Public Administrative Department Government Departments Closing in 0 days TDR #23900154

Constructing Concrete Road At Ekta Nagar Main Road In Ward No . 107 .

Issued by Government Departments · AMC E-TENDER CELL PHASE-3, BUILDING AURANGABAD, Maharashtra
Tender Value
22.30 Lakhs
Estimated cost
Bid Submission
09 Mar 2020
0 days left
EMD
22308
Bank guarantee accepted
Document Fee
600
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
AMC E-TENDER CELL PHASE-3, BUILDING AURANGABAD → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Constructing Concrete Road At Ekta Nagar Main Road In Ward No . 107 . , 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 . As Per Ssr Item No . 2 . 11 . , Conveying Materials Obtained From Road Cutting Including All Lifts , Laying In Layers Of20cm 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 5 K . M . Inclusive From The Site Of Excavation To The Site Of Deposition As Directed . As Per Ssr Item No . 2 . 25 ( Lead Chart C -1 ) . , Providing Earth Work In Embankment With Approved Materials Obtained From Departmental Land Or Other Sources Upto Lead Of 50M . Including All Lifts , Laying In Layers Of 20Cm . To 30Cm . Thickness Breaking Clods , Dressing To The Required Lines , Curves , Grades And Section , Watering And Compaction With Power Roller To Achieve Not Less Than 97 % Of Standard Proctor Density Etc . Complete . As Per Ssr Item No . 2 . 28 . , Construction Of Granular Sub-Base By Providing Close Graded Material , Spreading In Uniform Layers With Motor Grader / Paver On Prepared Surface , Mixing By Mix In Place Method With Rotavator At Omc , And Compacting With Vibratory Roller To Achieve The Desired Density , Complete As Per Clause 401 -- Plant Mix Method And Grading - Ii Material . As Per Ssr Item No . 3 . 02 . , 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 , 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 Natural Sand/V . S . I . Quality Artificial Sand . As Per Ssr Item No . 24 . 01 . , Providing And Laying In-Situ M30 Grade [Using Tre-Mix Method] 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 . ( Vibrate & Level With Double Beam Vibrator , Vacuum Dewatering , Float The Surface With Power Trowel , Specified Joint With Groove Cutting , Joint To Be Filled With Specified Material ) As Per Ssr Item No . 5 . 01 . , Providing And Fixing Factory Made Hydraulically Pressed Mechanically Vibrated And Compacted Precast Inter Locking Cement Concrete Paving Blocks 80Mm Thick In M-40 Grade Of Approved Size And Shape For City Streets , Small /Medium Market Roads , Low Volume Roads , Utility Cuts On Arterial Roads Etc . As Specified And As Per Is 15658:2006 Including Cost Of All Materials , Manufacturing , Curing , Transportation Of Blocks To Work Site Including Loading , Unloading And Stacking As Directed , Laying Paving Blocks In Position Over Prepared Bed Of Natural Sand / Crushed Sand Of 50 Mm Thickness Including Necessary Excavation In All Stratas , Spreading Blindge Of Fine Sand Over The Prepared Bed , Compacting Blocks By Plate Vibrator Etc . Complete . As Per Ssr Item No . 5 . 20 . , Providing And Laying Cast In Situ/Ready Mix Cement Concrete M-15 Of Trap/Granite/Quartzite /Gneiss Metal For Coping To Plinth Or Parapet , Moulded Or Chamfered As Per Drawing Or As Directed Including Steel Centering , Plywood/ Steel Formwork Compacting , Roughening Them If Special Finish Is To Be Provided , Finishing Uneven And Honeycombed Surface And Curing Etc . Complete . The Cement Mortar 1:3 Plaster Is Considered For Rendering Uneven And Honeycombed Surface Only . Newly Laid Concrete Shall Be Covered By Gunny Bag , Plastic , Tarpaulin Etc . ( Wooden Centering Will Not Be Allowed . ) As Per Ssr Item No . 24 . 16 , Add For Royalty Charges , Laboratory Testing Of Compressive Strength Of C . C . Cube ( Set Of 3 Cubes ) .

BOQ

Name of Work : Constructing Concrete Road at Ekta Nagar Main Road in Ward No. 107.
Sl.No.Item DescriptionItem Code / MakeQuantityUnits
11Excavation 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. As Per SSR Item No. 2.11.225Cu.M
22Conveying materials obtained from road cutting including all lifts, laying in layers of20cm 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 5 K.M. inclusive from the site of excavation to the site of deposition as directed. As Per SSR Item No. 2.25 (Lead Chart C -1).225Cu.M
33Providing earth work in embankment with approved materials obtained from departmental land or other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades and section, watering and compaction with Power roller to achieve not less than 97 % of standard proctor density etc. complete. As Per SSR Item No.2.28.238.5Cu.M
44Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader / Paver on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - II Material. As Per SSR Item No. 3.02.225Cu.M
55Providing 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, 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 natural sand/V.S.I. quality Artificial Sand. As Per SSR Item No. 24.01.75Cu.M
66Providing and laying in-situ M30 Grade [Using tre-mix method] 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. (Vibrate & level with Double beam vibrator, vacuum dewatering, float the surface with power trowel, Specified joint with groove cutting, Joint to be filled with specified material) As Per SSR Item No. 5.01.150Cu.M
77Providing and fixing factory made Hydraulically pressed mechanically vibrated and compacted precast inter locking cement concrete paving blocks 80MM thick in M-40 grade of approved size and shape for City streets, small /medium market roads, low volume roads, utility cuts on arterial roads etc. as specified and as per IS 15658:2006 including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of natural sand / crushed sand of 50 mm thickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibrator etc. complete. As Per SSR Item No. 5.20.19.5Sq.M
88Providing and laying Cast in situ/Ready Mix cement concrete M-15 of trap/granite/quartzite /gneiss metal for coping to plinth or parapet, moulded or chamfered as per drawing or as directed including steel centering, plywood/ steel formwork compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.) As Per SSR Item No. 24.160.854883Cu.M
99Add for Royalty Charges238.5Cu.M
1010Laboratory Testing of Compressive Strength OF C.C. Cube (Set of 3 cubes).21 Test

