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| 1 | Surface excavation n exc 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and directed. |
| 2 | Excavation over areas n exc 1.5m deep and getting in any type of soil complete all as specified and as directed. |
| 3 | Excavation over areas exc 1.5 m but n.exc 3 m in depth and getting in any type of soil complete all as specified and as directed. |
| 4 | Excavation in trenches n.exc 1.5 m wide and n.exc 1.5 m in depth, for foundation etc or for shafts, wells, manholes, pier holes, laying of cables etc n.exc 10 Sqm on plan and n.exc 1.5 m in depth and getting out in any type of soil complete all as specified and directed. |
| 5 | M&L for PCC 1:4:8, type D2 (using 40 mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and directed. |
| 6 | M&L for PCC 1:2:4, type B2 (using 40 mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and directed. |
| 7 | Use & waste of 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 flat with rough finished surfaces of concrete complete all as specified. |
| 8 | M&L Mild steel TMT bar 10 mm dia & over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including MS wire (annealed) not less than 0.9 mm dia or securing with clips complete all as directed and specified. |
| 9 | M&L Mild steel TMT bars 6 to 8mm dia, cut to length, bent to shape requried, 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 as directed. |
| 10 | M & L for RCC M-30 (Design Mix) (using 20mm graded stone aggregate) 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 as directedNote : Reinforcement & formwork shall be measured and paid for separately. |
| 11 | Use & waste of formwork to face of walls, retaining walls, abutments, parapets and staircase railing and similar works including attached pillasters, buttresses etc, vertical or to better finish even and fair finish complete all as specified. |
| 12 | M & L for RCC M-30 (Design Mix) (using 20mm graded stone aggregate) as in walls, ballast wall, basement wall etc and like , any thickness, above top of footings including attached pillasters and buttresses, complete all as specified and as directed.Note : Reinforcement & formwork shall be measured and paid for separately. |
| 13 | Use and waste of formwork to sides and soffits of suspended slabs such as roof slab, floor slabs landing horizontal or slopping and similar workks thikness n.exc 200mm including neccesarry sufficient supports etc for flat and rough finished surfaces of concrete etc complete all as specified and directed |
| 14 | M & L for RCC M-30 (Design Mix) (using 20mm graded stone aggregate) as in 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 as directed.Note : Reinforcement & formwork shall be measured and paid for separately. |
| 15 | M&L for hard core of gauge n.exe 63 mm of broken stone or boulders, deposited spread and leveled in layers n exe 15cm thick watered and rammed to a true surface complete all as speciifed and directed. |
| 16 | M&Lfor brick work with sub-class 'B' bricks (using old size), straight or curved on plan exc 6m mean radius built in In cement mortar 1:6 complete all as specified and directed |
| 17 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft / loose soil complete all as specified and as directed. |
| 18 | Removing excavated material to a distance n exc 50 m and deposited where directed at a level n exc 1.5 m above the starting point complete all as specified and as directed. |
| 19 | M&L for rendering 10 mm thick in CM 1:6 on fair faces of brick masonry surfaces or concrete surface of wall finished even and smooth without using extra cement complete all as specified and directed. |
| 20 | M&L sand filling under floors or in foundations including watering, spreading and levelling in layers of 25 mm thick complete all as specified and as directed. |
| 21 | M&L for filling of broken stone aggregate of gauge 3 to 10 mm, deposited, spread and levelled in layers n. exc. 15 cm thick to a true surface complete all as specified and directed. |
| 22 | M&L for filling of broken stone aggregate pea gravel of gauge n. exc. 3.60 mm complete all as specified and directed. |
| 23 | S&F 20 mm dia steel water tubing, galvanized, medium grade, with all fittings, fixed to walls and ceiling or in floor complete all as specified and directed by Engineer-in-Charge |
| 24 | S&F 150 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls or laid in trenches including necessary fixing etc complete all as specified & directed. |
| 25 | S&F PVC / HDPE (SWR) vent 600 mm long 100 mm bore, complete all as specified & directed. |
| 26 | S &F Framed work such as door frame, grills, gratings, etc., with ends of bar shoulder &/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; frame work of water tanks with Angle, MS sheet Flat iron & similar work conforming to Fe 290 GDE -E-165 complete all as specified and directed. |
| 27 | M&L for boring hole 150 mm in rain water harvesting pit in any type of strata including fixing of PVC / HDPE 150 mm nominal bore up to 100 meter deep etc complete all as specified and directed. |
| 28 | S&F 150 mm bore PVC (SWR) / HDPE strainer / perforated pipes single socketed in any length with rubber ring joints fixed to walls or laid in trenches including necessary fixing etc complete all as specified & directed. |
| 29 | S&F 100 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls or laid in trenches including necessary fixing etc complete all as specified & directed. |
| 30 | M&L pre-cast reinforced cement concrete 1:2:4, type B1 (using 20mm graded stone aggregate) as in pre-cast cover slab / GT cover slab / manhole cover slab of any thickness, size or shape including all necessary form work, finishing concrete surface fair & even and set in CM 1:4 complete all as specified and directed. |
