Providing And Laying Drainage Line At Jaibhavani Chowk Naregaon, TOWN HALL AURANGABAD-Maharashtra

Providing And Laying Drainage Line At Jaibhavani Chowk Naregaon , Excavation For Foundation / Pipe Trenches In Earth , Soils Of All Types , Sand , Gravel And Soft Murum , Including Removing The Excavated Material Upto A Distance Of 50 Metres And Lifts As Below , Stacking Anc Spreading As Directed , Manual Dewatering , Preparing The Bed For Foundation And Excluding Backfilling , Etc . Complete . ( Lift 0 To 1 . 5 M ) ( Bd-A Page No . 259 ) Mjp Dsr 2016-17 I . No . 1 , Excavation For Foundation / Pipe Trenches In Hard Murum And Boulders , W . B . M . Road Including Removing The Excavated Material Upto A Distance Of 50 M Beyond The Area And Lifts As Below , Stacking And Spreading As Directed By Engineer-In-Charge . Normal Dewatreing , Preparing The Bed For Foundation And Excluding Backfilling , Etc . Complete . ( Lift 0 To 1 . 5M ) Spec No . Bd . A Page No . 259 Mjp Dsr2016/17 It No . 3 , Providing Isi Standard R . C . C . Pipes In Standard Lengths Of Following Class And Diameter Suitable For Either Collar Joints Or Rubber Ring Joints , Including All Taxes ( Central And Local ) , Inspection Charges , Transport To Departmental Stores/Site , Unloading And Stacking , Etc . Complete . ( Is-458/1988 ) Class Np-Ii With Coller Joints As Per Mjp Dsr 2018-19 300 Mm Dia , Lowering , Laying And Jointing In Proper Grade And Alignment R . C . C . Pipes With Collar Joints In Cm1:1 Proportion Or Socketed R . C . C . Pipes With Rubber Joints ( Excluding Cost Of Rubber Ring Or R . C . C . Collar ) , Including Cost Of Conveyance From Stores To Site Of Works , Cost Of Jointing Material , Labour , Giving Hydraulic Testing , Etc . Complete As Directed By Engineer-In-Charge . ( Is-783/1985 ) 300 Mm Dia , Providing And Constructing On Drainage Line B . B . Masonary Circular Manhole , Concentric Cone 0 . 90 Mtrs . Dia . At Bottom And 0 . 5 Mtrs . Dia At Top And Upto A Depth Of 1 . 50 Mtrs . With 23 Cm Thick Brick Work In C . M . 1 : 6 Prop , With12 Mm Thick . Cement Plaster In 1:4 , With Smooth Rendering , 1:2:4 Coping And Fixing Approved Make And Quality S . F . R . C . Frame And Cover Of 56 Cm Dia Etc . Including All Necessary Excavation & 1:5:10 Bed C . C . Etc All Complete As Directed By Engineer - In -Charge . ( Rebate For Every Decrease In Depth Of 30Cm Orpart There Of Rs . 1639/- Per 30Cm ) , Providing Steel Fibre Reinforcement ( S . F . R . C ) Frame , Cover Heavy Duty/ Medium Duty Of Rectangleor Circular In Shape Of Approved Make Including Loading Unloading , Transportation All Taxes Etc . Completes As Directed By Engineer In Charge ( As Per Sanctioned Rates Of Amc Stores & As Per Mjp Dsr -2015-2016 ) Circular Hd 540/630 Mm With Frames , Transportation Of Surplus Material From Work Site To Any Disposal Place As Directed By The Engineer - In - Charge With A Lead Of 3 . 00 Km Including And Stacking Etc . Complete ( As Per Pwd Dsr 2017-2018 3 Excavated Roack , Refilling The Trenches With Available Excavated Stuff With Soft Material First Over Pipe Line And Then Hard Material In 15 Cm Layers With All Leads And Lfts Including Consolidation , Surcharging , Etc . Complete . ( As Per Mjp Dsr ) , Supplying Hard Murum/ Kankar At The Road Site , Including Conveying And StackingComplete . , Spreading Hard Murum For Side Width Etc . Complete , Providing Soling Using 80 Mm Size Trap Metal In 15 Cm . Layer Including Filling Voidswith Crushed Sand/Grit , Ramming , Watering Etc . Complete . , 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 ( 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 Anyother Method Approved By Engineer-In-Charge . ( Using Tre-Mix Method ) , Add Royalty

