In Ward 9 Of Pavithreswaram Grama Panchayath., PAVITHRESWARAM GRAMA PANCHAYAT-Kerala

In Ward 9 Of Pavithreswaram Grama Panchayath. , Protection Wall , Stone Aggregate ( Single Size ) 40Mm Nominal Size , Stone Aggregate ( Single Size ) 20Mm Nominal Size , Coarse Sand ( Zoneiii ) , Portland Cement , Hire Charge Of Concrete Mixer 0 . 25 To 0 . 40Cum With Hopper , Vibrator ( Needle Type 40Mm ) , Sundries , Stone Arrregate ( Single Size ) 10 Mm Nominal Size , 11 . 4 . 4 : Providing Concrete For Plain / Reinforced Concrete In Open Foundations Complete As Per Drawings And Technical Specifications Clause 802 , 803 , 1202 & 1203Iv . R . C . C Grade M 20 , 11 . 8 : Supplying , Fitting And Placingtmt Bar Reinforcement In Foundation Complete As Per Drawings And Technical Specifications Clauses 1000 And 1202 , Od450290 / 2019_2020 : Surface Dressing Of The Ground In All Kinds Of Soil Including Removing Vegetation≪Br≫And In-Equalities Not Exceeding 15 Cm Deep And Disposal Of Rubbish , Lead Up To 50 M And Lift Up To 1 . 5 M . , Od450291 / 2019_2020 : Plain Cement Concrete Pavement , Thickness As Per Design , Over A Prepared Sub≪Br≫Base , With 43 Grade≪Br≫Cement Or Any Other Type As Per Clause 1501 . 2 . 2 M 20 ( Grade ) , Coarse And Fine Aggregates Conforming To Is≪Br≫383 , Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm , Mixed In A Concrete Mixer Of Not Less Than 0 . 2≪Br≫Cum Capacity And Appropriate Weigh Batcher Using Approved Mix Design , Laid In Approved Fixed Side≪Br≫Formwork ( Steel Channel , Wedges , Steel Plates Including≪Br≫Levelling The Formwork As Per Drawing ) , Spreading The Concrete With Shovels , Rakes , Compacted Using≪Br≫Needle Vibrator And Finished In Continuous Operation Including Provision Of Contraction≪Br≫And Expansion , Construction Joints Curing Of Concrete Slabs For 14 Days , Water Finishing To Lines And Grade As≪Br≫Per Drawing And Technical Specifications Clause 1501 ( Form Work Included )

INR 1944 /-

INR 21405.0 /-

INR 8.56 Lakhs /-

Work Name: ??????????????? ???o????????? ????? ???????????? IN WARD 9 OF PAVITHRESWARAM GRAMA PANCHAYATH.
	Sl. No.	Item Description	Item Code / Make	Quantity	Units
1	1	protection wall	BI01010001010000000000000515BI0100001113
2	1.001	Stone aggregate(single size)40mm Nominal size	BI01010001010000000000000515BI0100001114	74.49	cum
3	1.002	Stone aggregate(single size)20mm Nominal size	BI01010001010000000000000515BI0100001115	65.895	cum
4	1.003	Coarse sand (Zoneiii)	BI01010001010000000000000515BI0100001116	79.3605	cum
5	1.004	Portland cement	BI01010001010000000000000515BI0100001117	37.818	tonne
6	1.005	Hire charge of Concrete Mixer 0.25 to 0.40CuM with Hopper	BI01010001010000000000000515BI0100001118	12.033	Day
7	1.006	Vibrator (Needle type 40mm)	BI01010001010000000000000515BI0100001119	12.033	Day
8	1.007	sundries	BI01010001010000000000000515BI0100001120	2368.78	L.S
9	1.008	Stone arrregate (Single Size)10 mm Nominal size	BI01010001010000000000000515BI0100001121	12.606	cum
10	1.009	11.4.4 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203IV.R.C.C grade M 20	BI01010001010000000000000515BI0100001122	2.15	cum
11	1.01	11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202	BI01010001010000000000000515BI0100001123	0.086	tonne
12	1.011	od450290/2019_2020 : Surface dressing of the ground in All kinds of soil including removing vegetation<br>and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.	BI01010001010000000000000515BI0100001124	447	sqm
13	1.012	od450291/2019_2020 : Plain cement concrete pavement ,thickness as per design,over a prepared sub<br>base,with 43 grade<br>cement or any other type as per clause 1501.2.2 M 20 (grade),coarse and fine aggregates conforming to IS<br>383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2<br>cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side<br>formwork(steel channel, wedges,steel plates including<br>levelling the formwork as per drawing),spreading the concrete with shovels,rakes,compacted using<br>needle vibrator and finished in continuous operation including provision of contraction<br>and expansion ,construction joints curing of concrete slabs for 14 days, water finishing to lines and grade as<br>per drawing and Technical Specifications clause 1501 (Form work included)	BI01010001010000000000000515BI0100001125	68.125	cum