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| 1 | Demolition of exisiting damaged stone/Brick/ Concrete Block masonary built in cement mortar including all quoins, arches, pillars etc complete all as specified and directed by Engineer-In- Charge |
| 2 | M&L for Pre-cast cement concrete block 1:3:6 type C1 (using 20mm graded aggregate) masonry with solid blocks, exc. 10 cm in width and setting in cementmortar 1:4, complete all as specified and directed by Engineer-In- Charge |
| 3 | M&L for Brick work with sub-class `B\" bricks, straight or curved on plan exceeding 6 M mean radius built in cement mortar 1:4 but except bricks complete all as specified and directed by Engineer-In- Charge |
| 4 | Material & labour for random rubble stone masonary , uncoursed well bounded, bedded and soilidly hearted in cement mortar (1:4) completed all specified and directed by Engineer-in-Charge. |
| 5 | M&L for PCC 1:2:4 type B1 using 20mm graded stone aggr as in coping benching and surface channel finished fair and even incl necessary form work complete all as specified and directed by Engineer-In- Charge |
| 6 | M&L forproviding precast cement concrete jallies PCC 1:2:4 type B-0 (using 12.50mm graded stone aggregate) 25mm thick (measured solid) including all moulding and set in CM (1:6) complete all as specified and directed by Engineer-In- Charge |
| 7 | M & L for raking out joints in cement mortarto random rubble or uncoursed or brought up to course stone masonry wall complete all as specified and directed by Engineer-In- Charge |
| 8 | M & L for raised pointing to random rubble, uncoursed masonry in CM 1:4 without using extra cement complete all as specified and directed by Engineer-In- Charge |
| 9 | Taking down barbed wire fixed in any position complete all as specified and directed by Engr-in-Charge. |
| 10 | S&F for concertina coil reinforced punched (chrome rajor blade wire) with barbed tap of 0.5mm thick galvanised steel sheet and core wire of dia 2.5mm high tensile steel wire 600mm dia complete all as specified and directed by Engr-in-Charge. |
| 11 | S&F, galvanised 2 strand steel barbed wire 2.24 mm dia barberd with 2 mm dia bar at 75mm spacings & straining & fixing to any type of standerd rails straining bolts,including securing or tying at crossig with and provision of galvanised mild steel wire staples or steel pins etc as directed each line of wire to be measured. |
| 12 | S&F, framed work such as grills, gratings, etc. and similar work complete all as specified and directed by Engr-in-Charge. |
| 13 | Dismantling of wrought iron or mild steel work of any description not otherwise provided for all as specified and directed by Engr-in-Charge. |
| 14 | M&L forpreparation of new steel surfaces of any description over 10cm in width or girth not otherwise described and applying 2 coats of Synthetic enamel paint over a coat of red oxide primer, all as specified and directed by Engr-in-Charge. |
| 15 | Taking down cement plaster on RR stone/brick masonrywalls,including raking out joints,hacking for key,scrubbing down with water etc complete all as specified and directed by Engineer-In- Charge. |
| 16 | M & Lfor rendering15 mm thick in CM 1 : 4 on anyfaces of stone masonry or concrete block surfaces,finished even and smooth without using extra cement complete all as specified and directed by Engineer-In- Charge |
| 17 | Demolition of cement concrete of any description & in any position not otherwise specifically provided for (unreinforced), complete all as specified and directed by Engineer-In- Charge |
| 18 | M&L for PCC1:3:6 type C2 using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed by Engineer-In- Charge. |
| 19 | M& L for cement concrete 1:4:8 type D-2, 75 mm thick as in sub base floors complete all as specified and directed by Engineer-In- Charge. |
| 20 | Dismantling of stone slabs and tiles of any description or thickness in floors, platform, aprons etc., laid, bedded and pointed,in any mortar complete all as specified and directed by Engineer-In- Charge. |
| 21 | M&L for concrete tiles 30cmx30cmx25 mm thick , machine pressed set, jointedand pointed in neat cement slurry in floors with grey cement and no pigment and cut and polishedincluding 20mm thick screed bed in CM (1:6) complete all as specified and as directed by Engr-in-Charge. |
| 22 | Ditto all as per item No.21 above but except tiles. |
| 23 | M&L for 60 mm thick machine pressed precast concrete interlocking paver blocks any shape and size as directed confirming to IS-15658-2006, M-35 Grade, fixed with grey cement and pigment including 30mm thick sand cushioning, complete all as speceified & directed by Engr -in charge.Make : NITCO/NTC/ HINDUSTAN & EQUIVALENT. |
| 24 | Ditto all as per item No.23 above but except tiles. |
| 25 | M & LPreparation of newly plastered wall surfaces and applying two coasts of cement base paint. complete all as specified and directed by Engineer-In- Charge |
| 26 | M&L for one coat of oil bound distemper on old decorated plastered or unplastered surfaces ofwalls including preparation of surfaces by brooming or by steel wire brushing,complete all as specified and directed by Engineer-In- Charge. |
| 27 | M&L for one coat of cement base paint on old decorated plastered or unplastered surfaces ofwalls including preparation of surfaces by brooming or by steel wire brushing, complete all as specified and directed by Engineer-In- Charge. |
| 28 | M&L for one coat of synmthetic enamel paint to old painted steel surfaces of any description over 10 cm width or girth including preparation of surfaces complete all as specified. and as directed by Engineer-in-Charge. |
| 29 | M&L for one coat of synmthetic enamel paintto old painted wooden surfaces of any description over 10 cm width or girth including preparation of surfaces complete all as specified and directed by Engineer-In- Charge. |
