in layers not exceeding 15cms thick layers, as per drawing including cost of all materials, formwork, centering ,vibrating, compaction, hire charges of machinery, lead, lifts ,loading unloading, curing, finishing the exposed faces etc., complete except lead for cement,(excluding cost of steel and fabrication charges) and As per the direction of Engineer-in-charge of the work. 4 7.5 cum
5 5 Providing & laying Plain/Reinforced Cement Concrete in open foundation using granite/trap/basalt aggregates and clean sieved approved sand including mixing mecbanically, laid in layers not exceeding 15cms thick layers, as per Drawing including cost of aU materials, fonnwork, centring, vibrating , compacting, hire charges of machinery, lead, lift, loading, unloading, transporting, stacking, curing, finishing the exposed faces etc., complete except lead for concrete mix upto 1km. (excluding cost of steel and fabrication charges) As per the direction of Engineer-in-charge of the work. 5 20.662 cum
6 6 Providing & laying Plain/Reinforced Cement Concrete in sub structure using granite/trap/basalt aggregates and clean sieved approved sand including mixing mechanically, laid in layers not exceeding 15cms thick layers, as per Drawing including cost of aU materials, fonnwork, centring, vibrating , compacting, hire charges of machinery, lead, lift, loading, unloading, transporting, stacking, curing, finishing the exposed faces etc., complete except lead for concrete mix upto 1km. (excluding cost of steel and fabrication charges) As per the direction of Engineer-in-charge of the work. 6 19.591 cum
7 7 Providing & laying Plain/Reinforced Cement Concrete in Super Structure using granite/trap/basalt aggregates and clean sieved approved sand including mixing mecbanically, laid in layers not exceeding 15cms thick layers, as per Drawing including cost of aU materials, fonnwork, centring, vibrating , compacting, hire charges of machinery, lead, lift, loading, unloading, transporting, stacking, curing, finishing the exposed faces etc., complete except lead for concrete mix upto 1km. (excluding cost of steel and fabrication charges) As per the direction of Engineer-in-charge of the work. 7 9.36 cum
8 8 Providing Weep Holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 110 mm outer dia PVC pipe, at 2Kg / Sqm , fixing in position with collar and clamp extending through the full width of the structure with slope of 1V :20H towards drawing force as per drawing including cost of all materials, labour, transporation,lead, lift, loading, unloading etc., complete As per the direction of Engineer-in-charge of the work. 8 32.6 Rmtr
9 9 Providing and laying Filter material underneath pitching in slopes complete as per drawing, including cost of all materials, labour, loading, unloading, lead, lift, transporting etc., complete As per the direction of Engineer-in-charge of the work. 9 37.176 cum
10 10 Providing & laying Plain/Reinforced Cement Concrete in Super Structure using granite/trap/basalt aggregates and clean sieved approved sand including mixing mecbanically, laid in layers not exceeding 15cms thick layers, as per Drawing including cost of aU materials, fonnwork, centring, vibrating , compacting, hire charges of machinery, lead, lift, loading, unloading, transporting, stacking, curing, finishing the exposed faces etc., complete except lead for concrete mix upto 1km. (excluding cost of steel and fabrication charges) As per the direction of Engineer-in-charge of the work. 10 5.23 cum
11 11 Painting of Culverts - Providing and painting with Synthetic enamel paints of approved quality on culverts with culvert No. and Span arrangements as per IRC:7-1971 and as directed by Engineer. 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 including cost of all materials, labour, loading, unloading, lead , lift, transporting, etc., complete As per the direction of Engineer-in-charge of the work. 11 24.3 Sqm
12 12 Providing T.M.T. Steel bar reinforcement conforming to IS-1786, designation as per table 1000-3 including straightening bars, cutting, bending, hooking, binding with approved quality binding wire after placing in position, tying, lapping and or welding wherever required and anchoring to the adjoining members wherever necessary as per drawing (laps, hooks and wastages shall not be measured and paid) including cost of all materials, bar bending charges, labour, lifts etc., complete.except lead for steel.FE-500 Grade,complete As per the direction of Engineer-in-charge of the work. As per the direction of Engineer-in-charge of the work. 12 6.1 M.T.
