Construction remodeling of FIS Mangla Bharodi Kuhl in GP Mangla

Amount

Cutting in earth work in all kind of soil such as pick, jumper work blasting hard and soft rock chiseling soft or hard rock where blasting is prohibited and disposal of all ececavated earth work in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

Excavation in foundation trenches etc. in earth work in all depths and in all classification of earth work such as pick work,jumper work,saturated soil including bailing or pumping out of water, blasting soft or hard rock or chiselling or wedging out of soft/hard rock, where blasting is prohibited,in all lifts including trimming and dressing or dies, levelling of beds to correct grade including shoning structuring, planking timbering and dewatering whereever required staking the excavatd soil not or than 3 mtr clear form edge of excavation and then returning the stacked soil in 15 cm layer when required into plinths, side of foundation etc. consolidating each deposited layer by ramming and watering and then disposing the surplus excavated earth as directed with in all leads & lifts as per direction as satisfaction of Engineer-in-Charge.

Excavation in drain and channel etc. in earth work including dressing of sides and bed and disposing of excavated earth upto a lead of 20 mtrs. And lift upto 1.5 mtrs. Disposesd earth to be leveled and neatly in (PJW).With in all leads and lifts as per the direction of the Engineer-in-charge.

Removal of slips in all kinds of soil (including saturatd soil but excluding boulders and rocky portion requiring blasting upto a distance of 20 metres disposing of un-serviceable materials, stacking serviceable materials and neatly dressing the surface.

Dressing of side slope and preperation of Sub-grade for linning in side slope with all leads and lifts as per direction of Engineer-in-charge.

Dressing of side slope and preperation of Sub-grade for linning in side slope with all leads and lifts as per direction of Engineer-in-charge.

Providing and laying cement concrete 1:4:8(1:cement :4 sand:8 graded stone aggregate 40 mm nominal sixe) and curing complete excluding cost of form work in foundation and plinth including carriage of material with in all leads and lifts, as per direction and entire satisfaction of the Engineer-in-Charge.

Providing and laying cement conrete 1 : 3 :6 . ( 1 cement : 3 sand and : 6 grade stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth upto all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge.

Cement concrete lining 15cm thick for irrigation channels using cement concrete 1:3:6 (1 cement:3 Sand:6 graded crushed stone aggregate 20mm nominal size) including all leads & lifts as per direction of Engineer-in-charge.

Hand mixed concrete in bed

Hand mixed concrete on side slope

Extra allowances for form work in concrete lining on side slopes including all lead and lifts as per direction of Engineer-in-charge.

Providing and laying cement concrete 1:6:12(1: cement :6 sand :12 graded crushed stone agg. of 40mm. Nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per direction of the Engineer-in-charge.

Providing and laying cement concrete 1:2:4(1: cement :2 sand :4 graded crushed stone agg. of 20mm. Nominal size) and curing complete excluding the cost of form work in

Foundation footing bases of column and the like mass concrete with in all leads and lifts as per direction of the Engineer-in-charge.

Wall ( any thickness but not less than 0.10 mtr. Thickness) including attached pilasters buttersses, plinth and string courses etc, from top of foundation upto floor two level with in all leads and lifts as per direction of the Engineer-in-charge.

Suspended floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever upto floor two level with in all leads and lifts as per direction of the Engineer-in-charge.

Providing and laying cement concrete 1:1.5:3(1: cement :1.5 sand :3 graded crushed stone agg. of 20mm. Nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :-

Foundation footing bases of column and the like mass concrete with in all leads and lifts as per direction of the Engineer-in-charge.

Wall ( any thickness but not less than 0.10 mtr. Thickness) including attached pilasters buttersses, plinth and string courses etc, from top of foundation upto floor two level with in all leads and lifts as per direction of the Engineer-in-charge.

Providing and laying cement conctete 1:5:10 (1cement: 5sand: 10graded stone agg. 40mm nominal size) with 15% plum and curing complete excluding cost of form work in R/Wall/Brest walls the size of plum 150 to 300mm as per PWD specification. With in all leads and lifts as per the direction of the Engineer-in-charge.

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering strutting and propping etc. with wooden batten and ballies, in all heights of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for insitu-reinforced concrete and plain concrete work in :-

Vertical surfaces such as wall (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge.

In flat surfaces with steel plates such as soffits of suspended floors, roofs, landing and the like floor etc upto all thickness in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge.

Providing mild steel/tor steel (reinforcement for RCC work) including bending,binding and placing in positioncomplete in all respect including all leads and lifts as per the direction and entire satisfaction of Engineer-in-Charge.

Providing, Laying, jointing and testing in trenches (to be levelled to grades) MSERW flanged pipes of following diameter confirming to IS-1978,YST 210 having following hydraulic test pressure as per IS code in a random length of 4mtrs to 7 mtrs with bevelled ends and jointed with flanges following flange table conforming to IS-6392-1971 (latest with upto date amendments). The welding of flanges tobe done on both baces to make the joints leak proof to relevant BIS standard and specification. the pipes including nuts and bolts of required size, 3mm thick compressed asbestos fibre/ synthatic rubber jointing gesket should be confirming to relevant BIS codes laying will include all operation such as cutting welding painting and jointing including flusing cleaning and hydraulic testing of pipe complete in all respect and to the Entire satissfaction of the Engineer-in-charge the pipe shall have glass fiber tissue wrapping outside as per IS- 10221-1982 and IS -7193-1974 saturated with coaltar/aphalt enamel and inside epoxv/ asphalt lining provided at mill complete in all respect with in all leads and lifts of the following nominal bores:

MSERW pipe 200mm dia Nominal bore

ARVIND BUILDERS AND CONTRACTORS

ANIL MAHAJAN