Construction Of Cc Road From Dulichand Doodh Dairy To Nawab Pura Chowk In Ward No . 47, TOWN HALL, AURANGABAD-Maharashtra

Construction Of Cc Road From Dulichand Doodh Dairy To Nawab Pura Chowk In Ward No . 47 , Scarifying Exiting Bitumen Pavement Up To Ad Depth Of 50Mm By Manual Means And Disposal Of Material To 1Km . Spec Morth305 . 4 . 3 ( Pwd Dsr 2013-14 / Item No . Morth 3 . 14 6 P-174 ) . B ) Bitumenous Surface Dsr Pg No . 251 , 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 By Mechanical Means Morth 30 State E-Dsr No . 2 . 11 P No . 13 , Conveying Materials , Obtained From Including All Lifts , Laying In Layers Breaking Clods , Dressing To The Required Lines , Curves Grades And Section For A Lead Of Over 2Km Etc . Complete . As Per Statement C-2 Lead For 3 To 5 Km . Pwd Page No . 249 , Providing Concrete Pipes Of Np . 3 Class Of 300Mm Diameter In Proper Line , Level And Slope Including Necessary Collars , Excavation , Laying , Fixing With Collars In Cement Mortar 1:1 And Refilling The Trench Complete Ref Mssidc Rate Contract 2014-15 , Lowering Laying And Jointing In Proper Grade And Alignment 300Mm Diameter R . C . C . Pipes With Coller Joint In Cm 1:1 Proportion Or Socked R . C . C . Pipes With Rubble Joints ( Excluding Cost Of Rubble Ring Or R . C . C . Coller ) Including Cost Of Conveyance From Stores To Site Of Work Cost Of Jointing Materials Labour , Giving Hydraulic Testing Etc . Complete As Directyed By Mjp Dsr Pg No . 72 Item No . Section -V ( Vi ) , Providing Concrete Pipes Of Np . 3 Class Of 600Mm Diameter In Proper Line , Level And Slope Including Necessary Collars , Excavation , Laying , Fixing With Collars In Cement Mortar 1:1 And Refilling The Trench Complete . Ref Mssidc 2014-15 , Lowering Laying And Jointing In Proper Grade And Alignment 600Mm Diameter R . C . C Pipes With Collar Joint In Cm 1:1 Proportion Or Socked R . C . C Pipes With Rubble Joints ( Exclduing Cost Of Rubble Ring Or R . C . C . Collar ) Including Cost Of Conveyance From Stores To Site Of Work Cost Of Jointing Material Labour , Giving Hydraulic Testing Etc . Complete As Directed By Mjp Dsr Pg 72 . Item No . Section- V ( Vi ) , Providing And Applying Cement Slurry On Existing B . T . Road With Brooming And Before Laying Of Dlc At The Rate 1 . 75 Kg/Sqm Cement Spreading The Same Uniformly Over The Surface Etc . Complete As Directed By Engineer In Charge ( Rate Excluding Scarifying/ Brooming ) As Per Rate Analyisis Reference Of Dsr Table No . 13 . 1 Consumption Of Cement/ Item No . 43/P-308 As Per Rate Analysis , Royality Charges For Rubble , Murum , . 60Mm/40Mm Metal ( Hard Broken Etc Complete . ) , Construction Of Granular Subbase By Providing Close Graded Material , Mixing In A Mechanical Mix Plat At Omc , Carriage Of Mixied Material To Work Site , Spreading In Uniform Layers With Mototr Grader On Prepared Surface And Compacting With Vibratory Ower Roller To Achieve The Desired Density , Complete As Per Clause 401 Plant Mix Method And Grading Ii Material Morthe 401 State E- Dsr Item 3 . 