Construction of road by way of laying of Crates, 0.60 Mtr Span RCC culverts, Drain and Retaining Wall from Jogian Mohalla to Balole Bridge at Dharap, R.S.Pura (Part-B)

Amount

Hand packed stone filling in Gabbion Crates of size (6.0x1.20x1.20 Mtrs) including cost of stones, Gabbion Crates.

Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m in all kinds of soil.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size).

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills,fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size).

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Cold twisted bars.

Centering and shuttering including strutting, propping etc. and removal of form work for :-

Foundations, footings, bases for columns.

Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc.

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

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

Edges of slabs and breaks in floors and walls above 20 cm wide.

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

Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate.

Dewatering/pumping out water caused by spring tidal or river/nallah seepage/broken water rains or drains and the like including the making of diversion for the movement of traffic during execution of the work. Lum Sum Rs. 0.20 Lac/- The amount shall be restricted and payable only after completion of the earthwork, concrete work and movement of free traffic duly certified by the A.E.E concerned.

Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete.

Stone agg. / Sand for an avg. lead of 15 Kms.

Stone for an avg. lead of 15 Kms.

yash pal singh

Ravinder Manhas

M/S SURJEET SINGH MANHAS