AI Tender Summary

OUR REF NO 23900154
AUTHORITY Government Departments
TENDER VALUE 22.30 Lakhs
LAST DATE 09-03-2020
Authority
Authority Name Aurangabad Municipal Corporation
Work Description Constructing Concrete Road At Ekta Nagar Main Road In Ward No . 107 . , 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 . As Per Ssr Item No . 2 . 11 . , Conveying Materials Obtained From Road Cutting Including All Lifts , Laying In Layers Of20cm 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 5 K . M . Inclusive From The Site Of Excavation To The Site Of Deposition As Directed . As Per Ssr Item No . 2 . 25 ( Lead Chart C -1 ) . , Providing Earth Work In Embankment With Approved Materials Obtained From Departmental Land Or Other Sources Upto Lead Of 50M . Including All Lifts , Laying In Layers Of 20Cm . To 30Cm . Thickness Breaking Clods , Dressing To The Required Lines , Curves , Grades And Section , Watering And Compaction With Power Roller To Achieve Not Less Than 97 % Of Standard Proctor Density Etc . Complete . As Per Ssr Item No . 2 . 28 . , Construction Of Granular Sub-Base By Providing Close Graded Material , Spreading In Uniform Layers With Motor Grader / Paver On Prepared Surface , Mixing By Mix In Place Method With Rotavator At Omc , And Compacting With Vibratory Roller To Achieve The Desired Density , Complete As Per Clause 401 -- Plant Mix Method And Grading - Ii Material . As Per Ssr Item No . 3 . 02 . , 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 , 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 Natural Sand/V . S . I . Quality Artificial Sand . As Per Ssr Item No . 24 . 01 . , Providing And Laying In-Situ M30 Grade [Using Tre-Mix Method] 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 . ( Vibrate & Level With Double Beam Vibrator , Vacuum Dewatering , Float The Surface With Power Trowel , Specified Joint With Groove Cutting , Joint To Be Filled With Specified Material ) As Per Ssr Item No . 5 . 01 . , Providing And Fixing Factory Made Hydraulically Pressed Mechanically Vibrated And Compacted Precast Inter Locking Cement Concrete Paving Blocks 80Mm Thick In M-40 Grade Of Approved Size And Shape For City Streets , Small /Medium Market Roads , Low Volume Roads , Utility Cuts On Arterial Roads Etc . As Specified And As Per Is 15658:2006 Including Cost Of All Materials , Manufacturing , Curing , Transportation Of Blocks To Work Site Including Loading , Unloading And Stacking As Directed , Laying Paving Blocks In Position Over Prepared Bed Of Natural Sand / Crushed Sand Of 50 Mm Thickness Including Necessary Excavation In All Stratas , Spreading Blindge Of Fine Sand Over The Prepared Bed , Compacting Blocks By Plate Vibrator Etc . Complete . As Per Ssr Item No . 5 . 20 . , Providing And Laying Cast In Situ/Ready Mix Cement Concrete M-15 Of Trap/Granite/Quartzite /Gneiss Metal For Coping To Plinth Or Parapet , Moulded Or Chamfered As Per Drawing Or As Directed Including Steel Centering , Plywood/ Steel Formwork Compacting , Roughening Them If Special Finish Is To Be Provided , Finishing Uneven And Honeycombed Surface And Curing Etc . Complete . The Cement Mortar 1:3 Plaster Is Considered For Rendering Uneven And Honeycombed Surface Only . Newly Laid Concrete Shall Be Covered By Gunny Bag , Plastic , Tarpaulin Etc . ( Wooden Centering Will Not Be Allowed . ) As Per Ssr Item No . 24 . 16 , Add For Royalty Charges , Laboratory Testing Of Compressive Strength Of C . C . Cube ( Set Of 3 Cubes ) .
Basic Detail
Tender No AMC/EE/DYENG/ZONE08/2019/454
Bidding Type Tender
Location
City AMC E-TENDER CELL PHASE-3, BUILDING AURANGABAD
State Maharashtra
Key Dates
Publish Date 04 Mar 2020
Submission Date 09 Mar 2020
Open Date 11 Mar 2020
Finance
Tender Value 22.30 Lakhs
Tender Fee 600
EMD 22308
Exemption Not Available
Document List
Tendernotice_1.pdf
7445EA54-CFED-4AEA-B1AF-C8B36FB9D6AA.html
BOQ_976034.xls
RECALL040320.pdf

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Tender Timeline

Mar 04, 2020
11:30 IST

Tender Published

Tender notice published.

Completed
Mar 09, 2020
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Mar 11, 2020

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

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pdf

Tendernotice_1.pdf

html

7445EA54-CFED-4AEA-B1AF-C8B36FB9D6AA.html

xls

BOQ_976034.xls

pdf

RECALL040320.pdf

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