02 P-No . 16 , Construction Of Dry Lean Cement Concrete Subbase Over A Prepared Subgrade With Coarse And Fine Aggreate Conforming To Is: 383 , The Size Of Coarse Aggregate Not Exceeding 25Mm , Cement Content Not To Be Less Than 150Kg/Cum , Optimum Moisture Content To Be Determined During Trial Length Construction , Concrete Strength Not To Be Lss Than 10 Mpa At 7 Days , Mixed In A Batching Plant/Weigh Batch Mixer , Trnasported To Site With All Leads On Lifts , Laid With A Paver With Electronic Sensor / By Suitable Means As Approved By Engineer In Charge , Compacting With Vibratory Roller , Finshing , Curing And Including Preparation Of Subgrade Surface If Required Etc . Complete . Morth 601 State E-Dsr Item 5 . 13 Pg No . 34 , Providing And Laying In Situ M-40 Grade Unreinforced Plain Cement Concrete Pavement With Max 20% Fly Ash ( Flyash Upto 20% Fly Ash ( Flyash Upto 20% By Weight Of Cement ) Over A Providing And Laying In Situ M-40 Grade Unreinforced Plain Cement Concrete Pavement With Max 20% Fly Ash ( Flash Upto 20%By Wieght Of Cement ) Over A Prepared Sub Base With 43 Grade Cement , Coarse And Fine Aggregate Conforming To Is 383 , Using Fine & Coarse Aggregates Combined Gradation As Per Table 6003 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 Continous 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 Center To Center , Admeasuring 80Mm At Bottom And 40Mm At Top With Depth Of 75Mm And Maintaining The Same Throughout Curing Period By Any Other Method Approved By Engineer In Charge ( Incluing Providsion Fo Contraction , Expansion , Sonsctruction And Longitudinal Joints , Joints Filler , Separation Membrance , Sealant Primer , Joint Sealant , Debonding Strip , Admixtures , As Approved Curing , Etc . Finishing To Lines And Grades Inl . Transportation Of Mix If Done Through Batching Plant Etc . Complete And Fiber 0 . 90Kg/Cum . As Directed By Engineer In Charge ( Using Trimix Method ) ( Exclduing Reinforcment But Including Raising Of Manholes If Necessary ) ( Initial Lead Of 5 . 00 Km For Raw Materials Up To Plant Site ) Spec . No . Morth & H 2013 . Including Groove Cutting In 1 X 1 M ( 3Mm Thick ) State E-Dsr Item 5 . 09 Pg 32 , Providing & Fixing Factory Made Hodraulically Pressed & Mecanically Vibrated & Compatcted Precst Interlocking Cement C Oncret Paving 100Mm Thick In M40 Grade Pf A[[Rpved Size And Shape For City Streels And Roads With High Volume/Heavy Traffic 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 Pavings Blocks In Position Over Prepared Bed Of Natural Sand / Curshed Sand Of 50Mm Thickness Including Necessary Excavation In All Stratas , Spreading Blindage Of Fine Sand Over The Prepared Bed , Compacting Blocks By Plate Vibrator Etc . Complete . Morth 410 . 3 . 6 State E-Dsr Item 5 . 21 Pg 36