INR 300 /-

INR 1370.0 /-

INR 1.37 Lakhs /-

Name of Work: Providing and laying Drainage line at Jaibhavani Chowk Naregaon
	Sl. No.	Item Description	Item Code / Make	Quantity	Units
1	1	Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum,including removing the excavated material upto a distance of 50 metres and lifts as below, stacking anc spreading as directed, manual dewatering,preparing the bed for foundation and excluding backfilling, etc. complete. (Lift 0 to 1.5 M) \n (Bd-A Page No.259) MJP DSR 2016-17 I. No.1 \n	1	74.25	Cum
2	2	Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M.road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below,stacking and spreading as directed by Engineer-in-charge. normal dewatreing, preparing the bed for foundation and excluding backfilling, etc. complete. ( Lift 0 to 1.5M ) Spec No. Bd.A Page No.259 MJP DSR2016/17 It No.3\n	2	5.4	Cum
3	3	Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter Suitable for either collar joints or rubber ring joints,including all taxes (Central and local )\n,inspection charges, transport to departmental stores/site, unloading and stacking, etc.complete. (IS-458/1988) Class NP-II with Coller Joints As per MJP DSR 2018-19 300 mm dia\n	3	55	Rmt
4	4	Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in CM1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar), including cost of conveyance from stores to site of works, cost of jointing material, labour ,giving hydraulic testing, etc. complete as directed by Engineer-in-charge. (IS-783/1985) 300 mm dia	4	55	Rmt
5	5	Providing and constructing on drainage line B.B. masonary circular manhole, concentric cone 0.90 mtrs. dia. at bottom and 0.5 mtrs. dia at top and upto a depth of 1.50 mtrs. with 23 cm thick brick work in C.M. 1 : 6 prop, with12 mm thick.Cement plaster in 1:4, with smooth rendering, 1:2:4 coping and fixing approved make and quality S.F.R.C . Frame and cover of 56 cm dia etc. including all necessary excavation & 1:5:10 bed c.c.etc all complete as directed by Engineer - in -charge .(Rebate for every decrease in depth of 30cm orpart there of Rs. 1639/- per 30cm)\n	5	4	No
6	6	Providing steel fibre reinforcement (S.F.R.C) frame , cover heavy duty/ medium duty of rectangleor circular in shape of approved make including loading unloading , transportation all taxes etc. completes as directed by engineer in charge (As per sanctioned rates of AMC stores & as per MJP DSR -2015-2016) circular HD 540/630 mm with frames	6	4	No
7	7	Transportation of surplus material from work site to any disposal place as directed by the Engineer - in - charge with a lead of 3.00 km including and stacking etc. complete( As per PWD DSR 2017-2018 3 Excavated Roack	7	3.88	Cum
8	8	Refilling the trenches with available excavated stuff with soft material First over pipe line and then hard material in 15 cm layers with all leads and lfts including consolidation,surcharging, etc. complete. (As per MJP DSR )	8	75.77	Cum
9	9	Supplying hard murum/ kankar at the road site, including conveying and stacking\ncomplete.	9	3.6	Cum
10	10	Spreading hard murum for side width etc. complete	10	3.6	Cum
11	11	Providing soling using 80 mm size trap metal in 15 cm. layer including filling voidswith Crushed sand/grit, ramming, watering etc. complete.	11	3.6	Cum
12	12	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( 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 anyother method approved by Engineer-in-charge.(Using tre-mix method)\n	12	2.7	Cum
13	13	Add Royalty	13	7.92	Cum