Deposit work BSP2021564 Construction of LWSS Kothuwan in Tehsil Sandhole Distt. Mandi HP

Amount

Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited and stacking the excavated soil up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returniing the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and waterng and then disposing of all surplus excavated earth as per direction and to the entire satisfaction of Engineer- in- charge up to leads and lifts.

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.

Providing and laying cement concrete 1 : 1½ : 3 ( 1 cement : 1½ : sand : 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinfocement for reinforced concrete work in :

Walls any thickness but not less than 0.1m thickness including attached pillaster buttresses, plinth and string courses from top of foundation upto two level all floor level as per direction and to the entire satisfaction of Engineer-in-Charge.

Foundation footings bases of columns and the like; and mass concreteas per direction and to the entire satisfaction of Engineer-in-Charge.

Suspended floors roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilevers upto floor two level. as per direction and to the entire satisfaction of Engineer-in-Charge.

Providing laying of Tor steel reinforcement for RCC work including bending binding and placing in position including wire upto all floor level as per direction and to the entire satisfaction of 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.

Providing form work of ordinary timber plankings so as to give a rough finish including centring, shuttering, strutting & propping etc. height of propping & centring below supporting floor to ceilling not exceeding 4 mts. And removal of the same for insitu-reinforced concrete and plain concrete work in arches upto 6.00 mtrs span as per direction and to the entire satisfaction of Engineer-in-charge.

Providing and fixing cast iron manhole cover with frame 500 mm dia (medium duty) single seal pattern the weight of cover 58 Kg and weight of frame 58 Kg. The total weight of cover and frame should not be less than 116 Kg complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.

Laying, jointing & testing of G.I pipe of following dia (Light class) for outlets pipe & scour pipes etc. in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge. (Labour rate)

65 mm dia

Providing and fixing double flanged Cast Iron gate valve of following dia of Kirloskar/Leader make conforming to IS:14846/2000 with up to date amendment as per Class PN-1.00 to withstand in normal seat pressure of 10.20 Kg/cm² including welding with M.S. Flanges table-5 as per IS 6392-1971 including carriage in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge.

65 mm Dia

Providing and fixing 1.80 m high fencing with 2.50 m angle iron of 50X50X5 mm 2.5 m center to center with nine horizontal line, two diagonals of galvanised barbed wire as per IS 2778-1962 type-I weight of wire 9.38 kg/100 m (minimum strained and fixed to post by making hole/cuts to angle post required space priming coats etc. embeded in CC 1:4:8 complete in all respect as per direction and to setisfaction of Engineer-in-Charge.

KULDEEP KUMAR GOVT. CONTRACTOR (BID ID -474262)