Providing FSSM Co-Treatment system for Baijnath in Tehsil Baijnath District Kangra HP

Excavation in foundation,trenches etc.in earth work in all kinds of soil such as pick work, jumper work, blasting hard of soft rock by chiselling where the blasting work is prohibited slushy daldal and saturated soil including pumping or bailing out water within all heights, stacking the excacated soil within all leads clear from the edge of excavation and then returning the stacked soil in 150 mm (fifteen centimetres) layer when required into plinths, sides of foundation consolidating each deposited layer by remming and watering and then disposing of all surplus excavated earth as per the direction of Engineer-in-Charge with in all leads and lifts

Providing and laying cement concrete 1:3:6 (One cement is to three sand is to six graded stone aggregate 20 milimetre nominal size) and curing complete excluding the cost of form work in foundation and plinth complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction 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:-

Foundation,footings bases of column and the like mass concrete complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge .

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.

Flat surfaces such as soffits & suspended floors, roofs landing and the like.

Edge of slab and break in floor and wall under 20 cm wide 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:-

Foundation , footing, bases of columns and the like & mass concrete.complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge .

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 complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge .

Providing and fixing Tor Steel reinforcement for RCC work including in including bending , binding and placing in position complete upto floor two level complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge .

Providing in RCC work smooth finishing of the exposed surface with cement mortor 1:3 (1 cement 3 Sand)

Steel work welded in built up sections, trusses, and framed work including cutting ,hoisting, fixing in position and applying a priming coat of red lead paint in grating, framed guards bars, Ladders, railings, brackets and similar works as per direction and to the entire satisfaction of the Engineer-in-charge.

Providing and laying cement concrete 1:2:4(1cement:2sand:4 graded stone aggregate 20mm nominal size)and curing complete excluding the cost of form work in

Suspended floors,roofs landing shelves and their supports balconies beams,girders and cantilevers upto floor two level complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge .

White washing with lime on undecorated wall surfaces two coats to give an even shade including thoroughly brooming the surface to remove all dirt, dust, mortar dirt and other foreign matter.

Electro-Mechanical Equipments

Providing supplying and fixing of all Electro-Mechanical arrangements for sludge stirring with suitable motor, SS shaft and blades to deliver suitable rpm for the required size, SS shaft and blades to deliver 25 rpm for the required size, Motor ABB/GEC complete in all respects including Sluice Valves and NRVs, Bends of required size and degree as per the approved drawing and design including , Installation, Testing & Commissioning as per the entire satisfaction of Engineer in Charge.

Providing supplying and fixing of Sludge dewatering system (screw press) with all necessary arrangements with 6 m3/hr capacity including panel & all foundation required to fix screw press including Sluice Valves and NRVs, Bends & cable of required size as per the approved drawing and design, including, Installation, Testing & Commissioning as per the entire satisfaction of Engineer in Charge.

Laying jointing and testing of DI pipe spigot and socketed pipe with CML (SBR tyton push on joint) complete in all respects as per IS 8329-2900 class K7 diamensions weight and test pressuers in all respect and as per patest ammendments or adition. 150 mm dia

Providing and jointing tyton (Push on joints) to Ductile iron pipe and fitting including testing of the joints, cost of rubber gasket (EDPM quality) conforming to IS 3382 latest edition/ ammendments complete in all respect within all leads and lifts and as per latest ammendments or edition. 150 mm dia

Providing and fixing all socket DI Tee/ Cross as per IS 8329 or letest additional amendments including carriage of material within all leads lifts complete in all respect. 150 mm dia

Providing and fixing Cast Iron Sluice valve (IS 148846:2000) . Make Kirloskar . 150 mm dia

Dressing the ground including cutting and filling upto 15 cm. as per the direction of Engineer-in-Charge with in all leads and lifts.

Boulder filling dry hand packed tightly under path as per the direction of Engineer-in-Charge with in all leads and lifts.

Supplying and erection of Galvanized Iron (G.I.) pipe pole 'A' quality of suitable length and dia. 4.85 mm thickness, including fixing up to a given depth below G/L.The hole of excavation about 30 cm dia. and given depth to be filled in up to 15 cm below G/L with 1:3:6 cement concrete and there above plinth with 1:2:4 cement concrete up to a height of 45 cm from G/L. The radial thickness of the plinth above G/L should not be less than 6.35 cm and sufficient to completely flush a 180 mmx100 mmx 45 mm deep, glass filled Nylan F.R. grade box for housing a 16 Amp. MCB, the outer surface of the plinth to be finished with 1:3 cement plaster 6 mm thick, the fuse- box shall have a water tight cover, including painting of pole with two coats of approved color, brand and manufacture of paint over a priming coat complete in all respects as required:- 6 Meter long having nominal bore dia. 80 mm planting depth 120 cm with pit depth 135 cm.

Providing and fixing following type of surface mounting decorative mirror optics luminaire with powder coated CRCA sheet steel housing, low glare aluminium mirror reflector, pre-wired with 110 V starter & 36/40 w copper ballast for housing CFL (but excluding the cost of CFL), complete with all accessories, connections, testing and commissioning etc. as required. 3 x36 watt-CFL (Category-A)