ADDN/ALTN/IMPROVEMENT TO DRAINS AT 7BRD UNDER GE (AF) TUGHLAKABAD

Amount

Excavating over areas not exceeding 1.5 m deep and getting out as in any type of soil complete all as specified and as directed by Engr-in-charge.

Returning filling in soil including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick each layer complete all as specified and as directed by Engr-in-charge.

Removing excavated material/soil outside MD land and deposited outside MD land complete all as specified and as directed by Engr-in-charge.

M&L for PCC (1:4:8) type D-2 using 40mm graded stone aggregate in foundation sub base, filling and mass concrete complete all as specified and as directed by Engr-in-charge.

M&L for RCC type M-25 (design mix) using 20 mm graded stone aggregate as in walls, retaining walls, basement walls and the like, any thickness, above top of footings, including attached pilasters and buttresses for box type of culvert complete all as specified and as directed by Engr-in-charge.

M&L for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams, and similar work, vertical or to batter complete all as specified and as directed by Engr-in-charge.

M&L for Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed by Engr-in-charge.

M&L for mild steel bars 5 mm dia over and upto including 10mm dia a in striupps, spacers and binders and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed by Engr-in-charge.

M&L for RCC type M-25 (design mix) using 20 mm graded stone aggregate as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in the shelves and drain covers casted on site and placed on required location the like complete all as specified and as directed by Engr-in-charge.

M&L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200m thick (Horizontal or sloping) complete all as specified and as directed by Engr-in-charge.

M&L for MS Plates plain or chequered as in sides of drain covers conforming to Fe 410-W (Gde-E-250) quality-A complete all as specified and as directed by Engr-in-charge.

Providing of weep holes in brick masonry/RCC/PCC abutment wing wall/retaining wall with 100 mm dia AC pipe extending through full width of the structure with slope of 1V:20H towards drawing face, complete as per drawing and technical specification and complete all as specified and as directed by Engr-in-charge.

Framed work such as grills, gratings etc., with ends of bars shouldered and/or riveted, or forget into spikes; framed guard bars; barred iron doors; ladders, framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe 290, Gde-E-165 complete all as specified and as directed by Engr-in-charge.

Demolition of Brickwork of stone/boulder masonry, build in cement mortar including all quoins, arches, pillars etc, but excluding ashlars facings, dressed stonework and precast concrete articles complete all as specified and as directed by Engr-in-charge.

M&L for Brickwork with sub class 'B' old size bricks straight or curved on plan exceeding 6 m mean radius built in CM (1:6) and including demolition of old stone / brick work built in cement mortar complete all as specified and as directed by Engr-in-charge.

M&L for rendering 10mm thick on fair faces of brick work or concrete surfaces in CM (1:4) finished even and smooth without using extra cement complete all as specified and as directed by Engr-in-charge.

Providing cement concrete (1:2:4) type B2 using 40mm graded stone aggregate as in surface channels, drains complete all as specified and as directed by Engr-in-charge. Note: Forming fair finished channel shall be measured and paid for separately.

Extra for forming fair finished drain or channel 40cm inner girth in cement concrete using extra cement including forms, moulds, mitred/stopped ends etc. complete all as specified and as directed by Engr-in-charge.

Demolition of cement concrete (Unreinforced) of any description and in any position not otherwise specifically provided for (in roof) complete all as specified and as directed by Engr-in-charge.

M&L for 25mm thick PCC (1:2:4) type B-0 using 12.5mm graded stone aggregate as in sub base to received tiles in floors complete all as specified and as directed by Engr-in-charge.

M&L for 10 to 12 mm thick vitrified unglazed and unpolished, scratch resistant, matt finished coloured tiles (square/rectangular) of size not less than 300mm x 300mm as in chequered parking/hard standing etc including 15 mm thick screed bed in CM (1:4), set, jointed in cement slurry and pointed in white or coloured cement to match the colour/shades of tiles complete all as specified and as directed by Engr-in-charge. (COLOUR and pattern as approved by ACCEPTING OFFICER)

FUTURE ENGINEERING

akenterprises

POOJA ENTERPRISES

The new hut furnitures