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| 1 | Demolition of PCC in plinth protection and hard standing in ground floors & pavings n.exc 15cm thickness (below or above ground level) (unreinforced) wihtout disturbing the existing structure/ services on ground and removal of demolished material out side defence land complete all as specified and directed. |
| 2 | M&L for 100mm thick Plain Cement Concrete 1:4:8 type D2 (using 40 mm graded crushed stone aggregte) as in sub base or mass concreting complete all as specified and directed. |
| 3 | M&L for 75 mm thick Plain Cement Concrete 1:2:4 type B2 (using 40 mm graded crushed stone aggregte) as in sub base or mass concreting complete all as specified and directed. |
| 4 | M&L for high strength epoxy concrete (FOSROC - Expocrete EC) filling for area prepared by cutting manualy or mechanicaly/cleaning/drying by blower, epoxy concrete prepared by mixing of prepacked Expocrete EC having base (B), Hardner (H), fine filler (FF) with 6 - 10mm graded stone aggregate (CA) at site in the specified proportion by weight (B : H : FF : CA - 4.537 : 2.145 : 20.818 : 30) as per manufacturer's instructions. The epoxy concrete shall be applied to prepared and primed surface within 30 minutes of mixing, finished with a steel trowel to fair and even surface complete all as specified and directed. |
| 5 | Preparation of old treated horizontal concrete or bituminous roads, pavments surfaces exceeding 10cm width or girth with wire brushes etc. and painting lines, dashes, strips, circles and other markings with one coat of water thinable/ matt finished road marking paint white/ orange/ yellow/ black or any other colour as approved by GE complete all as specified and directed. Note : Runway paint to be carried out on the same surface at a interval of 03 to 04 month/ as and when required by user. |
| 6 | M&L for preparing bituminous surfaces of road and marking 1.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed. |
| 7 | M&L for racking of joint/removing old sealing compound, dirt from construction/dummy joint 10mm wide and 28 mm deep, cleaning the joint sides properly by mechanical means with diamond cutter, filling the joint with closed cell ,medium density cross linked polyethene foam backup rod of 12 mm dia and applying bond breaker tape on top of backup rod for complete width of the joints priming top with specified primer suitable for polyurathene sealing compound and filling polyurathene sealent including using marking tape on edges of joints to avoid accidental spillage of sealent on top surface of pavements complete all as specified and directed. |
| 8 | M&L for racking of joint/removing old sealing compound, dirt from expansion joint 20mm wide and 40 mm deep, cleaning the joint sides properly by mechanical means with diamond cutter, filling the joint with closed cell, medium density cross linked polyethene foam backup rod of 25 mm dia and applying bond breaker tape on top of backup rod for complete width of the joints priming top with specified primer suitable for polyurathene sealing compound and filling polyurathene sealent including using masking tape on edges of joints to avoid accidental spillage of sealent on top of surface of pavements complete all as specified and directed. |
| 9 | M&L for provn of 600mm dia punched tape concertina coil fixed in repairs complete all as specified and directed. |
| 10 | M&L for providing Plain Cement Concrete 1:2:4 type B1 (using 40mm graded stone aggregate) as in benching of surface channels and drains complete all as specified and directed. |
| 11 | M & L for continuous brick edging with old sized bricks with width equal to the length of the brick, of well burnt bricks, laid dry on edge and pointed in cement mortar 1:6 for drains or in any other situation and without any sand cushioning etc including taking down old u/s bricks complete all as specified and directed. |
| 12 | M&L for brick work with using sub class 'B' old size bricks, laid flat on sloped sides of drains or in any other situation pointed in cement mortar 1:6 without any bedding surface and flush pointing including taking down old bricks complete all as specified and directed. |
| 13 | Extra for forming fair finished drain or channel upto 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped end etc complete all as specified and directed. |
| 14 | Demolition of cement concrete reinforced (reinfocement cut as required to facilitate demolition) of any description or any position not otherwise specifically provided for complete all as specified and directed. |
| 15 | M&L for precast reinforced cement concrete 1:2:4 type B-1 as in landings, cover slabs (for manholes/ drain etc) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces set un cement mortar 1:6 including necessary formwork complete all as specified and directed. |
| 16 | M&L for Mild steel deformed or twisted bars (TMT) 8 mm dia and over, cut to length, bent to shape required, hooking ends and binding with including mild steel wire(annealed) not less than 0.90 mm dia or higher complete all as specified and directed. |
| 17 | M&L for Lifting of RCC drain cover and cleaning of existing runway drains of width n. exc 750mm and average depth n. exc 1.00 mtr by removal of silt , sludge etc from drain bed to ensure free flow of strom water and placing of drain cover on its existing position after cleaning and disposal of silt, sludge etc from drain bed complete all as specified and directed. Note : Drain cleaning will be carried out at a interval of 03 to 04 month/ as and when required by user. |
| 18 | M&L for cleaning of existing drains of width exc 0.75 mtr and n.exc 2.5 mtrs and average depth n. exc 1.20 mtr by removal of silt , sludge etc from drain bed to ensure free flow of strom water and placing of drain cover on its existing position after cleaning and disposal of silt, sludge etc from drain bed complete all as specified and directed. Note : Drain cleaning will be carried out at a interval of 03 to 04 month/ as and when required by user. |
| 19 | Demolition of brick work built in cement mortar complete all as specified and directed. |
| 20 | M&L for brick work with subclass 'B' bricks straight or curved on plan exc 6m mean radius built in cement mortar 1:6 complete all as specified and directed. |
| 21 | M&L for rendering 15 mm thick in cement mortar 1:4 on brick or concrete surfaces and finished the surfaces even and fair complete all as specified and directed. Material and labour laying well burnt old size bricks, straight or curved on plan , laid flat with width equal to length of brick , laid dry over electric cable for protection all as specified. Please Enable Macros to View BoQ information |
