Construction of FIS Ullansa in GP Ullansa Tehsil Bharmour Distt. Chamba SH construction of RCC intake 1 NO RCC outlet 5 Nos cutting excavation laying jointing and testing of HDPE pipe etc

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.

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 mix. ( 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 :

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

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.

in suspended floor,roofs,landing and shelves and their support Balconies,Beams,girders,bressumers and contilevers upto floor two level as per the direction and 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 :-

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.

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 & Placing of 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.

Laying, Jointing in testing of HDPE pipe including fittings complete (earth work in tincluding complete fitting and as per the direction of the Engineer-in-charge with in all leads and lifts of the following nominal bores:.

180mm Outer Dia ( From RD 4600 TO 4840) PN 6

180mm Outer Dia ( From RD 4600 TO 4840) PN 4

180mm Outer Dia ( From RD 4840 TO 5240) PN 10

180mm Outer Dia ( From RD 5240 TO 5780) PN 4

Providing and fixing cast iron double flanged sluice valve of reputed make like Kirloskar/Kilburn/IVC/Leader on distribution system of confirming to IS 780-1984 (latest with upto date amendments) of appropriate class , diameter,and capable to withstand the requisite nominal seat pressure 10 kg/sqm complete with tees,nuts & bolts, rubber gasket insertion etc i/c testing complete in all respect as per the direction of Engineer-in-Charge a including entire carriage of materials with in all leads and lifts as per the direction of Engineer-in-Charge.

200 mm dia

ROHIT SHARMA GOVT CONTRACTOR

Gaurav Thakur

Gulrez Mohammed

Suraj Rana