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| 1 | Schedule-A |
| 2 | Dismantling of brick work built in cement mortar including all qoins, arches, pillars, etc.complete all as specified. |
| 3 | M&L for Brick work with sub class B bricks straight or curved on plan exc 6 mtr mean radius built in CM 1:6 all as specified and directed by Engr-in-Charge. |
| 4 | Demolition in cement concrete(un-reinforced) ground floor and paving n exc. 15 cm thickness(below above ground floor ) all as directed by Engr-in-Charge. |
| 5 | Demolition in cement concrete(reinforced) ground floor and paving n exc. 15 cm thickness (below above ground floor ) all as directed by Engr-in-Charge. |
| 6 | M&L for Reinforced cement concrete (nominal mix) Type B1 1:2:4 (20 mm gradedaggregate) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete |
| 7 | M&L for Reinforced cement concrete (nominal mix) Type B1 1:2:4 (20 mm gradedaggregate) as in Columns, pillars, piers, posts and struts |
| 8 | Taking down cement Plaster, any description on Brick Walls or on concrete Surfaces including raking out Joints, hacking for Key, scrubbing down with Water, etc., and removing same from the Site(s), complete all as specified and as directed. |
| 9 | M&L for cement concrete type D-2 1:4:8 (40mm graded crushed stone aggregate as in foundation, filling and mass concrete complete all as specified |
| 10 | M&L for formwork to sides of pillars post and struts or columns ofSquare, rectangular or polygonal rough finished surfce. |
| 11 | M&L for formworkrough finished surface to sides of concrete and plinth beams; and similar work; vertical or to batter rough finished surface. |
| 12 | M&L for 10mm dia and over TMT bars , 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 |
| 13 | M&L for 6 to 8mm dia and over TMT bars , 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 |
| 14 | 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 25cm, watering, and removing surplus soil to a distance n exc 50 m and making good surface all as specified and directed by Engr-in-Charge. |
| 15 | M&L for cement concrete type C-2 1:3:6 (40mm graded crushed stone aggregate as in foundation, filling and mass concrete complete all as specified |
| 16 | M&L for for rendering 15mm thick in CM (1:4) on brick work or concrete surfaces other than fair face of brick work, finished fair & even w/o using extra cement all as specified and directed by Engr-in-Charge. (WPC paid and measured seprately) |
| 17 | Dismantling of asbestos cement (corrugated, semi-corrugated, etc.) sheets any thicknes in roof covering completeall as specified and as directed by Engineer-in-Charge. |
| 18 | S&F 0.50 mm thick pre painted galvalume aluminium zink coating GI based corrougated /plain steel sheeting or curved of any colour having tansile strength of 550 MPA as in roof covering/clading to wall fixed with self tapping screws, complete all as specified and directed by Engr-in-Charge. |
| 19 | Extra for forming fair finished drain or channel 30 cm inner girth in cementconcrete, using ex- tra cement, including forms, moulds, mi- tred/stopped endsetc. |
| 20 | S&F bailPlug suitable for 200 mm bore pipe with wall thickness4.80 mm made out of pvc pipe complete all as specified & directed |
| 21 | M&L for cleaning/disilting of existing bed of thecoonstructed in any masonry, average thickness not exceeing 10 cm and drains having inner girth width upto 0.60m and depth upto 1.2 mtr by removing mud, sludege silt, garbage, debries, sludge, vegitation etc and 1 mtr both side of drain also clear as vegitation and levelling the earth work and removing debrish by manually or machanically from out of MoD land complete all as specified and directed by Engr-in-Charge |
| 22 | M&L for providing, precast cement concrete 1:2:4 type B1 (20mm graded stone aggregate fixed in, cement motar 1:4 in cover slabs (for manholes) etc chullah hoods, chajjas, water troughs, mangers, shelves ans similar articles with plain faces |
| 23 | Supply only liquid water proofing compound mix cement concrete/cement plaster as per manufacture instruction all as directed by Engr-in-Charge. . |
| 24 | M&L preparation of new plaster surface on wall two coat of weather proof exterior grade paint over a coat of primer all as directed by Engr-in-Charge. |
| 25 | M&L for newly plastered surfaces of walls and cornices and applying two coat of exterior emulsion paint in camouflage pattern over one coat of priming paint all asspecifiedand directed by Engineer-in-Charge. |
| 26 | M&L Preparation new steel surface exc 10 cm width/girth& applyingtwo coats of synthetic enamel paint over one coat of red oxide primerall as specified and directed bi Engineer-in-charge |
| 27 | Preparation of old paintedsteelsurfacesof anydescriptionnot otherwise described, over10 cm widthor girth and applying two coat of synthetic enamel paint all asspecifiedand directed by Engineer-in-Charge. |
| 28 | Dismantling of mild steel work of any description not other wise provided of all as direted by Engr-in-Charge. |
| 29 | Mild steel plates, plain or chequered, 5mm thick or over in thickness in available sizes Fe 410 W (Gde-E-250) quality-A all as specified and directed by Engr-in-Charge |
| 30 | S&F for MS as in postsand struts in fencing angle, rain water pit cover including cutting tops to shape as directed, drilling holes, notching for wire etc flat iron fillets (for securing with mesh etc including all necessary drilling bolting or riveting etc and similar work confirming to Fe-290 (Gde-E-165 quality-B. Note:-Posts/struts of angle iron made to shape shall be welded to existing angle iron bracket of security wall, contractor shall make his own arrangement for welding for boundary wall by using gen sets or any alternative arrangement all as specified and directed by Engr-in-Charge. |
| 31 | S&F in repair Galvanized 2 stand Steel Barbed wire 2.24mm dia barbed with dia barbs at 75 mm spacing and straining and fixing to any type of stsnderd rails, straining bolts,including securing or tying at crossings with and provisuion of galvanised mild steel pins, etc incl taking down of existing barbed wire as directed (each line wire to be measured) complete all as specified and as directed by Engr-in-Charge. |
| 32 | M&L expanded metal not exc four kg per sqm, cut to length, bent to shape required and tying with and including annealed muild steel wire not less than 0.9mm dia or fixing with galvanised steel staples supplied and fixed complete to wood or steel members all as specified and directed by Engr-in-Charge. |
| 33 | M&L PCC 1:2:4 type B1 using 20mm graded stone aggregate as in as in coping cill, rounded or chamffered on edges complete all as specified and directed by Engr in Charge. |
| 34 | Dismantling ofwall/ floor tile including backing coat any description or any thickness led beded and pointed in any cement motar and removal to out of MD land. |
| 35 | M&L for providing 75mm thick 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 by Engr-in-Charge. |
| 36 | M&L Chequered cement concrete tiles (vibrator made) 30cm x 30cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors with grey cement and pigment over 15 mm thick screed bed in CM (1:4) finished with cloured cement to match the shed of the slab |
| 37 | M&L for 100mm thick Cement concrete 1:2:4, type B-2 using40 mm graded stoneaggregate as in path finished even smooth with broom finished without using extra cementcomplete all as specified and directed by Engr-in-Charge. |
| 38 | M&L60 mm Machinefactory made pre castcement concrete inter locking paver blocks M-35 Gradeglazedcolouredany shape and size with grey cement and pigmentover and including25mm thick sand cushioning as in path & hardstandingall as directed by Engr-in-charge |
| 39 | Note The amount of Rs 1,46,415/- against Schedule of Credit on Page No 138 shall be deducted from the total amount quoted against Sch \"A\"while deriving the Contract Sum for Acceptance |
