Construction Of Road From Krazie Bite To House Of Shelke At N-1 Ward No-38, AMC E-TENDER CELL PHASE - 3 BUILDING, AURANGABAD-Maharashtra

Construction Of Road From Krazie Bite To House Of Shelke At N-1 Ward No-38 , Excavation For Pavement Road Way In Earth Soil Of All Types Sand Gravl Soft Murum Including Dressing Section To Required Grade , Camber , And Side Slopeand Conveying The Excavated Materials With All Lifts Leads Up To A Lead Pf 50 M . And Spreading For Embankment Or Stacking Etccomplete As Directed By Engineer In Charge . Spec . No . :Ssr/2017-18/P 21/Sr No-88/Ssr I 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 -18/ Pg . 23 / It . 2 . 25/ Sr . No . 102 , Picking The Road Surface Including Sectioning Etc . Complete ( Bt Surface . ) , 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 , Wet Mix Macadam -- Providing , Laying , Spreading And Compacting Graded Stone Aggregate To Wet Mix Macadam Specification Including Premixing The Material With Water At Omc In Mechanical Mix Plant Carriage Of Mixed Material By Tipper To Site , Laying In Uniform Layers With Paver In Sub- Base / Base Course On Well Prepared Surface And Compacting With Vibratory Roller To Achieve The Desired Density . Laying By Grader/Paver . , 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 25Mm , Cement Content Not To Be Less Than 150Kg/Cum , Optimum Moisture Content To Be Determined During Trail Length Construction , Concrete Strength Not To Be Less Than 10Mpa Of 7Days , 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 The Vibratory Roller , Finishing , Curing And Including Preparation Pf Sub-Grade Surface If Required Etc Complete . Ssr/2017-18/P43/I5 . 13/Sr No-190 , 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 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 . ( With 50 % Crush Sand & 50 % River Sand And Including Groove Cutting & Fiber 0 . 90 Kg/Cum ) , Cutting Transverse Contraction Joints 3 To 4Mm Wide And Depth 60Mm In Concrete Slab Using Concrete Cutting Machine With Diamond Studded Saw Within 48 Hours Of Casting Of Bay/Slab Etc Complete Including Subsequent Widening Of The Groove 8 To 10 Mm Wide At Top Having Depth Of 15 Mm As Directed By Engineer In Charge Ssr/2017-18/P44/I5 . 17/Sr No-195 , Providing To Contractions Joints Polysulphide Sealent ( Pouring Grade ) Confirming To Bs:52121989 Into Sawed Groove Widened At Top For Sealent Reservoir Of Specified Size And Shape As Per Detailed Drawing Including Fixing Hgpolythene Foam Backer Etc Complete . Ssr/2017-18/P44/I5 . 18/Sr No-195 , Providing And Fixing Factory Made Hydraulically Pressed Mechanically Vibrated And Compacted Precast Inter Locking Cement Concrete Paving Blocks 100Mm Thick In M-40 Grade Of Approved Size And Shape For City Streets And Roads WithHigh Volume/ Heavy Traffice 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 , Excavation For Foundation / Pipe Line Treanches In Earth Soil Of All Types Sand Gravl Soft Murum Including Dressing Section To Required Grade , Camber , And Side Slopeand Conveying The Excavated Materials With All Lifts Leads Up To A Lead Pf 50 M . And Spreading For Embankment Or Stacking Etccomplete As Directed By Engineer In Charge . Lift 0 To 1 . 5 M , Providing Isi Staandard R . C . C . Pipe Of The Foll0wing Size Including Inspection Charges , Loading Unloading Etc Complate 300 Mm Dia . , Lowering , Laying And Jointing In Proper Grade And Aliganment R . C . C Pipe With Cement Jiont In C . M . 1:1 Proportion Of Following Diameter Including Cost Of Conveyance From Store To The Site Of Work Giving Satifactory Hydraulic Testing Etc . Complate 300Mm Dia . Pipe . , 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 Vibratory Roller With V-Sat Attachment To Achieve Not Less Than 97 % Of Standard Proctor Density Etc . Complete , Providing And Fixing Heavy Duty Inter Locking Concrete Rubber Mould Glossy Paving Blocks Of 60 Millimeter Thickness Of Having A Strength Of 400 Kg/Sq . M Of Approved Quality And Shape On A Bed Of Crushed Sand Of 25 To 30 Millimeter Thick Including Striking Joints And Cleaning Etc . Complete . ( Using 100% Crushed Sand ) , Add For Royalty

