Construction of Co Treatment Facility for fecal sludge treatment at 0.351 mld STP at Palampur in Tehsil Palampur Distt Kangra H P

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.

Removal of slips/silt/dumped stones or mulba including stacking of serviceable and unserviceable material and disposed of the material upto a lead of 20 metre and disposed material to be neat;ly dressed within all leads and lifts as per the direction of Engineer-in-charge.

Providing and laying cement concrete 1:3:6 (One cement is to three sand is to six 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.

a) Walls (any thickness) butt not less then 0.10 metre thickness) attached pillasters, buttresses, plinth and string courses etc. from top of foundation up to floor two level with in all leads and lifts as per the direction of Engineer-in-charge.

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 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.

Providing and laying precast cement concrete block 1:2:4 (One cement is to two sand is to four graded stone aggregate 20 milimetre nominal size) and curing complete 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 150 milimetre dia PVC pipe of 10.00 Kg./Cm2 complete in all respect with in all leads and lifts as per the direction of Engineer-in-charge.

a) 150 milimetre dia.

Providing and fixing Transparent corrugated PVC Sheets (including all fiitings with all accessories) within all leads and lifts as per the direction of Engineer-in-charge.

Supply,installation, testing and commissioning of wall mounted pressure feed type automatic PLC based gaseous chlorinator plant with residual chlorine analyzer for required capacity. It should be capable of controlling the chlorine level based on the feedback comand of residual chlorine analyzer to PLC system and PLC should give command accordingly to chlorine plant. Also it should be capable of injecting chlorine gas in required quantity from 0-10 Kg/ hour through electrically driven motor operated booster pump 2 Nos (1W+1SB) including 6 Nos CCE approved chlorine gas cyinders of 100 Kg cap. duly filled ,chlorine lekage detector system and chlorine analyer sensor to indicate chlorine content level in water with digital display complete in all respect with required electrical works including all accessories required to make the system fully functional with in all leads and lifts as per the direction of Engineer-in-charge.

Providing and installation of 50 mm thick 1 No. arocon panel prefabricated structure size 8x10 sqft made of light weight concrete core composed of porltland cement,binders, siliceous & micaceous material aggregare wit tongue & groove arrangement including one coat of primer and one coat of enamal paint for prefab structure including trusses, parling, coloumn etc. with galvalume roofing sheet of jindal or equivalent make of 0.50 mm thick. The prefebricated rooms should have MS door frame of 30mm flush door and aluminium sliding window with frame, glass 4 mm thick, safty rods and shutter including mosquito mesh. The structure should have electrical wiring with swiches, sockets and board complete with in all respect as per the satisfaction of Engineer-in-charge.

Providing and supplying wheel barow complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.

Providing and supplying shoes duck bags complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.

Providing and supplying Pic axes tata complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.

Providing and supplying Spade tata complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.

Providing and supplying Crow Bar Tata complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.

Providing and supplying Showel Tata complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.

Providing and supplying Safety gloves best quality complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.

Providing and supplying rain coat best quality complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.

Providing and supplying Mask best quality complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.

Providing and supplying full body suits best quality complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.

Providing and supplying Nylon ropes complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.

Providing and laying precast chequrred tiles 25 milimetre thick in floor on a bed of 25 milimetre average thickness of cement mortar 1:6 jointed with neat cement slurry grey in shade complete within all leads and lifts as per the direction of Engineer-in-charge.