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Construction Of C . C Road From Vignaharta Ganesh Mandir To Jhansi Rani Chowk In Ward No 51 Nageshwarwadi . , TOWN HALL AURANGABD-Maharashtra

Aurangabad Municipal Corporation has published Construction Of C . C Road From Vignaharta Ganesh Mandir To Jhansi Rani Chowk In Ward No 51 Nageshwarwadi . . Submission Date for this Tender is 15-01-2020. Road Work Tenders in TOWN HALL AURANGABD Maharashtra. Bidders can get complete Tender details and download the document.




Tender Notice

23155031
Construction Of C . C Road From Vignaharta Ganesh Mandir To Jhansi Rani Chowk In Ward No 51 Nageshwarwadi .
Open Tender
Indian
Maharashtra
TOWN HALL AURANGABD
15-01-2020

Tender Details

Construction Of C . C Road From Vignaharta Ganesh Mandir To Jhansi Rani Chowk In Ward No 51 Nageshwarwadi . , Scarifying The Existing Granular Road Surface To A Depth Of 50 Mm And Disposal Of Scarified Material Within All Lifts And Leads Upto 1000 Metres . , Excavation For Roadway In Earth , Soil Of All Sorts , Sand , Gravel Or Soft Murum Including Dressing Section To The Required Grade , Camber And Side Slopes And Conveying The Excavated Materials With All Lifts Upto A Lead Of 50M . And Spreading For Embankment Or Stacking As Directed . , Conveying Materials Obtained From Road Cutting Including All Lifts , Laying In Layers Of 20Cm To 30Cm . Breaking Clods , Dressing To The Required Lines , Curves , Grades And Section , Watering And Compacting To Not Less Than 97% Of Standard Proctor Density For A Lead Of Over 50M . To 300M . Inclusive From The Site Of Excavation To The Site Of Deposition As Directed , Providing Soling Using 80 Mm Size Trap Metal I 15 Cm . Layer Including Filling Voids With Crushed Sand/Grit , Ramming , Watering Etc . Complete . , Providing And Laying Cast In Situ/Ready Mix Cement Concrete In M-10 Of Trap/ Granite/ Quartzite/ Gneiss Metal For Foundation And Bedding Including Bailing Out Water , Steel Centering , Formwork , Laying/Pumping , Compacting , Roughening Them If Special Finish Is To Be Provided , Finishing If Required And Curing Complete , With Fully Automatic Micro Processor Based Plc With Scada Enabled Reversible Drum Type Mixer/Concrete Batch Mix Plant ( Pan Mixer ) Etc . Complete . With Fine Aggregate ( Natural Sand / Crushed Sand Vsi Grade Finely Washed Etc ) , Providing And Laying In-Situ M30 Grade Unreinforced Plain Cement Concrete Pavement Over A Prepared Sub Base With 43 Grade Cement , Coarse And Fine Aggregate ( Natural Sand/ Vsi Grade Finely Washed Crushed Sand ) Conforming To Is 383 , Using Fine And Coarse Aggregates Combined Gradation As Per Table 600-3 Of Morth Specification 2013 , Mixed In A Batching And Mixing Plant/ Non Tilting Mixer And Weigh Batcher As Per Approved Mix Design , Admixtures , Transporting To Site , Spreading , Laying With Approved Make Paver , Compacted And Finished In A Continuous Operation , Finishing To Lines And Grades As Directed By Engineer-In-Charge And Curing By Curing Compound /By Providing Cement Vata In Cement Mortar 1:8 @0 . 6M X 0 . 6M Centre To Centre , Admeasuring 80 Mm At Bottom And 40 Mm At Top With Depth Of 75Mm And Maintaining The Same Throughout Curing Period By Any Other Method Approved By Engineer-In-Charge . Non Trimix , Providing And Laying In-Situ M30 Grade Unreinforced Plain Cement Concrete Pavement Over A Prepared Sub Base With 43 Grade Cement , Coarse And Fine Aggregate ( Natural Sand/ Vsi Grade Finely Washed Crushed Sand ) Conforming To Is 383 , Using Fine And Coarse Aggregates Combined Gradation As Per Table 600-3 Of Morth Specification 2013 , Mixed In A Batching And Mixing Plant/ Non Tilting Mixer And Weigh Batcher As Per Approved Mix Design , Admixtures , Transporting To Site , Spreading , Laying With Approved Make Paver , Compacted And Finished In A Continuous Operation , Finishing To Lines And Grades As Directed By Engineer-In-Charge And Curing By Curing Compound /By Providing Cement Vata In Cement Mortar 1:8 @0 . 6M X 0 . 6M Centre To Centre , Admeasuring 80 Mm At Bottom And 40 Mm At Top With Depth Of 75Mm And Maintaining The Same Throughout Curing Period By Any Other Method Approved By Engineer-In-Charge . Using Tremix Treatment . , Providing And Supplying Steel Fiber Reinforced Concrete ( S . F . R . C . ) Frame & Cover Heavy Duty/Medium Duty Of Rectangular Or Circular In Shape Of Approved Make Including Loading Unloading , Transportation , All Taxes Etc . Complete As Directed By Engineer-In-Charge . ( 20Tonnes Capacity ) , Providing And Fixing Heavy Duty Inter Locking Concrete Coloured Paving Blocks Of 60 Mm Thickness Of Having A Strength Of 300 Kg/Sq . Cm . Of Approved Quality And Shape On A Bed Of Crushed Sand Of 2 To 30 Mm Thick Including Skirting Joints And Cleaning Etc . Complete , Raising The Existing Man Hole Chamber With 23Mm Thick Brick Work In Cm 1:6 Prop . In 30 Cm Concentric Cone Including 12Mm Thick Plaster In Cm 1:4 Prop On Both Sides Complete . , Royalty Charges

Key Value

Document Fees
INR 600 /-
EMD
INR 26736.0 /-
Tender Value
INR 26.73 Lakhs /-

BOQ Items

Name of Work: Construction of C.C Road From Vignaharta Ganesh Mandir To Jhansi Rani Chowk In Ward No 51 Nageshwarwadi.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. 1 1000 M2
2 2 Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. 2 105.625 M3
3 3 Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed 3 105.625 M3
4 4 Providing soling using 80 mm size trap metal I 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. 4 91.75 M3
5 5 Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) 5 100 M2
6 6 Providing and laying in-situ M30 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. NON TRIMIX 6 43.75 M3
7 7 Providing and laying in-situ M30 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. Using TREMIX Treatment. 7 185.1 M3
8 8 Providing and supplying steel fiber reinforced concrete (S.F.R.C.) frame & cover heavy duty/medium duty of rectangular or circular in shape of approved make including loading unloading, transportation, all taxes etc. complete as directed by Engineer-in-Charge. (20tonnes Capacity) 8 3 No
9 9 Providing and fixing heavy duty inter locking concrete Coloured paving blocks of 60 mm thickness of having a strength of 300 kg/Sq.cm. of approved quality and shape on a bed of crushed sand of 2 to 30 mm thick including skirting joints and cleaning etc. complete 9 480 M2
10 10 Raising The Existing Man Hole Chamber With 23mm thick brick work In CM 1:6 Prop. In 30 cm Concentric Cone Including 12mm Thick Plaster in CM 1:4 prop On Both Sides Complete. 10 15 No.
11 11 Royalty Charges 11 487.024 M3
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