Name of Work:- Repair to Storm Water Drain, Culverts, Hard Standings and Approaches etc at certain Md/ OTM accn at INS Valsura, Jamnagar | Sl. No. | Item Description | |
| 1 | Taking down cement plaster of any description on PCC/stone surface/brick surfaces including raking out joints, hacking for key scrubbing down with water etc and removal of entire debris as ordered outside MoD land complete all as specified and as directed. | | 2 | Demolition of brickwork/PCC block or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc and removal of entire debris as ordered outside MoD land complete all as specified and as directed. | | 3 | Demolition of cement concrete (un-reinforced) of any description and in any position not otherwise specifically provided for in this Schedule and removal of entire debris as ordered outside MoD land complete all as specified & as directed. | | 4 | Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for (reinforcement cut as required to faciliate demolition) including removal of entire debris as ordered outside MoD land complete all as specified and as directed. | | 5 | Dismantling of wrought iron or mild steel work of any description and from any position not otherwise provided for in this Schedule (BOQ), complete all as specified and as directed. | | 6 | Dismantling of stone slabs and tiles of any description or thickness in floors, aprons etc laid bedded and pointed in any mortar, including removal of entire debris as ordered outside MoD land complete all as directed. | | 7 | Demolition and breaking up drain pipes (Salt glazed stone ware, AC or Reinforced concrete) of 300 mm internal dia set in cement mortar including bedding and haunching complete all as specified and as directed | | 8 | All same as per serial item No. 7 here-in-above, but 450 mm bore. | | 9 | Excavating in trenches, not exc 1.5 metre wide and not exc 1.5 metre in depth, for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. laying cables, pipes, etc. not exc 10 Sqm on plan & not exc 1.5m in depth and getting out in soft/ loose soil complete all as specified and as directed. | | 10 | Returning, filling in trenches, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick in soil complete all as specified and directed. | | 11 | Removing excavated surplus soil to a distance exceeding 250m but not exceeding 500m and depositing where directed complete all as specified and as directed. | | 12 | M&L for PCC 1:4:8 type D2 (using 40 mm graded crushed stone aggregate) as in foundations, filling and mass concrete complete all as specified and as directed. | | 13 | M&L for cement concrete 1:2:4 type B1, using 20mm graded crushed stone aggregate as in lintels upto 1.5m clear span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, roof kerbs, mud stops, coved fillets and the like including weathering, slightly rounded, chamfered angle and throating as directed including use and waste of form work (straight or curved) all exposed surface of concrete finished fair complete all as specified & as directed. | | 14 | M&L for factory made pre cast cement concrete 1:3:6 type C1 (using 20 mm graded crushed stone aggregate) block masonry with solid blocks, exceeding 10 cm in width and setting in cement mortar 1:6 complete all as specified & as directed. | | 15 | M&L for precast RCC 1:2:4 type B1 using 20mm graded crushed stone aggregate as in landings, cover slabs (for man holes, drains etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces including placing in position and set in CM (1:4) complete all as specified & as directed.Note :- Reinforcement shall be measured and paid for separately under respective item of this Schedule. | | 16 | M&L for reinforced cement concrete 1:1½:3, type A1, Nominal mix (using 20mm graded crushed stone aggregate) in foundations including rafts, footings, foundation beams, bases for columns, mass concrete and the like complete all as specified & as directed.Note :- Reinforcement & formwork shall be measured and paid for separately. | | 17 | M&L for reinforced cement concrete 1:1½:3, type A1, Nominal mix (using 20mm graded crushed stone aggregate) in columns, pillars, piers, posts, struts and the like complete all as specified & as directed.Note :- Reinforcement & formwork shall be measured and paid for separately. | | 18 | Extra for forming fair finished drain or channel upto 60 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred, stopped, ends etc complete all as specified & as directed. | | 19 | 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 for rough finished flat surfaces of concrete complete all as specified & as directed. | | 20 | Formwork to sides of pillars, posts, struts, piers, columns and stanchions, square, rectangular or polygonal for rough finished flat surfaces of concrete complete all as specified & as directed. | | 21 | S&F mild steel framed work such as grills, gratings, etc with ends of bars shouldered and/or riveted, or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters, framed signed boards, walk ways, railings, framework of water tanks and similar work including welding conforming to Fe.290 (Gde E-165), complete all as specified & as directed. | | 22 | M&L for mild steel TMT bars 10 mm dia and over cut to length, bent to shape required, including cranking, bending spirally or hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia complete all as specified & as directed. | | 23 | All as per serial item No. 22 here-in-before but 6 to 10 mm dia in stirrups, spacers and binders. | | 24 | S&F rolled mild steel in framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc. complete, drilled for fixing of steel sheeting or other covering. Doors etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging, also fastening and fixing complete conforming to Fe 290 (Gde E-165) complete all as specified and as directed. | | 25 | M&L for 100 mm thick PCC 1:2:4, type B2 (using 40 mm graded crushed stone aggregate) as in sub-floors, sub-bases, floors and pavings, etc finished fair and even complete all as specified & as directed. | | 26 | M&L for 75mm thick PCC 1:3:6, type C2 (using 40 mm graded crushed stone aggregate) as in sub-floors, sub-bases, floors and pavings, etc finished fair and even complete all as specified & as directed. Please Enable Macros to View BoQ information | | 27 | M&L for 75mm thick PCC 1:3:6, type C2 (using 40 mm graded crushed stone aggregate) as in sub-floors, sub-bases, floors and pavings, etc finished fair and even complete all as specified & as directed. Please Enable Macros to View BoQ information |
|