Providing FSSM CoTreatment System for Nadaun and Adjoining area under SBM2 in Tehsil Nadaun and Distt. Hamirpur Himachal Pradesh

Excavation in foundation, trenches etc. in earth work, in all kinds of soil such as pick work, jumper work, blasting work in hard / soft rocks, chiseling / wedging out of hard / soft rocks including dewatering in saturated soil up to all leads and lifts, staking the excavated soil / materials upto all leads and lifts clear from the edge of excavation and then returning the stacked excavated soil in all layers when required into plinths sides of foundation etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as per direction of Engineer -in-Charge.

Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm nominal size) excluding cost of centring and shuttering in: Foundations and plinth:

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 to ceiling not exceeding 4meters and removal of the same for in-situ reinforced concrete and plain.

Foundation,footing, bases of columns and the like & mass concrete.

Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasres buttresses, plinth & string courses and the like.

flat surfaces such as soffits of suspended floors,roofs,landing and the like floor etc. up to 20 mm in thickness including all leads and lifts complete in all respect .

Edges in Slabs

Providing and laying cement concrete 1:1 ½:3 (1cement :1 ½ sand :3 stone aggregate 20 mm nominal size) & curing complete but excluding the cost of form work and reinforcement for reinforced concrete work

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

Foundation and Plinth

Wall (any thickness but not less than 0.10 mts. thickness) attached pillasters, buttresses plinth, and string courses etc.from top of foundation level upto floor two level within all leads and lifts as per the direction of Engineer-in-charge.

Providing Tor steel reinforcement for RCC work including bending,binding & placing in position complete upto floor two level within all leads and lifts as per the direction of Engineer-in-charge.

Providing in RCC work smooth finishing of the exposed surface with cement mortor1:3(1cement :3 sand )

Steel work welded in built up sections,trusses & framed work i/c cutting,hoisting & fixing in position & applying a priming coatof red paint :- In grating,framed, guards, bars, ladders, railing,brackets & similar works.

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 foundation and plinth in all leads and lifts.

Suspended floor,roofs,landing & shelves & their support balconies , beams,girders, bressumers & cantilever upto floor level.

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

Providing 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.

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.

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 double flanged Cast Iron sluice valve of 80 mm dia of Kirloskar/Leader make conforming to IS:14846/2000 with up to date amendment as per Class PN-1.0 to withstand in normal seat pressure including in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge.

Water Recycle Pumps (Centrifugal) non clog centrifugal pumps of 10-15 m3/hr capacity for 12-20 m dynamic head.However actual pump combinations will be decided by characteristic curve supplied by the manufacturer which also ensures tripping period of each pump is not less than 5 minutes, KSB,Kirloskar, Mather & Platt, Jyoti.

Sluice Valves and NRVs, Bends, 100mm, 150 mm,200mm, Kirloskar, IVC, KSB, Upadhya (Calcutta)Fouress

Sludge dewatering system (screw press)with all necessary arrangements with 3m3/hr capacity

Control panel, L&T Components

Cable, RR/Havells