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| 1 | Demolition of brick work or stone boulder masonry, built in cement mortor including all quoins, arches, pillars etc.,and removal of rubbish from site complete all as specified and directed. |
| 2 | Demolition of cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and as directed. |
| 3 | Demolition of cement concrete reinforced of any description and in any position not otherwise specifically provided for complete all as specified and as directed. |
| 4 | Taking down cementplaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc. complete all as specified and as directed. |
| 5 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and as directed. |
| 6 | Excavation in trenches n.exc 1.50 m wide and n.exc 1.50m in depth in foundation in any type of soil and getting outcomplete all as specified and as directed. |
| 7 | M&L for plain cement concrete 1:4:8 type D2 (using 40mm graded crushed stone aggregate) as in foundations, filling and mass concretecomplete all as specified and as directed. |
| 8 | Brick work with sub class ‘B’ bricks straight or curved on plan exc 6 m mean radius built in cm 1:4 complete all as specified and as directed. |
| 9 | All as per serial item no 8.00 here in before but except bricks complete all as specified and as directed.NOTE: Old bricks retrived during demolition shall be used. |
| 10 | M&L for 15 mm thick cement plaster on the fair face of brick or concrete surface in cement mortar 1:4 finished even and smooth without using extra cement, all as specified and directed by the Engr-in-charge. |
| 11 | M&L for 15 mm thick cement plaster on other thanfair face of brick or concrete surface in cement mortar 1:4 finished even and smooth without using extra cement, all as specified and directed by the Engr-in-charge. |
| 12 | Preparation of newly plastered surfaces of wall or concrete surfaces and applying two coats of cement base paint over a coat of alkali resistant priming paint complete all as specified and as directed. |
| 13 | M&L forProviding plain cement concrete 1:2:4 type B-1 (Using 20 mm graded crushed stone aggregate) as in coping,etc including necessary formwork as required complete all as specified and as directed. |
| 14 | M&L for reinforced cement concrete M-25 Grade (Design Mix) as in foundations including rafts, footings, foundation beams, plinth beams, bases for columns etc, basement slabs, under-reamed piles and mass concrete, complete all as specified and directed. |
| 15 | M&L for reinforced cement concrete M-25 Grade (Design Mix) as in columns, posts piers and struts, complete all as specified and directed. |
| 16 | Use and waste of formwork to rough finished concrete surfaces of 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 directed. |
| 17 | Use and waste of formwork to rough finished concrete surfaces of sides of columns, complete all as specified and directed. |
| 18 | Use and waste of formwork to rough finished concrete faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc. vertical or to batter, complete all as specified and directed. |
| 19 | M&L for reinforced cement concrete M-25 Grade (Design Mix) as in walls, retaining walls, basement walls, ballast walls and the like, any thickness above top of footings including attached pilasters and buttresses, complete all as specified and directed. |
| 20 | M&L for reinforced cement concrete M-25 Grade (Design Mix) as in beams and lintels over 1.50 m span complete all as specified and directed. |
| 21 | Use and waste of formwork to rough finished concrete surfaces to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs etc. also splays between floors and beams etc, complete all as specified and directed. |
| 22 | TMT Mild steel 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 and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and directed. |
| 23 | TMT Mild steel bars 6-8mm dia and over, cut to length, bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and directed. |
| 24 | Forming square grooves in plaster n.exc 12 mm deep and n.exc 15 mm on face of internal and external surfaces complete all as spseified and as directed. |
| 25 | Returning, filling in trenches, including spreading, levelling, watering and well ramming in layers not exc 25 cm in any type of soilcomplete all as specified and as directed by Engr-in-Charge. |
| 26 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point all as specified and as directed. |
| 27 | Mild steel work such as angle iron post, flat iron in fencing including cutting as making double swan neck i.e \"Y\" shaped including welding with proper overlapping & welding MS plate with angle iron bottom as directed drilling holes notching for wire etc embeed in concrete fixed vertically conforming to Fe-290 Gde E-165 complete all as specified and as directed. |
| 28 | Mild steel framed work such as grills, gratings, coller stand, etc. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framedbalusters; walk ways; railings; framework of water tanks and similar work including welding con- forming to Fe.290.Gde-E-165 complete all as specified and as directed. |
| 29 | S&F concertina coil punched type (including spike and handle) with 50/51 turns and dia 450/600mm, having a 2.6mm dia core wire of high carbon spring steel of high tensile strength. The punched tape and core wire are electro galvanized to provide protection against out door exposure. The punched tape is mechanically crimped over the cover wire and then formed into a coil at various parts of the periphery of the coil. Steel clips connect the individual turns of the coil to each other so that it opens up like an accordion. The weight of each coil will be 9 Kgs (+/-5%) without packing material and coil length wound with bituminous hession cloth of providing protective coatings, complete all as specified and directed |
| 30 | S&F in replacement galvanised 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails, straining bolts, including securing or tying at crossings with provision of galvanised mild steel wire, staples or steel pins etc., complete all as specified and directed.Note: Each line wire to be measured. |
| 31 | Restraining, resecuring including making good galvanised 2 strand, steel barbed wire of 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 including galvanised mild steel wire, staples or steel pins etc, complete all as specified and directed.Note: Each line wire to be measured. |
| 32 | Supply and fix 110 mm dia PVC pipe (SWR) as in weep holes complete all as specified and as directed. |
| 33 | M&L preparation of new steel surfaces of any description over 10 cm in width or girth not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all specified and as directed. |
| 34 | S&F in repair rigid non - metalic PVC casing caping of 25/12mm inclusive of all elbow, tees,etc complete all as per the direction of Engr-in-Charge. |
