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| 1 | Demolition of brick work or stone boulder masonry,built in cement mortar or cement lime mortar including all quoins, arches, pillars etc, but excluding ashlar facings, dressed stone work and precast concrete articles complete all as specifed and directed by Engineer-in-Charge. |
| 2 | M&L for wallingor randomrubbleun coursedwellbonded beded and solidlyheartedbuiltin cement mortar 1:6 brought upto course completeall as specified. |
| 3 | All as per item No 2 here-in-before but Except stones |
| 4 | M&L for Extra over stone wallingfor hammer dressingto face stonesand dressing offace beds and joints,as specified ,of random rubblewallingun coursedbroughtuptomaximum depressionof 40mm thickon granite or trap stones complete all as specified. |
| 5 | Raking out joints/ pointing of cement or cement lime mortar to random rubble or poly gonal rubble uncoursed or brought up to courses complete all as specified |
| 6 | M&L for Raised pointingin CM 1:4 to random or polygonal rubbleun coursedor up tocourse completeall as specified . |
| 7 | Demolition of concrete (un re-inforced)of any descriptionand in any positionnot other wisespecially provided for complete all as specifiedand as directed by Engineer-in-Charge. |
| 8 | M&L forplain cement concrete 1:4:8 mix,type D2 (using 40 mm graded stone aggregates) as in sub base to floor complete all as specified and as directed by Engineer-in-Charge. |
| 9 | M&L Plain Cement Concrete Type B21:2:4(using 20 mm graded granite stone aggregate) in coping etccomplete all as specified and directed by Engineer-in-Charge. |
| 10 | M&L Plain Cement Concrete Type C21:3:6(using 20 mm graded granite stone aggregate) in foundations, filling and mass concrete for fixing of angle iron posts etccomplete all as specified and directed by Engineer-in-Charge. |
| 11 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified. |
| 12 | S&Ffor mild steel work forposts,of fencing ,gratings etc(Beam, tee, angle, channel or flat section ,square bars sections) including distance pieces, cleats etc complete all as specified. |
| 13 | M&L for Preparation of newsteel surfaces of any description, over 10 cm width or girth, not otherwise described and applying two coats of anticorrosive paint (Epoxy) over acoat of epoxy primer complete all as specified and directed by Engineer-in-Charge. |
| 14 | M&L for Preparation of oldsteel surfaces of any description, over 10 cm width or girth, not otherwise described and applying two coats of anticorrosive paintcomplete all as specified and directed by Engineer-in-Charge. |
| 15 | Dismantling ofbarbed wire fencing wire of any description etc |
| 16 | S&F Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type ofstandard rails strain- ing bolts, including, securing or tying atrossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed by Engineer-in-Charge (each line wire to be measured) complete all as specified. |
| 17 | Supply and fixingin repair stain less steel (SS-304) concertina coil fencing with razor punched tape concertinahelix coil 600 mm dia (before stretch) having 50 no of turn per coil per 6 metre length, spring core wire (2.6 mm thick) (+/- 0.1)mm of high tensile strength of1450-1650N/sq.mmand fixing the sameinY-shaped angle iron includingrequirednecessaryclips ,staples, J bolts , completeallasspecified& asdirection of Engineer-in-Charge. |