13 13 Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres including all lead, lifts, all labour, hire charges of all machineries etc., complete., Mechanical means using Hydraulic excavator.As per the direction of Engineer-in-charge of the work. 13 100 Rmtr
14 14 Providing & laying Reinforced Cement Concrete M 25 for solid slab superstructure using granite / trap / basalt aggregates using 20mm and downsize and clean sieved approved sand including mixing mechanically in Concrete Mixer laid in layers not exceeding 15cms thick layers, as per Drawing including cost of all materials, formwork, centring, vibrating , compacting, hire charges of machinery, lead, lift, loading, unloading, transporting, stacking, curing, finishing the exposed faces etc., complete except lead for cement. (excluding cost of steel and fabrication charges) complete As per the direction of Engineer-in-charge of the work. 14 2.5 Cum
15 15 Painting the roads surface using approved quality Thermo Plastic material ( Homogeniously composed of aggreagtes, pigment, resins ans glasses reflectorising beeds) confirming to Clause - 803.4.2.2 applied hot either by screeding or extension process at the rate of mentiones area of painted surface using suitable machine capable of controlled preparation and laying with the surface applicator of glass beads at 250gms/sqm allowing cooling to ambient pavement temperature, that shall produce an adherent pavement marking of minimum specified thickness including barricading for traffic diversion as per IRC 35 cleaning the surface of dirt dust and other foreign matter demarcation at site e, baricading for traffic diversion, traffic control inlcuding cost of all materials, labour, loading, unloading, lead, lift, transporting etc., complete. kg per sqm 2.50mm thick complete As per the direction of Engineer-in-charge of the work. 15
16 15.1 Lane/ centerline/ edge marking/ transverse andd any other marking 16 60.3 Sqmt
17 15.2 For rumble strips for approach and exist of MB (2 times of 200mm thick) 17 49 Sqmt
18 16 Construction of Precast RCC Railing of M30 Grade, using granite / trap / basalt aggregates of size not exceeding 12 mm and down and clean sieved approved sand mixing in concrete mixer true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawing No. SD - 202 including cost of all materials, labour, form work, cost of steel and fabrication charges, casting, handling, transporting, loading, unloading, lead, lifts, fixing in position etc., complete except lead for steel & cement.complete As per the direction of Engineer-in-charge of the work. 18 202 Rmtr
19 17 Providing and applying Tack Coat as per Table 500-5 on prepared surface using VG-10 grade paving bitumen complying with IS 73-2013 and as per IRC-22 of approved quality and make including cleaning of road surface by Mechanical Broom & dusting by Air compressor, and spraying by Bitumen Pressure Distributor, including cost of all materials, labour, hire charges of machinery, loading, unloading stacking, etc complete, On black top surface at minimum 2kg/10sqm . complete As per the direction of Engineer-in-charge of the work. 19 228 Smtr
20 18 Providing and laying Bituminous Concrete using crushed aggregates as per table 500-17 of specified graded aggregates and filler (cement) at 2% by weight of aggregates premixed with minimum bituminous binder VG 30 grade paving Bitumen 60/70 grade complying to IS 73/IS 15462 (IRS SP-13) in batch / hot mix plant 100-120 TPH, loading od aggregates F.E loader transporated to site in tipper to paver, laid over a previously prepared surface with hydraluic paver finisher with sensor control to required grade, level, alignement, rolling with smooth wheeled roller to 8-10Tonne, Vibratory roller 8Tonnes smooth wheeled tandem roller 6-8Tonnes as per caluse 501.6 and 501.7 to achive desired compaction, including cost of all materials, labour, hire charges of machiery, lead lifts loading, unloading, stacking, Transporting ect,. complete including lead for Bitumen and cement with lead of mix material to road with all lead from hot mix plant of 40-60 TPH batch type hot mix plant. 50-75mm compacted thickness (grading 2) with 5.4% Bitumen (30-40mm compacted thickenss) as per MoSRT & H Specification 507.complete As per the direction of Engineer-in-charge of the work. 20 9.08 cum
Disclaimer :
We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.
Tell us about your Product / Services,
We will Find Tenders for you

Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy

For Tender Information Services Visit : TenderDetail