Construction of rain water harvesting structure pond at Mandhol in G.P. Mandhol in Tehsil Jubbal Distt. Shimla (H.P) (Capacity 1340 Cum or 1340000 Ltrs)

Amount

Cutting in earth work and disposal of excavated earth up to a lead of 20 mtr. With in all leads and lifts as per the direction of the Engineer- in- charge.

Excavation in earth work and disposal of all excavated earth upto a lead of 20 mtrs. (twenty meters) and lift upto 1.50 mtrs. (one point fifty metrs) disposing earth to be leveled and neatly dressed pick jumper work with in all leads and lifts as directed by the Engineer-in-Charge.

Dressing of bed and side slopes in loose earth

Side Slopes

TUFFPAULIN 150 GSM Green Pond Liner Heavy Duty Tarpaulin, Tirpal, Tadpatri, Tharpai, Thadika, Extra Strong, Eyelets, UV Resistant with in all leads and lifts as directed by the Engineer-in-Charge.

Excavation in foundations , trenches etc., in earth work , lift up to 1.50 metres. Stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15 cm. (fifteen centimetres) layers , when required in to plinth and sides of foundations etc., conslolidating each of the disposited layer by ramming and watering and then disposing off all excavated soil as directed with in the load of 20 mtrs. Pick and Jumper work etc. complete as per the direction of the Engineer - in - Charge.

Stone Pitching for slopes of guide bank and protection work in dry hand packed stone of approved quality with in all leads and lifts in sides and Slopes complete as per the direction of the Engineer - in - Charge.

Providing and laying cement concrete 1:3:6 (1cement: 3 sand: 6 graded stone aggregate 40mm( Forty millimeter nominal size) and curing complete excluding cost of from work in foundation and plinth with in all leads & lifts as per entire satisfication of Engineer-In-Charge.

Brick work using common burnt clay building bricks in foundation and plinth in :- Cement Mortar 1:4 (1:cement: 4 Sand) first calss bricks with in all leads and lifts as per the directions of the Engineer in charge.

Fixing of fencing pannel of size 1.50 x 1.20 Mtrs. Consisting of wire mesh 25 x 25mm welded to M.S black tube of 32mm dai of 14 gauge thick with M.S Flats 20*3mm including cutting welding painting with enamel paint other than white, including hold fast of size 32*5mm fiat complete in all respects the jali of 25*25mm should be fixed in 1.50*1.20m the work should be executed as per the entire satisfaction of the Engineer in charge

Chaten Chauhan

Sanjeev Dulta