Construction of Jal Bhandaran Weir at Basehar Nalla in Bhararu Beat and Block of Joginder Nagar Forest Division

Amount

Excavation in foundation and trenches etc.(in pipes and pits) in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiselling/wedging out of rock/where blasting prohibited) saturated soil stacking the excavated soil as directed by the Engineer-in-charge clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer –in-charge in all leads and lifts.

Providing and laying cement concrete 1:3:6 (1Cement:3sand:6 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work foundation and plinth in all leads and lifts

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 battens and ballies height of propping and centering below supporting floor two level. Vertical surfaces such as walls (any thickness) partitions and the like i/c attached pillasres buttresses,plinth & string courses and the like. in all leads and lifts

Providing in RCC work smooth finishing of the exposed surface with cement mortor 1:3 (1cement :3Sand) complete in all respect within all leads & lifts.

Providing and laying cement concrete 1:2:4 (1Cement: 2 sand: 4 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work foundation and plinth in all leads and lifts

Providing Tor steel reinforcement for RCC work including bending, binding & placing in position comjplete upto floor two level in all leads and lifts.

Providing & laying in trenches GMS/MS Tubes (M class) i/c flanged joint as per MS Flange of table 5 conforming to IS 6392 - 1971 complete in all respect as per entire satisfaction of Engineer in charge (Earth work in trenches to be measured & paid for separately) in all leads and lifts

150 mm Dia

Providing & fixing CI Sluice valve (with hand wheel) as per IS : 780-1984 class-I upto 300 mm dia.(i/c brass spindle & as per 2906-1984 class-II for dia.> 300 mm) complete with bolts nuts,rubber insertion etc.,(the tail piece if required shall be measured & paid for separatly) in all leads and lifts.

150mmDia

Excavation in foundation and trenches etc. in earth work in all kind of soil such as pick work jumper work,saturated soil including bailing or pumping out water, blasting soft/hard rock, chiseling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, levelling of bed, stacking the excavated soil clear from the edge of excavation and then returning the excavated soil in 15cm. layers including consolidating each deposited layer by ramming , watering and then disposing of all surplus excavated soil as directed in all leads/lifts and shoring strutting,timbering and dewatering where ever required as per direction of the Engineer-in-charge.

Wire crates made of GI wire fileld with boulders with square cut faces against the wire in all leads and lifts.

Wire crates made of GI wire 5mm thick correspoding to 6-SWG-150x150mm mesh filled with bouders with square cut faces against the wire in leads and lifts.

Providing and fixing 1.8m high barbed wire fencing with angle iron posts 2.50m high 50x50x5mm,2.50m c/c with 9 horizontal rows and 2 diagonal rows of barbed wire embedded in cc 1:4:8. complete in all respect with in all leads and lift,carrige of material and other incidental charges complete in all respect as per the direction of Enginer-in-charge.

AMIT KATOCH

Prithi Raj Thakur

Dinesh Kumar

Deepak Kumar

Ravinder Kumar

VINOD KUMAR DHARWAL