Work No 1 Construction of CAD work for LIS Simble Balh Jamrellla in Tehsil Baijnath Distt Kangra H P

Amount

Excavation in foundation trenches etc. in earth work in all kinds of soil such as pick work,jumper work,blasting in soft and hard rock and chiselling work including saturated soil slushy soil and under floor upto all depth and stacking the excavated soil not more than 3 metre clear from the edge of excavation and then returning the stacked soil in 15 centimetre (Fifteen centimetre) layer 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 within all leads and lifts.

Providing and laying cement concrete 1:4:8 (One cement is to four sand is to eight graded stone aggregate 40 milimetre nominal size) and curing complete excluding the cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-charge.

Providing form work with steel plates 3.15 milimetre thick welded with angle iron in frame 30x30x5 milimetre so as to give a fair finish including centring,shuttering,strutting and propping etc. with wooden battens ballies,height of propping and centring below supporting floor two ceiling not exceeding 4 metre and removal of the same for in-situ-reinforced concrete and plain concrete work in:-

a) Vertical surfaces such as walls(any thickness)partitions walls and the like including attached pillasters,buttreses plinth string courses and the like within all leads and lifts as per the direction of Engineer-in-charge.

Providing and laying cement concrete 1:11/2:3(One cement is to One and half sand is to three graded stone aggregate 20 milimetre nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:-

a) Foundation,footings bases of column and the like mass concrete within all leads and lifts as per the direction of Engineer-in-charge.

b) Vertical surfaces such as walls(any thickness)partitions walls and the like including attached pillasters,buttreses plinth string courses and the like within all leads and lifts as per the direction of Engineer-in-charge.

Providing and laying mild steel/tor steel reinforcement for reinforced cement concrete work including bending binding and placing in position complete upto floor two level within all leads and lifts as per the direction of Engineer-in-charge.

Steel work welded in built up sections,trusses and framed work including cutting,hoisting and fixing in position and applying a priming coat of red lead paint in gratings,framed guard bars,ladders,railing,brackets and similar type of work within all leads and lifts as per the direction of Engineer-in-charge.

Providing and Fixing of MS angle bracket to cover & safety of sluice valves in out let chamber 40X40X6mm angle iron 3.15mm gusset plate and at junction& corner within all leads and lifts as per the direction of Engineer-in-charge.

Providing and fixing of Sluice Valve of 100 mm dia of approved ISI make with latest ammendent in all respect with MS connectingg rod 1.5 mtrs long to operate wheel of sluice valve i/c jointing of HDPE end cap joint with connection 110 mm OD within all leads and lifts as per the direction of Engineer-in-charge.

Laying, jointing and testing GI pipe 65mm dia

Providing and Fixing GI Tee 65mm dia

Providing and Fixing P.P valve complete in all respect.

Providing and Fixing Male or Female shocket complete in all respect.

Laying and jointing and commissioning of HDPE (High Density Polyethylene pipes) of following diametre confirmng to IS 4984-1995 with fusion welding process including all necessary fitting in all leads and lift to the entire satisfacton of Engineer-in-charge.

a) 110 milimetre dia PN 4.00, PE80., Node No. 47 to 48 RD 600 to 725 = 125 Rmt , Node No. 38 to 39 RD 0 to 150 = 150 Rmt , Node No. 39 to 40 RD 150 to 29 = 140 Rmt

90 milimetre dia PN 4.00, PE80., Node No. 48 to 49 RD 725 to 890 = 165 Rmt , Node No. 49 to 50 RD 890 to 1020 = 130 Rmt, Node No. 40 to 41 RD 290 to 410 = 120 Rmt, Node No. 41 to 42 RD 410 to 590 = 180 Rmt , Node No. 39 to 43 RD 0 to 150 = 150 Rmt

Providing,laying and jointing and commissioning of PVC Control valve of reputed make in outlet chamber to control the water for distribution system in all leads and lift to the entire satisfacton of Engineer-in-charge.

110 milimetre dia PN 4.00, PE80.

90 milimetre dia PN 4.00, PE80.

Bilayti Rana

MADAN KATOCH

karam chand

AMIT KATOCH

SURESH KUMARGOVT CONTRACTOR