INR 1120 /-

INR 111225.0 /-

INR 1.11 Crore /-

Name of Work:Construction of road from Krazie Bite to House of Shelke at N-1 ward no-38
	Sl. No.	Item Description	Item Code / Make	Quantity	Units
1	1	Excavation for pavement road way in earth soil of all types sand gravl soft murum including dressing section to required grade, camber, and side slopeand conveying the excavated materials with all lifts leads up to a lead pf 50 m. and spreading for embankment or stacking etccomplete as directed by engineer in charge. spec. No. :SSR/2017-18/P 21/SR No-88/SSR I no-2.11	1	1353	Cu.M.
2	2	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 -18/ pg.23 / It.2.25/ Sr.No.102	2	1353	Cu.M.
3	3	Picking the road surface including sectioning etc. complete (BT surface.)	3	1950	SQM
4	4	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	4	507	Cu.M.
5	5	Wet Mix Macadam -- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying By Grader/Paver.	5	849	Cu.M.
6	6	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 25mm ,cement content not to be less than 150kg/cum,optimum moisture content to be determined during trail length construction,concrete strength not to be less than 10Mpa of 7days,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 the vibratory roller, finishing , curing and including preparation pf sub-grade surface if required etc complete .SSR/2017-18/P43/I5.13/Sr no-190	6	566	Cu.M.
7	7	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 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.(with 50 % Crush sand & 50 % River sand and including groove cutting & fiber 0.90 kg/cum)	7	849	Cu.M.
8	8	Cutting transverse contraction joints 3 to 4mm wide and depth 60mm in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay/slab etc complete including subsequent widening of the groove 8 to 10 mm wide at top having depth of 15 mm as directed by engineer in charge SSR/2017-18/P44/I5.17/Sr no-195	8	2650	Rmt.
9	9	Providing to contractions joints polysulphide sealent(pouring grade) confirming to BS:52121989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Hgpolythene foam backer etc complete.SSR/2017-18/P44/I5.18/Sr no-195	9	2650	Rmt.
10	10	Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 100MM thick in M-40 grade of approved size and shape for City streets and roads with\nhigh volume/ heavy traffice 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 /\ncrushed 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.\ncomplete	10	51.75	Sq.M.
11	11	Excavation for foundation / pipe line treanches in earth soil of all types sand gravl soft murum including dressing section to required grade, camber, and side slopeand conveying the excavated materials with all lifts leads up to a lead pf 50 m. and spreading for embankment or stacking etccomplete as directed by engineer in charge. lift 0 to 1.5 m	11	66	Cu.M.
12	12	Providing ISI staandard R.C.C. pipe of the foll0wing size including inspection charges , loading unloading etc complate 300 mm dia.	12	66	Rmt.
13	13	Lowering , laying and jointing in proper grade and aliganment R.C.C pipe with cement jiont in C. M. 1:1 proportion of following diameter including cost of conveyance from store to the site of work giving satifactory hydraulic testing etc. complate 300mm dia. pipe.	13	66	Rmt.
14	14	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 vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete	14	365	Cu.M.
15	15	Providing and fixing heavy duty inter locking concrete RUBBER MOULD GLOSSY PAVING BLOCKS of 60 millimeter thickness of having a strength of 400 Kg/sq.m of approved quality and shape on a bed of crushed sand of 25 to 30 millimeter thick including striking joints and cleaning etc. complete. (using 100% crushed sand)	15	1330	SQM
16	16	Add for royalty	16	365	Cu.M.