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| 1 | Taking down cement or cement lime plaster from brick wall etc including racking out joints, hacking for key & scrubbing down with water etc complete all as specified and directed by Engineer-in-Charge |
| 2 | Material and labour for rendering 15mm thick in cement mortar (1:4) on otherthan fair faces of Brick walls or concrete surfaces, finished even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge. |
| 3 | Material and labour for preparing new plastered surfaces of walls and applying two coats of cement base paint on plastered surfaces, complete all as specified and directed. |
| 4 | Excavation in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth for foundations, shafts, wells, cess pits, manholes, for taking out old pipe and laying new pipe line, for laying cable etc. not exceeding 10 Sqm on plan and getting out in soft/loose soil including trimming the sides and forming bottom surfaces to required levels complete all as specified and as directed by Engineer-in-charge. |
| 5 | Material and labour for PCC 1:4:8 type D-2 (using 40mm graded stone aggregate ) in cement concrete in foundations, filling and mass concrete, sub base of floor, complete all as specified and directed. |
| 6 | Demolition of stone or brick masonry built in cement mortar including all quoins, arches etc. but excluding ashlar facing, dressed stone work etc, complete all as specified and directed. |
| 7 | Material and labour for brick work with fly ash bricks, old size, straight or curved on plan exceeding 6 mtr mean radius and built in cement mortar 1:6 complete all as specified and directed. |
| 8 | Returning filling in including spreading leveling, watering and well ramming in layer not exe. 25 cm in soft/ loose soil, complete all as specified and directed. |
| 9 | Removing excavated material to a distance not exc 50m and depositing where directed at a level not exc 1.5 mtr above the starting point, complete all as specified and directed. |
| 10 | Material and labour for 75mm thick PCC 1:3:6 type C1 using 20mm graded crushed stone aggregate as in plinth protection surface finished fair and even, complete all as specified and directed.Note :- Plinth protection shall be of width as directed and shall be laid to slope of 1:30 in alternative bays not exceeding 3 meter in length. Joints of 6 mm wide and 10 mm deep shall be provided along the wall and bays and same shall be filled with bitumen mastic (1:3) including demolition of old existing PCC. |
| 11 | Material and labour for 75mm thick cement concrete ( 1:4:8), type D-2 using 40 mm graded stone aggregate as in sub base, complete all as specified and as directed by Engineer-in-charge. |
| 12 | Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand including dismantling of cement concrete paver block complete all as specified and as directed by Engineer-in-charge. |
| 13 | Material and labour for Chequered cement concrete tiles 20cm x 20cm x 25mm/30cm x 30cm x 20cm thick With grey pigment cement and pigments, set, jointed and pointed in neat cement slurry in floors over 20mm thick screed bed in cement mortar 1:6, including dismantling of chequered cement concrete tiles, complete all as specified and as directed by Engineer-in-charge. |
| 14 | Material and labourn for PCC (1:2:4) type B-1 using 20 mm graded stone aggregate as in cills, benching and similar bands, plinth courses, parapets, coping, bed plates including weathering, slightly rounded or chamfered angles and throating including form work as applicable, complete all as specified and directed. |
| 15 | Demolition of cement concrete (unreinforced) in ground floor and paving not exceeding 15cm thickness below or above ground level of any description and in any position including removing rubbish material from building and thrown in low lying empty area outside of the MOD land, complete all as specified and as directed by Engineer-in-Charge. |
| 16 | Dismantling wrought iron or mild steel work of any description not otherwise provided, complete all as specified and directed. |
| 17 | Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground posts embedded in concrete, brick work, masonry, etc., complete all as specifed and directed by engineer-in-charge. |
| 18 | Material and labour for angle iron posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting etc., and similar work conforming to Fe-290 Gde E-165, complete all as specified and directed by Engineer –in-Charge. |
| 19 | Supply and fixing for mild steel screws bolt (Machine made) with hexagonal or square heads one end screwed, each screwed end have one washer and one nut, dia of shrunk 5mm-10mm and length of bolt exc 5cm and not exc 10cm, complete all as specified and directed. |
| 20 | Supply only Chain link MS galvanisd fencing of size 50mmx50mm, 3 to 4mm thick, any size or type, complete all as specified and directed by Engineer –in-Charge. Note-Weight of chain link fencing shall be assessed by BOO |
| 21 | Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire, complete all as specified and directed by Engineer –in-Charge. |
| 22 | Material and labour for preparation of new steel and iron surfaces of any description not otherwise described over 10cm in width or girth and applying two coats of synthetic enamel paint (1st quality) of approved tint/colour over a coat of red oxide primer complete all as specified and as directed by Engineer-in- charge. |
| 23 | Supply and fixing of galvanised 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mildbsteel wire, staples or steel pins, etc. as directed (each line wire to be measured), complete all as specified and directed by Engineer-in-Charge. |
| 24 | Supply & fixing of Razor type concertina coil SG Hot galvanised spring tensile wire of DTS145 to 150 kg/ Sqm zink coating 250-300 gm/ Sqm and dia of coil when unstreached 600 mm having minimum number of circle 9 per RM hot dia galvanized razor ribbon type of size 0.50 mm thickness 19 mm wide before wrapping on central care wire fixed with G 11.66 mm thick clips and securing nut bolt held Z coil together and extra two row panel wire of 10 gauge complete all specified and directed. |
| 25 | Restraining and re-securing barbed wire fixed in repairs fencing including making good staples etc., complete all as specified and directed by Engr-in-charge. |
| 26 | Dismantling of old barbed wire from posts and removing from site, complete all as specifed and directed by engineer-in-charge. Please Enable Macros to View BoQ information |
