MLALAD Works in NCT of Delhi

Amount

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)

Brick work with cement brick of C&D waste product F.P.S. (non modular) bricks of class designation 10 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand)

Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size).

12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand)

Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sqm)

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.

Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)

Supply of earth, carted by mechanical transport including royality, loading, unloading and banking excavated earth in layers not exceeding 20 cm in depth breaking clods, rolling each layer with 1/2 tonne roller or wooden or steel rammers and dressing up in embankment for road, flood banks, marginal banks and guide banks or filling up ground drpression with 5 Km. lead and all lift complete. (earth measured in stacks will be reduced by 20% for payment).

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

Washed stone grit plaster on exterior walls height upto 10 metre above ground level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand ), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15 mm cement plaster 1:1/ 2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10 mm nominal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings ,complete as per specification and direction of Engineer-in- charge (payment for providing grooves shall be made separately).

Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge :15 mm wide and 15 mm deep groove.

Supplying and fixing chair bench manufacturedc by the agency "KONKRETE PRODUCTS CO." by using reinforced RMC of M-30 grade using vibro compaction process with back rest in decorative finish consisting of 2 number L-shapebase support in grey cement color (100 mm thick, 1000 mm back height, 450 mm front height, 620 mm base width) and 5 number reinforced cement concrete planks in terrazo finish of size 1500mm x 100mm x 50mm and 1 number of reinforced cement concrete plank in terrazo finish of size 1500mm x 200mm x 50mm having overall dimensions 1500mm seating length, 450 mm seating height and 100 mm total height. All parts are joined together galvanized nuts & bolts of suitable size and all bolts are sealed after assembly. All as per approved make, design and pattern including loading, carriage, unloading, stacking, placing at positiion and fixing at site with all leads.

Muneem Khan

chetram bairwa

RAKESH SHARMA

P. K CONSTRUCTION AND COMPANY

JAGDAMBA ASSOCIATES

NAHARIA CONSTRUCTION CO.

Sunrise Enterprises