INR 3000 /-

INR 29640.0 /-

INR 29.64 Lakhs /-

Name of Work: Construction of CC road from Dulichand Doodh Dairy to Nawab pura chowk in ward no.47
	Sl. No.	Item Description	Item Code / Make	Quantity	Units
1	1	Scarifying exiting bitumen pavement up to ad depth of 50mm by manual means and disposal of material to 1km. Spec morth305.4.3 (PWD DSR 2013-14 / Item No. Morth 3.14 6 p-174). B) Bitumenous surface DSR PG NO.251	1	1852.5	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 by Mechanical Means MORTH 30 State e-DSR NO.2.11 P NO.13	2	56.25	M3
3	3	Conveying materials, obtained from including all lifts, laying in layers breaking clods, dressing to the required lines, curves grades and section for a lead of over 2km etc.complete. As per Statement C-2 Lead for 3 to 5 KM. PWD Page No.249	3	56.25	M3
4	4	Providing concrete pipes of NP.3 Class of 300mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete Ref MSSIDC Rate Contract 2014-15	4	19.5	Rmt
5	5	Lowering laying and jointing in proper grade and alignment 300mm diameter R.C.C. pipes with coller joint in CM 1:1 proportion or socked R.C.C. pipes with rubble joints (excluding cost of rubble ring or R.C.C. coller) including cost of conveyance from stores to site of work cost of jointing materials labour, giving hydraulic testing etc. complete as directyed by MJP DSR PG NO. 72 ITEM NO. SECTION -V (VI)	5	19.5	Rmt
6	6	Providing concrete pipes of NP.3 Class of 600mm diameter in proper line, level and slope including necessary collars, excavation, laying , fixing with collars in cement mortar 1:1 and refilling the trench complete. Ref MSSIDC 2014-15	6	19.5	Rmt
7	7	Lowering laying and jointing in proper grade and alignment 600mm diameter R.C.C pipes with collar joint in CM 1:1 proportion or socked R.C.C pipes with rubble joints (exclduing cost of rubble ring or R.C.C. collar) including cost of conveyance from stores to site of work cost of jointing material labour, giving hydraulic testing etc. complete as directed by MJP DSR pg 72. Item no. Section- V (VI)	7	19.5	Rmt
8	8	Providing and applying cement Slurry on existing B.T. road with brooming and before laying of DLC at the rate 1.75 kg/sqm cement spreading the same uniformly over the surface etc. complete as directed by engineer in charge (rate excluding scarifying/ brooming ) as per rate analyisis reference of DSR table no.13.1 consumption of cement/ Item no.43/p-308 As per rate Analysis	8	1852.5	M2
9	9	Royality Charges for rubble, murum,. 60mm/40mm metal (Hard broken etc complete.)	9	445.19	M3
10	10	Construction of granular subbase by providing close graded Material, mixing in a mechanical mix plat at OMC, carriage of mixied Material to work site, spreading in uniform layers with mototr grader on prepared surface and compacting with vibratory ower roller to achieve the desired density, complete as per clause 401 Plant Mix Method and Grading II Material MORTHE 401 State e- DSR ITEM 3.02 P-NO.16	10	22.5	M3
11	11	Construction of dry lean cement concrete subbase over a prepared subgrade with coarse and fine aggreate conforming to IS: 383, the size of coarse aggregate not exceeding 25mm, cement content not to be less than 150kg/cum, optimum moisture content to be determined during trial length construction,concrete strength not to be lss than 10 Mpa at 7 days, mixed in a batching plant/Weigh batch mixer, trnasported to site with all leads on lifts, laid with a paver with electronic sensor / by suitable means as approved by Engineer in charge, compacting with vibratory roller, finshing, curing and including preparation of subgrade surface if required etc. complete. MORTH 601 State e-DSR ITEM 5.13 pg no.34	11	169.31	M3
12	12	Providing and laying in situ M-40 Grade unreinforced plain cement concrete pavement with max 20% fly Ash (Flyash upto 20% fly Ash (Flyash upto 20% by weight of cement) over a Providing and laying in situ M-40 Grade unreinforced plain cement concrete pavement with max 20% fly Ash (Flash upto 20%by wieght of cement) over a prepared sub base with 43 grade cement, coarse and fine aggregate conforming to IS 383, using fine & coarse aggregates combined gradation as per Table 6003 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 continous 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 center to center, admeasuring 80mm at bottom and 40mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer in charge (incluing providsion fo contraction, expansion, sonsctruction and longitudinal joints, joints filler, separation membrance, sealant primer, joint sealant, debonding strip, admixtures, as approved curing, etc. finishing to lines and grades inl. transportation of mix if done through batching plant etc. complete and fiber 0.90kg/cum. as directed by Engineer in charge (Using Trimix Method) (Exclduing reinforcment but including raising of manholes if necessary) (initial lead of 5.00 Km for raw materials up to plant site) Spec. No. MORTH & H 2013. Including groove cutting in 1 x 1 m (3mm thick) State e-DSR ITEM 5.09 PG 32	12	277.88	M3
13	13	Providing & Fixing factory made hodraulically pressed & mecanically vibrated & compatcted precst interlocking cement c oncret paving 100mm thick in M40 grade pf a[[rpved size and shape for City streels and roads with high volume/heavy traffic 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 pavings blocks in position over prepared bed of natural sand / curshed sand of 50mm thickness including necessary excavation in all stratas, spreading blindage of fine sand over the prepared bed, compacting blocks by plate vibrator etc. complete. MORTH 410.3.6 State e-DSR ITEM 5.21 PG 36	13	48.75	M2