Construction of 1.00 lac Gallon Sump cum Pump House for Lift Station of upper Brein. Under languishing Project

Amount

Earth work in excavation by mechanical means (Hydralic excavator) over areas ( exceeding 30 cm in depth, 1.5 M in width as well as 10 sqm on plan) including disposal of excavated earth , lead up to 50 M and lift up to 1.50 Mtr, disposed earth to be leveled and neatly dressed: (All kinds of soil).

Ordinary rock

Providing/ laying of stone soling hand packed in trenches. (Nallah)

Providing & laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work up to plinth level. 1:4:8 mix(1 cement : 4 coarse sand: 8 graded stone agg. 40mm nominal bore.(crushed)

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

Reinforcement cement concrete in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and sturts etc. up to floor five level excluding cost of shuttering, finishing and reinforcement. 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded crushed stone agg. (20mm nominal size) (crushed)

Reinforced cement concrete work in beams, suspended floor, roofs having slope up to 150 landing, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral stair cases up to floor five level excluding the cost of centring, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)

Centering & shuttering including strutting, propping etc. & removal of form work: Foundations, footings, bases of columns, etc

Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

Suspended floors, roofs, landings, balconies and access platform.

Lintels, beams, plinth beams, girders, bresumers and cantilevers.

Columns, pillars, piers, abutments, posts and Struts

Reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete. (TMT bars)

Brick work with F.P.S bricks of class designation 75 in foundation & plinth including extra for brick work in super structure upto floor five level (1:4) 1 cement: 4 fine sand.

Extra for Brick work in super structure above plinth level up to floor v level (by manual means)

Providing and fixing of aluminium work for doors and partitions with extruded built up standard tabular section/appropriate z-sections and other section of approved make confirming to IS-733 & IS-1285, fixed with dash fastener of required dia and size including necessary filling up to gaps at junctions i.e at top, bottom and sides with required EPDM rubber/neoprene gasket felt etc. Aluminium section shall be smooth, rust free, straight, mitred and jointed mechanically wherever required included cleat angle, Aluminium snap beading for glazing/paneling, C.P brass/stainless steel screws, all complete as per architectural drawings and the direction of Engineer In charge. (glazing, paneling and dash fasteners to be paid for separately) Anodized aluminium (anidized trasparent or dyed to required shade according to IS: 1868 minumum anodic coating of grade AC 15)

Providing and fixing of 12mm thick prelaminated particle boardflat pressed three layer or graded wood particle board (confirming to IS: 12823 Grade-I type-II) in paneling fixed in aluminium doors, windows shutters and partition frames with C.P brass/stainless steel screws etc. complete as per architectural drawings and directions of engineer incharge. Pre-laminated particleboard with decorative lamination on both sides.

Providing and fixing of glazing in aluminium door, windows, ventilator shutters and partitions etc with EPDM rubber/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer in-charges. (cost of aluminium snap beading shall be paid in basic item.) With floating glass panes of 4.0 mm thickness (weight not less than 10 kg/sqm)

Supply and fixing rolling shutters of approved make made of requires size M.S Laths interlocked together through their entire length and jointed together at the end by end locks mounted on speedy designed pipe shaft with brackets side guides and arrangements for inside and out side locking with push and pull operation compete including cost of providing and fixing necessary 27.5cm long wire springs manufacture from high tensile steel wire of adequate strength confirming to IS 4454 part 1 and M.S top cover of required thickness for rolling shutters. (80x1.25 mm M.S laths with 1.25 mm thick top cover)

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. Layer not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead up to 50m and lift up to 1.5m.

12mm cement plaster of mix 1:4 (1 cement: 4 fine sand).

15mm cement plaster on the rough side of single or half brick of mix: 1:4 (1 cement: 4 coarse sand).

6mm cement plaster to ceiling of mix 1:3 (1 cement : 3 fine sand)

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade (Two or more coats on new work).

Structural steel work welded in built up sections, trusses & framed work, including cutting, hoisting, fixing in position & applying a printing coat of approved steel primer all complete.

Providing and fixing of high rib galvanized sheet roofing on the steel truss by drilling the holes for bolts complete in all respects including carriage of sheets up to the site of work. The work is to be carried out as per the directions of engineer incharges.

Carriages of materials by mechanical transport from various sources up to site of work including loading, unloading and stacking complete. Cement, steel & Structrual steel from Div.store for an Avg. lead of 15 Kms

Sand, stone Agg. for Avg. lead of 25Km

Bricks from Budgam for an Avg lead of 20Km.

Soling from Athwajan for an Avg. lead of 20 Km.

M/S DAR CONSTRUCTIONS

M/S GULZAR AND SONS