Construction Of Concreting In Lane Of 11 And 12 At Rahemaniya Colony In Ward No . 41, TOWN HALL AURANGABAD-Maharashtra

Construction Of Concreting In Lane Of 11 And 12 At Rahemaniya Colony In Ward No . 41 , Excavation For Road Way In Earth Soil Of All Sorts Sang Gravel Soft Murum Including Dressing Section To The Requrie Grade Camber And Side Slope And Conveying The Excavation Materials With All Lifts And Upto A Lead Of 50 Mtrs Nd Spreading For Embankment Etc As Directed By Engg In Charge ( Ssr 17-18 ) Ssr Sr . No . 89 Item No . 2 . 11 P . No 5-6 Morth 301 , Conveying Materials , Obtained From Road Cutting , Including All Lifts , Laying In Layers Breaking Clods , Dressing To The Required Lines , Cures Grades And And Section For A Lead Of Over 300 To 500 Mtr Inclusive From The Site Of Excavation To The Site Of Depostion Etc Comp . . . Etc As Directed By Engg In Charge ( Ssr 17-18 ) , Providing Soling Using 80 Mm Size Trap Metal In 15Cm Layer Including Filling Voids Sand/Grit Ramming , Watering Etc-Comp . As Directed By Engg In Charge ( Ssr 17-18 ) Item No . 21 . 4 Page No . 99 Ssr Sr . No . 811 ( Ssr 17-18 ) Pwd Dsr Page No: 21 Item No: 19 , Providing And Laying In Situ Cement Concrete M-10 / 1:3:6 With Trap Metal For Cement Concrete Pavement Bedding Including Necessary Compaction And Curing Etc . Complete . As Directed By Engginer In Charge ( Base Levelling Course Of Cast In Concrete ) Ssr Item No . Bd . E 1 Page No . 104-105 Ssr Sr . No . 887 . Ssr Item No . 24 . 01 , Pavement And Laying In Situ M-30 Grade Unreinforceplain Cement Concrete Pavement Over A Prepared Sub Base With 43 Grade Cement , Coarse And Fine Aggregate Conforming To Is 383 , Using Fine And Coarse Aggegates Combined Gradation As Per Table 600-3 Of Morth Specification 2013 , Mixed In A Batching And Mixed Gplant/ Non Tilting Mixer And Weigh Batcher As Per Approved Mix Desing , Admixtures , Transporting To Site , Spreading , Laying Compacting 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 . 6 M Centre To Centre , Admeasuring 80 Mm At Bottom And 40 Mm At Top With Depth Of 75 Mm And Maintainigng The Same Throughout Curing Period By Any Other Method Approved By Engineer-In-Charge Ssr 2017-18 Sr . No . 182 Item No . 5 . 04 Page No . 21 To 22 Morth 602 .

INR 600 /-

INR 11289.0 /-

INR 11.28 Lakhs /-

Name of Work: Construction of concreting in lane of 11 and 12 at Rahemaniya Colony in Ward No. 41
	Sl. No.	Item Description	Item Code / Make	Quantity	Units
1	1	Excavation for road way in earth soil of all sorts sang gravel soft murum including dressing section to the requrie grade camber and side slope and conveying the excavation materials with all lifts and upto a lead of 50 mtrs nd spreading for embankment etc as directed by engg in charge (SSR 17-18) SSR Sr.No. 89 Item No. 2.11 p.no 5-6 MORTH 301	1	255.3	M3
2	2	Conveying materials, obtained from road cutting, including all lifts, laying in layers breaking clods, dressing to the required lines, cures grades and and section for a lead of over 300 to 500 mtr inclusive from the site of excavation to the site of depostion etc comp...etc as directed by engg in charge (SSR 17-18)	2	255.3	M3
3	3	Providing soling using 80 mm size trap metal in 15cm layer including filling voids sand/grit ramming, watering etc-comp. as directed by engg in charge (SSR 17-18) Item No. 21.4 Page No. 99 SSR Sr.No. 811 (SSR 17-18)PWD DSR Page No: 21 Item No: 19	3	127.64	M3
4	4	providing and laying in situ cement concrete M-10 / 1:3:6 with trap metal for cement concrete pavement bedding including necessary compaction and curing etc. complete. As directed by engginer in charge (Base levelling course of cast in concrete) SSR Item No. Bd.e 1 Page No. 104-105 SSR Sr.No. 887 . SSR item No. 24.01	4	85.1	M3
5	5	Pavement and laying in situ M-30 Grade unreinforceplain cement concrete pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate conforming to IS 383, using fine and coarse aggegates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixed gplant/ non tilting mixer and weigh batcher as per approved mix desing, admixtures, transporting to site, spreading, laying compacting 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 @ 0.6 m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75 mm and maintainigng the same throughout curing period by any other method approved by engineer-in-charge SSR 2017-18 Sr.No. 182 Item No. 5.04 Page No. 21 to 22 Morth 602.	5	127.64	M3