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| 1 | Schedule \"A\" Part -I (Demolition of Building)Demolition of two water tank of 9.65m height with RCC Roofs, floors (other than ground floor), Beams, Staircases, Landing, Chajjas and similar suspended work etc including temporary shoring / scaffolding. Demolished material shall be contractor property shall be removed outside MoD land all as specified and directed.Note:- (i)Removal of material to be done on daily basis after demolition.(ii) Mechanical Hammer or any other equipments shall be used for demolition as directed by Engineer-in-charge.(iii) Removing of debris shall be deposited where directed at a distance not exceeding 5 Km and outside of MoD.(iv) Necessary precaution shall be taken to avoid any damage to nearby bldg and if any damage occured is to be rectified by the contractor without extra cost.(v) Hassian/ Net Cloth shall be used for avoiding spreading of debris / dust while demolition to surrounding area. |
| 2 | Schedule \"A\" Part -II (Repair to Drainage)Demolition of cement Concrete (unreinforced) in ground floors and pavings not exceeding 15 cm thickness including floor finishing complete all as specified and directed. |
| 3 | Demolition of Brickwork, stone / boulder masonry built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed. |
| 4 | Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for such as RCC post, manholes, landings etc (reinforcement to be cut as required to facilitate demolition and removing debris to distance not exceeding 50m all as specified and directed. |
| 5 | Plain cement concrete 1:4:8 type D2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concreting, complete all as specified and directed. |
| 6 | Reinforced cement concrete 1:2:4 type B1 (nominal mix) using 20mm graded stone aggregate for Slab supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed. |
| 7 | Precast cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate as in landings, cover slab (for manholes etc) and similar work including necessary form work and set in cement mortar 1:6 complete all as specified and directed. Note :- Reinforcement shall be measured and paid separately. |
| 8 | Use and waste of steel formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillaster, buttresses etc, vertical or batter for fair finished surface of concrete flat complete all as specified and directed. |
| 9 | Brick work with sub class ‘B’ bricks, straight or curved on plan exceeding 6 mtr mean radius built in cement mortar (1:4) all as specified and directed. |
| 10 | Pre-cast cement concrete block masnory with solid block exceeding 10cm in width and setting in cement mortar 1:6 type C1 1:3:6 using 20mm graded stone aggregate complete all as specified and directed |
| 11 | Stone walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 and pointing the dressed surface with same mortar as the work proceeds all as specified and directed. |
| 12 | Extra over stone walling for Granite or Trap stone for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought up to courses with maximum depression on face from straight edge held against the dressed surface not exceeding 40mm all as specified and directed. |
| 13 | Keyed pointing to random or polygonal rubble masonry uncoursed or brought upto courses in cement mortar (1:4) all as specified and as directed. |
| 14 | Mild steel TMT bars 10mm dia and over grade Fe 500/ Fe 500 D 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 all as specified and directed. |
| 15 | Steel reinforcement for concrete with Mild steel TMT bars Fe 500/ Fe 500 D 6mm dia and over cut and upto and including 10mm dia stirrups, spacers and binders, cut to length, bent to shape required, incl cranking, bending spirally for hooping for columns, hooking ends and binding with and incl mild steel wire (annealed) not less than 0.90mm dia or securing with clips all as specified and directed. |
| 16 | Taking down cement or cement lime plaster, any description 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. |
| 17 | Rendering 15mm thick in cement mortar 1:6 on fair faces of brick work or PCC block masonry work or concrete surfaces, finished even and smooth without using extra cement all as specified and directed |
| 18 | PCC 1:2:4, type B-1 using 20 mm graded stone aggregate as in coping, benching, bed block, lintel band, plinth courses,etc and similar work including necessary form work and weathering, slightly rounded or chamfered angles and throating complete all as specified and directed. |
| 19 | Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 Sq m on plan and not exceeding 1.5 m in depth and getting out in hard/ dense soil completeall as specified and directed. |
| 20 | Returning, filling in including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick each, layer complete all as specified and directed |
| 21 | Removing of excavated soil/ materialnot exceeding 50m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed. |
| 22 | PCC 1:3:6 type C2 using 40mm graded stone aggregate in surface channel & drain etc for maintining slope and free flow of water including cleaning of drain required form work complete all as specified and directed. |
| 23 | 75mm thick plain Cement concrete, 1:3:6, type C-1 using 20 mm graded stone aggregate as in plinth protection and hard standing finish even and fair complete all as specified and directed. |
| 24 | Site cleaning by removing of bushes, shurbs and vegetation and making the surface clean face by removing the waste to a distance excluding 50mtr and not exceeding 250mtr and deposited where directed all as specified and directed. |
| 25 | 75mm thick PCC (1:4:8) type D2 using 40mm graded stone aggregate as in sub base floor and finished even and fair complete all as specified and directed. |
| 26 | Machine Pressed precast concrete interlocking paver block any shape and size conforming to IS- 15658 - 2006 of 60 mm thickness M-35 Grade with grey cement and pigment including 50mm thick sand bed complete all as specified and directed. |
| 27 | Demolition and breaking up drain pipe (salt glazed ware, AC or reinforced concrete) set in cement mortor for 300 mm internal dia of pipe complete all as specified and directed. |
| 28 | Reinforced Concrete pipes class NP-2 laid in trenches and jointed complete with collars of 300mm dia all as specified and directed. |
| 29 | Cement concrete bed to drain pipes including packing under and haunching againstthe sides of pipe after they are laid for 300 mm bore of pipe withcement concrete 1:3:6 type C-2 using 40mm graded stone aggregatecomplete all as specified and directed. |
| 30 | Dismantling of Wrought Iron or Mild steel work of any description not otherwise provided for complete all as specified and directed. |
| 31 | Mild Steel 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. |
| 32 | Preparation of new or untreated steel surfaces of any description not otherwise described over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer all as specified and directed. |
