Remodelling of sewer line of various departments

Amount

Earth work in excavation in all kinds of soil in bulk evacuation and foundation trenches pits including stacking soil neatly away from the edges, filling back by the sides of foundations and in plinth & retaining walls in 150mm thick layers, ramming, watering and consolidation complete including disposal of Surplus earth outside University Campus.

Providing and laying in position cement concrete of specified grade including the cost of centring and shuttering- All work upto plinth level. 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 20mm nominal size)

Providing and laying in position cement concrete of specified grade including the cost of centring and shuttering- All work upto plinth level. 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 40mm nominal size)

Providing and laying in position specified grade of reinforced cement concrete including the cost of centering. shuttering, finishing but excluding cost of reinforcement-All work upto plinth level. 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).

Providing and laying cement concrete 1:2:4 (1 cement : 2 sand : 4 graded crushed stone aggregate12.5/20 mm nominal size) including cost of centering, shuttering and finishing etc. complete. All work upto plinth level

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position including binding with binding wire etc. complete.Thermo-Mechanically Treated bars.

Brick work with common burnt clay F.P.S.bricks of class designation 75 in foundation and plinth in Cement mortar 1 :4 ( 1 cement : 4 coarse sand)

Half brick masonry with bricks of class designation 75 in foundations and plinth in : Cement mortar 1:3 ( 1 cement: 3 coarse sand)

50mm thick Cement concrete flooring 1:2:4 ( 1 cement: 2 coarse sand . : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement including cement slurry.

Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement: 3 fine sand) as per standard design : In 75x75 mm deep chase

15mm Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough/fair side of single or half brick wall

Providing and fixing on wall face unplasticised - Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion (Make Supreme/Prince/Finolex) Single socketed pipes 110 mm diameter

-------do------ Single socketed pipes 150 mm diameter

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand) R.C.C. top slab with 1 :2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement: 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finsihed with a floating coat of neat cement complete as per standard design. Inside size 90x80 em and 60 cm deep including C.l. cover with frame (light duty) 455x61 0 mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) With F.P.S. bricks with class designation 75 & with Crushed stone aggregate.

Extra for depth for manholes Size 90x80cm With F.P.S. bricks with class designation 75

Providing M.S. foot rests including fixing in manholes with 20x20x1 Ocm cement concrete blocks 1:3:6 (1 cement: 3 sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : With 20x20 mm square bar

Supplying and fixing C.l. cover without frame for manholes: 455x610mm rectangular C. I. cover (light duty) the weight of the cover to be not less than 23 kg.

Making soak pit 2.5 m diameter 3.0 metre deep with 45x45Cm dry brick honey comb shaft with bricks of class designation 75 and filled with birckbats and connected PVC drain pipe 100 mm diameter, 1.8 m long complete as per standard design. With F.P.S. bricks

Providing and laying cement concrete 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) alround S.W. pipes including bed concrete as per standard design. 110 mm diameterPVC pipe Crushed.

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 em in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil .Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia

Making Plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand complete.

Supply of labour for different works Mazdoor

M/S SANJEEV KUMAR

M/S NISAR AND CO.