Construction Of Cement Concrete Road At Ward No . 64 In Sector B From Plot No . 79 A To Plot No . 87 Sawarkar Nagar, TOWN HALL AURANGABAD-Maharashtra

Construction Of Cement Concrete Road At Ward No . 64 In Sector B From Plot No . 79 A To Plot No . 87 Sawarkar Nagar , 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 ( B . T . Surface . ) , Construction Of Granular Sub Base By Providing Close Graded Material Mixing In Mechnical Mix Plant At Omc , Carriage Of Mixed Material To Worksite Spreading In Uniform Layers With Motor Grade On Prepared Surface And Compacting With Vibratory Powerroller To Achive The Desired Density , Complete As Per Morth Clause 401 ( By Plant Mix Method ) Pwd/Dsr/P248/I927 Construction Of Granular Sub Base 2 , 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 M30 Grade Unreinforced Plain Cement Concrete Pavement 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 A Batching And Mixing Plant /Non Tilting Mixer And Weigh Batcher As Per Approved Mix Design , Admixtures , Transporting To Site , Spreading , Laying Compacting And Finished In A Continuos Operation , Finishing To Lines And Grades As Directed By Engineer In Charge And Curing By Curing Compound /By Providing Cement Vata In Cement Motor 1:8@0 . 6X0 . 6M Centre To Centre , Admeasuring 80Mm At Bottom And 40 Mm At Top With Depth Of75mm And Maintaining The Same Through Curing Period By Any Other Method Approved By Engineer In Charge . Ssr/2017-18/P40 I5 . 06/Sr No-181 , 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 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 )

INR 600 /-

INR 17515.0 /-

INR 17.51 Lakhs /-

Name of Work: Construction of Cement Concrete Road at Ward No.64 in Sector B from Plot No.79 A To Plot No.87 Sawarkar Nagar
	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	240	Cum
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	240	Cum
3	3	Picking the road surface including sectioning etc. complete (B.T. surface.)\n	3	825	Sqm
4	4	Construction of granular sub base by providing close graded material mixing in mechnical mix plant at OMC, carriage of mixed material to worksite spreading in uniform layers with motor grade on prepared surface and compacting with vibratory powerroller to achive the desired density, complete as per MORTH clause 401 ( By plant mix method) PWD/DSR/P248/I927 Construction of granular sub base 2	4	120	Cum
5	5	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	5	82.5	Cum
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 conforming to IS383 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 compacting and finished in a continuos operation ,finishing to lines and grades as directed by engineer in charge and curing by curing compound /by providing cement vata in cement motor 1:8@0.6x0.6m centre to centre ,admeasuring 80mm at bottom and 40 mm at top with depth of75mm and maintaining the same through curing period by any other method approved by engineer in charge .SSR/2017-18/P40 I5.06/Sr no-181	6	123.75	Cum
7	7	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	7	715	Rmt
8	8	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	8	715	Rmt
9	9	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)	9	660	Sqm