|
| 1 | SCHEDULE \"A\" PART-I (BUILDING WORK) |
| 2 | Excavating in post holes (or similar holes) each n exc 0.5 cum, getting out in soft/loose soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, complete all as specified and as directed by Engineer-in-Charge. |
| 3 | M&L PCC in foundations, filling and mass-concrete type D2 (1:4:8) using 40 mm graded crushed stone aggregate complete all as specified and as directed by Engineer-in-Charge. |
| 4 | M&L Plain cement concrete 1:2:4 type B-2 using 40mm graded crushed stone aggregates as in foundation, filling and mass concrete, complete all as specified and as directed by Engineer-in-charge. |
| 5 | S&F Structural steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161-1979 grade St.-240 complete all as specified and directed by Engineer-in- Charge. |
| 6 | S&F Fe 410-W (Gde-E- 250) qualiy A, structural rolled mild steel sections as in plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment, etc. complete all as specified and as directed by Engineer-in-Charge. |
| 7 | S&F Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts; 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 as directed by Engineer-in-Charge. |
| 8 | M&L Preparation of new or previously untreated steel or steel based surfaces of any description not otherwise described over 10 cm width or girth and applying two coats of synthetic enamel paint over and including one coatof red oxide primer complete all as specified and directed by Engineer-in-Charge. |
| 9 | Excavating in trenches, n exc 1.5m wide & n exc 1.5m in depth; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan & getting out in soft/loose soil complete all as specified and directed by Engineer-in-Charge. |
| 10 | M&L RCC M-25 design mix using 20 mm graded aggregate 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 by Engineer-in-Charge. |
| 11 | M&L RCC M-25 design mix using 20 mm graded aggregate in Columns, pillars, piers, posts and struts complete all as specified and directed by Engineer-in-Charge. |
| 12 | S&F Formwork to sides of concrete foundations, footings, bases of columns, raft & raft beams, sides & soffits of foundation & plinth beams; and similar work; vertical or to batter Rough finished surfaces of concrete flat complete all as specified and directed by Engineer-in-Charge. |
| 13 | S&F Formwork to sides of pillars, posts, struts, piers,columns, and stanchions Rough finished surfaces of concrete Square, rectangular or polygonal complete all as specified and directed by Engineer-in-Charge. |
| 14 | M&Lfor TMT bars10 mm dia and over cut to length bent to shape spirally for hooping,hooking ends and binding with mild steel wire (annealed) not less than 0.5 mm dia or securingclips etc complete all as specified and directed by Engineer-in-Charge. |
| 15 | M&Lfor TMT bars 5mm and over andupto 10mm for stirrups cut to length bent to shape spirally for hooping,hooking ends and binding with mild steel wire (annealed) not less than 0.5 mm dia or securingclips etc complete all as specified and directed by Engineer-in-Charge. |
| 16 | Returning, filling in, including spreading, levelling, watering & well ramming in layers n. exc 25 cm in soft/loose soil complete all as specified and directed by Engineer-in-Charge. |
| 17 | S&F Rolled mild steel Joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lenghts i.e. within 20mm of the length indicated) Gde Fe 410-0 W (Gde E-250) quality A complete all as specified and directed by Engineer-in-Charge. |
| 18 | S&F Plain, galvanised, mild steel sheeting 1mm thick as in ridges, hips, valley gutters, drip & straight flashings (length & girth as fixed) with grade of zinc coating 275 complete all as specified and directed by Engineer-in-Charge. |
| 19 | S&F Fibre glass reinforced translucent corrugated sheeting of 2mm thick with two corrugation side lap with coach screw & washer in roof, wall etc complete all as specified and directed by Engineer-in-Charge. |
| 20 | S&F Mild steel bolts, purpose made, with hexagonal / square head one end & screwed the other/ screwed both ends; each screwed end to be fitted with washers & one hexagonal or square nut, exc 30cm long dia of neck exc 20mm but n exc 25 mm complete all as specified and directed by Engineer-in-Charge. |
| 21 | Removing excavated soil exc. 50m but n exc 100m & depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed by Engineer-in-Charge. |
| 22 | M&Lfor preparation of old painted surface and applying one coat of synthetic enamel paint on steel & iron surfaces of any description, n exc 10cm width or girth when unconnected with other painting or when painted in different tint complete all as specified and directed by Engineer-in-Charge |
