Constructing Concrete Road From Trisharan Chowk To Pruthiraj Nagar In Ward No . 110 Mayurban Colony . , TOWN HALL AURANGABAD-Maharashtra

Constructing Concrete Road From Trisharan Chowk To Pruthiraj Nagar In Ward No . 110 Mayurban Colony . , 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 . Ssr 2017-2018 Item No . 3 . 09 , 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 . Ssr 2017-2018 Item No . 2 . 11 . , 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 . Ssr 2017-2018 Item No . 2 . 26 . ( Lead Chart Statement C - 1 ) , Providing And Laying Cement Concrete Pipe Of Is 458:2003 Np-2 Class Of 450 Mm Diameter In Proper Line , Level And Slope Including Providing And Fixing Collars In Cement Mortar 1:2 And Curing Etc . Complete . As Per Ssr Item No . 11 . 08 . , Providing Earth Work In Embankment With Approved Materials Obtained From Departmental Land Or Other SourcesUpto Lead Of 50M . Including All Lifts , Laying In Layers Of 20Cm . To 30Cm . Thickness Breaking Clods , Dressing To The RequiredLines , Curves , Grades And Section , Watering And Compaction With Vibratory Roller With V-Sat Attachment To Achieve Not Less Than 97 % Of Standard Proctor Density Etc . Complete . Ssr 2017-2018 Item No . 2 . 28 , Construction Of Granular Sub-Base By Providing Close Graded Material , Mixing In A Mechanical Mix Plant At Omc , Carriage Of Mixed Material To Work Site , Spreading In Uniform Layers With Motor Grader / Paver On Prepared Surface And Compacting With Vibratory Power 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 . , Construction Of Dry Lean Cement Concrete Sub- Base Over A Prepared Sub-Grade With Coarse And Fine Aggregate Conforming To Is: 383 , The Size Of Coarse Aggregate Not Exceeding 25 Mm , , Cement Content Not To Be Less Than 150 Kg/ Cum , Optimum Moisture Content To Be Determined During Trial Length Construction , Concrete Strength Not To Be Less Than 10 Mpa At 7 Days , Mixed In A Batching Plant/ Weigh Batch Mixer , Transported To Site With All Leads And Lifts , Laid With A Paver With Electronic Sensor /By Suitable Means As Approved By Engineer-In-Charge , Compacting With VibratoryRoller , Finishing , Curing And Including Preparation Of Subgrade Surface If Required Etc . Complete . As Per Ssr Item No . 5 . 13 . , Providing And Laying In-Situ M40 Grade Unreinforced Plain Cement Concrete Pavement With Max 20% Fly Ash ( Fly-Ash Upto 20% By Weight Of Cement ) Over A Prepared Sub Base With 43 Grade Cement , Coarse And Fine Aggregate Conforming To Is383 , Using Fine And Coarse Aggregates Combined Gradation As Per Table 600-3 Of Morth Specification 2013 , Mixed In ABatching And Mixing Plant/ Non Tilting Mixer And Weigh Batcher As Per Approved Mix Design , Admixtures , Transporting To Site , Spreading , Laying Compacting AndFinished 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 OtherMethod Approved By Engineer-In-Charge . ( With 50 % Crush Sand & 50 % River Sand And Including Groove Cutting & Fiber 0 . 90 Kg / Cum ) . As Per Ssr Item No . 5 . 09 . , Providing And Fixing In Position Tmt Bar Reinforcement Of Various Diameters For Reinforced Cement Concrete Pile Caps , Footings , Foundations , Slabs , Beams , Columns , Canopies , Stair Case , Newels , Chajjas , Lintels , Pardis , Copings , Fins , Arches Etc . As Per Detailed Designs , Drawings And Schedules Including Cutting , Bending , Hooking The Bars Binding With Wires Or Tack Welding And Supporting As Required Complete . Spec . No . : Bd . F . 17 Page No . 306 . Pwd Dsr Page No:55 Item No:140 . , Providing Solling Using 80 Mm Size Trap Metal In 15 Cm . Layer Including Filling Voids With Crushed Sang / Grit , Ramming , Watering Etc . Complete . Ssr 2017-2018 Item No . 21 . 40 . , Providing And Fixing Factory Made Hydraulically Pressed Mechanically Vibrated And Compacted Precast Inter Locking Cement Concrete Paving Blocks 80Mm Thick In M-40 Grade OfApproved 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 AllMaterials , 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 PlateVibrator 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 No . 24 . 16 . , Add For Royalty Charges , Laboratory Testing Of Compressive Strength Of C . C . Cube ( Set Of 3 Cubes ) . , Laboratory Testing Of Taking Of Core Samples In Concrete Pavement . , Laboratory Testing Of Basic Test Of Cement . Standard Consistancy , Fineness , Specific Gravity , Setting Time ( Initial & Final ) , Compressive Strength , Soundness

INR 3000 /-

INR 44608.0 /-

INR 44.60 Lakhs /-

Name of Work: Constructing Concrete Road From Trisharan Chowk To Pruthiraj nagar in Ward No.110 Mayurban colony.
	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. SSR 2017-2018 Item No. 3.09	1	1060	Sq.M
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. SSR 2017-2018 Item No. 2.11.	2	636	Cu.M
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. SSR 2017-2018 Item No. 2.26. (Lead Chart Statement C - 1)	3	636	Cu.M
4	4	Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 450 mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. As Per SSR Item No.11.08.	4	40	RMT
5	5	Providing earth work in embankment with approved materials obtained from departmental land or other sources\nupto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required\nlines, curves, grades and section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete. SSR 2017-2018 Item No. 2.28	5	424	Cu.M
6	6	Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader / Paver on prepared surface and compacting with vibratory power 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.	6	212	Cu.M
7	7	Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge , compacting with vibratory\nroller, finishing, curing and including preparation of subgrade surface if required etc. complete. As Per SSR Item No. 5.13.	7	185.5	Cu.M
8	8	Providing and laying in-situ M40 Grade unreinforced plain cement concrete pavement with max 20% fly Ash (Fly-ash upto 20% by weight of Cement) over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS\n383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a\nbatching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying compacting and\nfinished 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\nmethod approved by Engineer-in-charge.(with 50 % Crush sand & 50 % River sand and including groove cutting & fiber 0.90 kg / cum). As Per SSR Item No.5.09.	8	371	Cu.M
9	9	Providing and fixing in position TMT bar reinforcement of various diameters for reinforced cement concrete pile caps, footings, foundations, slabs, beams, columns, canopies, stair case, newels, chajjas, lintels, pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules including cutting, bending, hooking the bars binding with wires or tack welding and supporting as required complete. Spec. No.: Bd.F. 17 Page No. 306. PWD DSR Page No:55 Item No:140.	9	2	M.T.
10	10	Providing solling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sang / grit, ramming, watering etc. complete. SSR 2017-2018 Item No. 21.40.	10	8.4	Cu.M
11	11	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\napproved 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\nmaterials, 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\nvibrator etc. complete. As Per SSR Item No. 5.20	11	56	Sq.M
12	12	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 No. 24.16.	12	1.935	Sq.M
13	13	Add for Royalty Charges	13	433.66	Cu.M
14	14	Laboratory Testing of Compressive Strength of C.C. Cube (Set of 3 cubes).	14	4	1 Test
15	15	Laboratory Testing of Taking of core samples in concrete pavement.	15	4	1 Test
16	16	Laboratory Testing of BASIC TEST OF CEMENT. Standard Consistancy, Fineness, Specific Gravity, Setting Time (Initial & Final), Compressive Strength, Soundness	16	1	1 Test