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| 1 | Demolition of brick work or stone boulder masonry, built in cement mortar including all quoins, arches, pillars etc. including removing of unserviciable material from site complete all as specified and directed. |
| 2 | Material and labour for brick work with fly ash brick, modular size, straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and directed. |
| 3 | All as per item No 2.00 here in before but except brick and -ditto-.Note: Serviceable brick shall be reused obtained from item No 1.00 |
| 4 | Material and labour for PCC (1:4:8) type D2 (using 40 mm graded stone aggregate ) as in surface channels, drains and manholes etc complete all as specified and directed. |
| 5 | Taking down cement plaster of any description built in cement mortar on brick or stone walls etc including racking out joints, hacking for key, scrubbing down with water etc. and removal of rubbish from the site complete all as specified and directed. |
| 6 | Material and labour 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. |
| 7 | Material and labour for pre-cast RCC (1:2:4) type B1 (using 20 mm graded stone aggregate) in landings, cover slabs, chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces and set in cement mortar (1:4) complete all as specified and directed. |
| 8 | Material and labour for mild steel TMT bar 10 mm dia and over cut to length bent to shape required, including cranking, bending spirally for hooping ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips. complete all as specified and directed. |
| 9 | Material and labour for 15mm thick rendering in cement mortar (1:4) on fair faces of brick work or concrete surfaces in two layers, first layer of 10mm thick and top layer of 5mm thick with using liquid water proofing coumpound (WPC) @ 2% weight of cement or as per manufacturers instruction and finish the surfaces even and smooth without using extra cement as in wall complete all as specified and directed. Note : WPC will be measured and paid separately under respective item. |
| 10 | Materials and labour for preparation of new plastered surfaces of walls and applying two coats of cement base paint over a coat of alkali resistance primer complete all as specified and directed. |
| 11 | Demolition and breaking up drain pipes of 300 mm bore (salt glazed stoneware, AC or reinforced concrete) set in cement mortar complete all as specified and directed. |
| 12 | Material and labour for cement concrete (1:3:6) type C-2 (using 40 mm graded stone aggregate) as in bed to 300 mm bore drain pipes including packing under and haunching against the sides of pipe after they are laid and tested complete all as specified and directed. |
| 13 | Materials and labour for 300mm bore reinforced concrete pipes, class NP2, laid and jointed complete with collars complete all as specified and directed. |
| 14 | Material and labour for PCC (1:2:4) type B-1 (using 20 mm grade stone aggregate) as in coping including necessary form work complete all as specified and directed |
| 15 | Dismantling of structural steel work including doors, gates but excluding framed truss etc complete all as specified and directed. |
| 16 | Supply and fix mild steel framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified and directed. |
| 17 | Material and labour for rolled mild steel in roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc conforming to Fe-410-W (Gde-E-250) quality-A complete all as specified and directed. |
| 18 | Supply and fix expanded metal (weight not exc 4 Kg per sqm), cut to length, bent to shape required and tying with and including annealed mild steel wire not less than 0.9mm dia or fixing with galvanised steel staples supplied and fixed complete to wood or steel members complete all as specified and directed. |
| 19 | Material and labour for 25mm thick PCC (1:2:4) type B-0 (using 12.50mm graded stone aggregate) as in levelling course for laying floor finishes complete all as specified and directed. Please Enable Macros to View BoQ information |
| 20 | Material and labour for 25mm thick PCC (1:2:4) type B-0 (using 12.50mm graded stone aggregate) as in levelling course for laying floor finishes complete all as specified and directed. Please Enable Macros to View BoQ information |
