PROVIDING SEWERAGE SCHEME TO REWALSAR TOWN

Amount

Excavation in foundation and trenches etc. (including pipes and pits upto all depths) in all kinds of soil such as pick work, jumper work, blasting and chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming and dressing of sides, levelling of bed to correct grade stacking the excavated soil clear from the edge of excavation and returning the excavated soil after laying, jointing and testing of GI pipes in trenches in 15cm layers including consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting and trimming dressing where ever required including restoration of un-metalled /metalled/paved surface to its original condition including cost of diversion for traffic night signals fixing caution board, crossing over trenches for access to houses and fencing etc. complete in all respect.

Laying,jointing and testing in trenches centrifugally cast (spun) Ductile Iron pressure pipes for water, gas and sewage with socket and spigot ends conforming to IS-8329-2000 and latest with upto date amendments in length of 5 to 6.00 mtrs. class K7 suitable for push on joint (rubber gasket D-jointing) including short pieces, collars with cement mortar lining in side the pipes with outside zinc coating as per IS-8329-2000. (Earth work in trenches to be measured and paid for separately) as per the deriction and statisfaction of Engineer-in- Charge

150 mm diameter K7

200 mm diameter K7

250 mm diameter K7

300 mm diameter K7

Providing and Laying Ductile iron pipes Y Connection class K7 and fittings including testing of jointed and fixing with S.B.R tyton push on joint conforming to IS-12820-1989 latest with uptodate ammendments. 150mm dia

Providing and Laying Ductile iron pipes Plugs class K7 and fittings including testing of jointed and fixing with S.B.R tyton push on joint conforming to IS-12820-1989 latest with uptodate ammendments. 150mm dia

Providing RCC Spun vent shaft with cowl 140 mm and 200 mm internal and external diameter respectively and top 300 mm and 450 mm inter and external diameter.

Manufacturing Supplying and fixing of 1000 Ltrs capacity ( having size 1.00X1.00 X1.00 Mtrs MS flushing tank making with MS sheet 3.15 thick cost including inlets and out let flanged pipes with sluice valve and flushing pipe. The cost of tank should be including all cutting, welding, carriage and asembling etc. complete with

Providing and laying cement concrete 1:3:6 ( 1cement: 3 sand: 6 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth including carriage of merial within all lead / lift as per the deriction and statisfaction of Engineer-in- Charge. .

Providing and laying cement concrete 1:4:8 ( 1cement: 4 sand: 8 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth including carriage of merial within all lead / lift as per the deriction and statisfaction of Engineer-in- Charge. .

Providing and laying RCC work 1:1.5:3 (1 cement : 1.5 Sand :3 graded stone aggregate 20 mm nominal size )and curing complete excluding the cost of form work and reinforcement including al leads and lifts as per the deriction and statisfaction of Engineer-in- Charge:- in:-

Fondation and plinth

Walls (any thickness but ot less than 0.1 mtr thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level.

Suspended floors, roofs,landings and shelves and their supports, balconies, beams, girders, bressumers and cantilivers up to floor two level.

Providing and laying cement concrete 1:2:4 ( 1cement:2 sand: 4graded stone aggregate 40 mm nominal size )and curing complete excluding the cost of form work and reinforcement including carriage of merial within all lead / lift as per the deriction and statisfaction of Engineer-in- Charge.

Foundation ,footings bases of columns and the like mass concrete in all leads and lifts

Colums Pillers post and strut

Providing form work form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centering ,shuttering, propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for-in-situ reinforced concrete and plaiin concrete work including carriage of merial within all lead / lift as per the deriction and statisfaction of Engineer-in- Charge

Vertical surface such as walls(any thickness) partitions and the like including attached pillasters, butteresses, plinth and string courses and the like.

Flat surfaces such as soffits of suspended floors roofs landings and the like floors etc. up to 200 mm in thickness.

Edges of slab and breaks in floors and walls under 20 cm wide.

Foundation ,footings bases of columns and the like mass concrete in all leads and lifts

Colums Pillers post and strut

Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete up to floor two level including carriage of merial within all lead / lift as per the deriction and statisfaction of Engineer-in- Charge.

Providing 200mm wide cast iron rungs with chequered or ribbed non slip surface including fixing in RCC manholes in all leads and lifts.

Providing and fixing of SFRC manhole cover with frame confirming to IS: 12592 (Part-II) 1991 with latest amendments of different grades, discription and opening of frame medium duty circular type dia 560mm dia as per requirement in all leads and lifts.

Heavy Duty

Medium Duty

Thakur Constructions