| 23 | Material and labour Brick work with sub class \"B\" bricks straight or curved on plan exc 6m mean radius with old size bricks built in cement mortar 1:4 for manhole etc c omplete all as specified. |
| 24 | M&L Brickwork with sub-class `B\" brick straight or curved on plan to any radius in half brick thick walls built in CM (1:4) complete all as specified and directed by Engineer-in-Charge. |
| 25 | M&L PCC in lintels upto 1.5 m clear span, cills, steps; seismic & other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded for chamfered angles and throating and necessary formwork as directed type B1 (1:2:4) using 20 mm graded crushed stone aggregate complete all as specified and directed by Engineer-in-Charge. |
| 26 | M&L for rendering 15mm thick in CM 1:4 on fair faces of brick work or over roof concrete surfaces mixed finished even & smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. |
| 27 | M & L for coloured glazed ceramic tiles of size 450mm x 350mm x 7 mm/300mmx600mmx7mm thick as in dado set and jointed in neat cement slurry and pointed in white cementmixed with colour pigment to match over and including 10 mm thick cement mortar dubbing coat in CM 1 : 4 all as specified and as directed. |
| 28 | Demolition of PCC in ground floors & pavings n exc 15 cm thickness (below or above ground level)(unreinforced) all as specified and as directed. |
| 29 | M&L 25mm thick PCC 1:2:4 type B0 (using 12.5 mm graded stone aggregate) as in flooring, finished fair and even . to receive floor finish all as directed. |
| 30 | M&L for precast factory made designed pavings tiles of different colour and shapes of 300 x300 x20 mm laid and jointed with grey cement slurry mixed with pigment to match the shade of tiles , thickness not less than 20 mm and compressive strength not less than 250 Kgs /Sqm complete all as specified and directed by Eng-in charge Make Oyster/ Onyx/ Oak/ dura stone |
| 31 | M & L for 15mm thick screed bed in CM 1:4 beddinglayer for laying floor finishes complete all as specified and directed by Engineer-in-Charge. |
| 32 | SCHEDULE \"A\" PART-II (E/M WORK) |
| 33 | M&L for point wiring for one light point/fan point controlled by one switch with 1.5sqmm FRLSH PVC insulated unsheathed copper conductor single core multistrand flexible cable and 1.5 sqmm FRLSH PVC insulated unsheathed copper conductor single core cable (green colour) as earth lead in and including concealed non metallic rigid PVC conduit medium grade with all fitting 9ISI Marked) controlled by one switch including CI/MS sunk box required size and as directed by Engr in Charge including cutting, chases to walland making good the disturbed surfaces to match with existing specification complete all as specified and directed. |
| 34 | One wall/fan/Exhaust fan point controlled by one switch |
| 35 | Supply and fix exhaust fan made of sturdy Engineering plastic complete with louvers shutter, voltage 230V, 50 Hz, RPM 1200, Copper winding of sweep 250mm complete all as specified and directed by Engineer-in-Charge. |
| 36 | Supply and fix ceiling rose bakelite 2 to 3 terminals 65x 50mm , 3 phase/PVC/polycarbonate, isolated body complete all as specified and directed by Engineer-in-Charge. |
| 37 | S & F Switch Modular (piano) flush button single pole one way 6 amps 1 module with suitable plate and cover complete all as specified and directed. Make : Legrand/Havells/Indoassian |
| 38 | Demolition of brick work or stone / boulder masonary , bult in cement mortor incl all quoins, arches, pillars etcincluding depositing unservicable brick and stacking for reuse including cleaning of bricks and deposting off all debries & rubbish off permises to a distance not exceeding 100 mtr complete all as specifed. |
| 39 | Material and labour Rendering 15mm thick on brick surfaces in cement mortar 1:4 finished even and smooth without using extra cement complete all as specified. |
| 40 | M & L for preparation of newly plastered wall surfaces and applying three coat of white wash complete all as specified and as directed by Engr-in-Charge. |
| 41 | SCHEDULE \"A\" PART-III (Schedule of credit) Credit amount of Rs (Refer schedule of credit) for retrieved material mentioned in Sch \"A\" Part-II of Tender documents in PDF form will be deducted offline during acceptance of tender of lowest bidder. |
| 42 | Note: (1) Provn of shed has to carried out as and when required basis and accordingly site will be available in piecemeal wise and as directed by Enginer-in-Chargeof Air Force station Jammu. |
