Providing Effluent Treatment Plant for District Ayurvedic Hospital Solan Tehsil and Distt. Solan HP

Cutting in earth work and disposal of excavated earth with in all leads and lifts of all kinds of soil and as per the direction of Engineer-in-charge including entire carriage of material upto all leads and lifts as per the direction of Engineer-in-Charge.

Excavation in foundation and trenches etc. in earth work in all kinds of soil such as pick work jumper work soft and hard rock and through conglomerate rock upto all leads and lifts stacking the excavated soil not more than 3mtrs clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinths sides of foundations etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth in all leads and as directed by the Engineer in-charge.

Providing and laying cement concrete 1:5:10 (1cement:5sand:10graded stone aggregate 40mm nominal size) with 15% plum and curing complete excluding cost of form work in retaining walls/ breast walls, the size of plums shall usually be 150mm to 300mm as per HPPWD specification. including entire carriage of material upto all leads and lifts.

Providing & laying cement concrete 1:4:8 (1cement : 4 sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring & shuttering in foundation & plinth including all lead and lifts complete in all respect as per direction of the Engineer-in-charge.

Back filling behind retaining wall/ breast wall complete in all respect as per direction of Engineer-in-Charge.

Providing weep holes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with a slope of 10 degree towards drawing face complete as per drawing.

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 centring below supporting floor to ceiling not exceeding 4mtrs and removal of the same for insitu reinforced concrete and plain concrete work in:-

Vertical surface such as wall of (any thickness) partition and the like including attached pillaster buttresses plinth and string courses and like and as per the direction of Engineer-in-charge including entire carriage of material upto all leads and lifts.

Bottom raft slab complete in all respect as per direction of Engineer-in-Charge.

Ladder complete in all respect as per direction of Engineer-in-Charge.

Providing pre fabricated 10KLD Effluent Treatment Plant having bar screen chamber, oil grease collection tank, flash mixer tank, floculation tank, secondary tube settler, areation feed tank, secondary tube settler tank, PSF, ACF sludge drying bed complete in all respect as per direction of Engineer-in-Charge.

Providing & laying cement concrete work using concrete mix of M-30 with graded stone aggregate 20mm nominal size and curing complete excluding cost of form work plain concrete work in foundation & plinth including all lead and lifts complete in all respect as per direction of the Engineer-in-Charge.

Providing & laying cement concrete work using concrete mix of M-30 with graded stone aggregate 20mm nominal size and curing complete excluding cost of form work and reinforcement for reinforced concrete work in walls (any thickness but not less than 0.10 mtr thickness) including attached plasters buttresses, plinth and string courses etc. from top of foundation upto floor two level including all lead and lifts complete in all respect as per direction of the Engineer-in-Charge.

Providing tor steel reinforcement for RCC work including bending, binding and placing in positon complete upto floor two level including entire carriage of material upto all leads & lifts.

Providing, laying, jointing, testing and commissioning in trenches galvanised mild steel tube of 150mm dia (light/ medium grade) including providing and fixing tube fittings such as reducer increasers, sockets, union, tees, bends etc. where ever required (earth work in trenches to be measured and paid for separately) and as per the direction of Engineer-in-charge including entire carriage of material upto all leads and lifts.

Providing & fixing CI sluice valve of 150mm dia flange table-5 (with hand wheel) as per IS: 780-1984 class-I (including brass spindle & as per 2906-1984 class-II for dia>300mm) complete with bolts nuts, rubber insertion etc. complete in all respect including entire carriage of material upto all leads & lifts as per direction of the Engineer-in-Charge.

Constructing chamber for sluice valve, with CI surface box 100 mm top dia.,160 mm bottom dia. & 180 mm deep (inside) with chained lid RCC top 1:1.5:3 mix (1 cement :1.5 sand :3 graded stone aggregate 20 mm nominal size) 100 mm thick foundation concrete 1:5:10 mix (1cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) & inside plastering with cement mortor 1 :4 (1 cement : 4 sand) finished with a floating coat of neat cement i/c curing complete. 600 x 600 x 750 mm inside size With 150 mm thick walls of RCC 1:1.5:3 (1 cement :1.5 sand :3 graded stone aggregate 20 mm nominal size) complete with form work & reinforcement with 6 mm bars at not exceeding 150 mm centres both ways.