Providing CAD work to LIS Uttri GP Naya in Tehsil Shillai Distt Sirmour HP

Amount

Excavation in drains and channels etc. in earth work in all kinds of soil such as pick work,jumper work ,blasting work decomposed conglomerate saturated soil soft rock and hard rock including dressing of sides and beds and preparation of sub grade to level or slope including refilling the trenches and disposing of surplus earth upto all leads lifts disposed earth to be levelled and neatly dressed including jungle clearance and as per direction of Engineer-in-charge.

Laying, jointing & testing of Hight Denisity Polythylene pipes use for buried water and services . The jointing of Pipe shall be done by butt fusion welding which shall confirm to clause 3.2.1.2 of IS-7634 (Part-II) - 2012 etc. each Pipe shall be BIS marked IS-4984-2016 or latest with upto date ammendments of PE 63 of folloiwing nominal & dia of pressure rating complete in all respect and as per direction of Engineer-in-charge.

i) PE-63 PN 2.50 of 125 mm outer dia

ii) PE-63 PN 2.50 of 90 mm outer dia

iii) PE-63 PN 2.50 of 75 mm outer dia

Excavation in foundation and trenches etc.in earth work in all kinds of soil such as pick work ,jumper work decomposed conglomerate saturated soil soft and hard rock upto all leads lifts stacking the excavated soil not more than 3mtr.clear from the edge of excavation and then returning the stacked soil in 15cm layers when required in to plinth sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth as directed with in all leads lifts and as per directions of the Engineer-incharge

Providing and laying cement concrete 1:4:8(1cement:4sand:8 graded stone agg.40mm nominal size)and curing complete excluding the cost of form work in foundation & plinth including all leads lifts and carriage of material and as per the directions of Engineer-in-charge.

Providing and laying cement concrete work 1:1-1/2:3 (1cement:1-1/2 sand: 3 gradeds stone agg. 20mm nominal size & curing complete) excluding cost of form work and reinforcement for RCC work including all leads lifts complete and carriage of material etc. as per directions of Engineer incharge.

a) Foundation and plinth

b) Wall (any thickness but not less then 0.10thick) attached pillasters, buttress and the like.

Providing form work with steel sheets 3.15mm thick welded with angle iron 30x30x5 mm so as to give rough finish i/c centring shuttering structing and propping etc. with wooden bettens & Ballies, height or propping & centering below supporting floor to ceiling not exceeding 4 mtr.and removal of the same for insitu RCC work and PCC work.including all leads lifts and carriage of material at site & as per direction of Engineer incharge in:-

a) Vertical surface such as wall (any thickness. Partition and the like i/c attached plasters, buttress , plinth and string course and the like.

Providing Mild/Tor steel reinforcement for RCC work including bending binding & placing in positing I/c all leads lifts and carriage of material and as per direction of the Engineer-in-charge.

Providing and laying cement concrete work 1:5:10(1cement:5 sand: 10 graded stone agg. 40mm nominal size) with 15% plum and curing complete excluding cost of form work and in retaining walls/ Breast walls, the size of Plums shall usually be 150mm to 300mm as per PWD specificatioin including all leads lifts and carriage of material and as per direction of Engineer incharge.

beer singh

The Nandini Enterprises and Sons