| 31 | S &F Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk)forming holes, riveted, bolted or welded attachment complete all as specified and directed. |
| 32 | M&L preparation new or previously untreated steel surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint (Ist quality) over and including one coat of red oxide zinc chrome primer complete all as specified and directed. |
| 33 | Taking down existing roof treatment complete including demolition of PCC, Mud phuskas, lime concrete etc any description upto mother slab, and properly cleaning the surface to remove loose particles with wire brushes and removing the debris out side of MoD land complete all as specified and as directed. |
| 34 | M&L screed plaster 15mm thick in cement mortar (1:4) on concrete surfaces of roof to receive water proofing treatment and finished the surface even and fair incl mixing of WPC as per manufacturers instruction complete all as specified and directed.Note:- water proofing compound paid seperately as supply only |
| 35 | M&L for surface preparation by removal of all loose particle to ensure clean, smooth and dry surface and laying average 25mm thick PCC 1:2:4, type B-0 (using 12.5 mm graded stone aggregate) finished even & fair to cover negative slope complete as specified and directed |
| 36 | M&L for painted surfaces of roof with one coat of cold applied bituminous primer @ 0.30 Kg/Sqm conforming to IS-33894 and laying APP based polymeric membrane not less than 3mm thick, weighing not less than 3.5kg/sqm, reinforced with polyester non woven fabric (weighing not less than 150gms/sqm). Application of polymeric membrane shall be laid by torch application. Side over laps shall be 75mm and the end lap shall be 100mm and all over laps and joints shall be sealed by torch application. For parapets, membrane shall be taken to a height of minimum 60cm and then inserted inside the parapet groove. This shall be finished by a membrane flashing.Note: (i) Work shall be carried out through authorized applicator only |
| 37 | Supply only water proofing compound, ISI marked, complete all as specified and directed. |
| 38 | Disconnecting existing tank of capacity exc 500 and not exc 1000 litre, setting aside (or lowering if required) for repairs, cleaning etc and hoisting if required, reconnecting and re-fixing in position including cleaning and removing all scale and dirt etc from service tanks and from mouths of circulating pipe etc, date of cleaning also mentioned on tank by synthetic enamel paint complete all as specified and directed.Note : Cleaning etc shall be included under this item only |
| 39 | Taking up or down 20mm steel tubing and connections including cleaning and refixing old steel tubing and connections in new or old positions (walls, ceiling and floor etc) incl new fittings complete all as specified and directed. |
| 40 | Excavation in post holes (or similar holes) soil each n exc 0.5 cum getting out, returning, filling in and ramming earth around, in layers n.exc 25 Cm, watering and removing surplus soil to a distance n.exc 50m and making good surface in soft / loose complete all as specified and directed. |
| 41 | M&L PCC 1:3:6, type C2 (using 40 mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and directed. |
| 42 | M&L for preparation of new or previously untreated steel and iron surface of any description, over 10cm in width and girth not otherwise described and applying two coat of synthetic enamel paint over one coat of red oxide (zinc chrome) primer complete all as specified and directed. |
| 43 | S&F rolled mild steel sections as in main and cross beams, hip and jack rafters, purlins where connected to common rafters and running rails and guides for sliding doors fixed with angle cleats or other connecting plates conforming to Fe410-W(Gde E-250) Quilaty B complete all as specified and directed. |
| 44 | M&L pre- painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of approved colour having tensile strength of 550Mpa as in roof covering / cladding to wall, fixed with self tapping screws /J hook, L-type crancked hook complete all as specified and directed |
| 45 | M&L for 40mm thick plain cement concrete 1:2:4, type B-1 (using 20mm graded stone aggregate) as in sub base of floor complete all as specified and directed. |
| 46 | M&L for 100mm thick plain cement concrete 1:4:8, type D-2 (using 40mm graded stone aggregate) as in sub base of floor complete all as specified and directed. |
| 47 | M&L for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified and as directed. |
| 48 | Pre-cast cement concrete block masonry type B1 (using 20 mm graded stone agg) with solid blocks, exc. 10 cm in width and setting in in CM 1:4 complete all as specified and as directed. |
| 49 | M&L for rendering 15 mm thick in CM 1:4 on fair faces of brick masonry surfaces or concrete surface finished even and smooth without using extra cement complete all as specified and directed. |
| 50 | M & L for preparing new plastered surfaces of wall etc and applying two coats of cement base paint in plain patterns over a coat of alkali resistant priming paint all as specified and as directed |
| 51 | S&F turn buckle for rope tightening arrangement and to hold 7.5 cm dia rope all as specified and as directed |
| 52 | S&F manila rope 7.5 cm dia 3 ply twisted type with high load bearing all as specified and as directed |
| 53 | S&F nylon rope 5 cm dia 3 ply twisted type with high load bearing all as specified and as directed |
| 54 | S &F 2nd class hardwood clean sawn boards or planks, width n exc. 25 cm complete all as specified and directed. |
| 55 | Note:- The contract sum shall be calculated by deducting the amount shown in Credit Schedule attached to this tender, from total amount of Schedule 'A'/BOQ Please Enable Macros to View BoQ information |
