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| 1 | Demolition of cement concrete (unreinforced) in ground floors and paving n exc 15cm thick (below or above ground level) complete all as specified and directed |
| 2 | Dismantling of stone slabs and tiles of any description or thickness as in floors, pavings, aprons, pathway etc laid dry or laid dry and pointed complete all as specified & directed. |
| 3 | Dismantling of cement concrete (unreinforced) kerb stone and the like of any description of and in any position not otherwise specifically provided for complete all as specified and directed |
| 4 | M&L cement concrete 75mm thick 1:4:8 type D-2 using 40mm graded stone aggregate as in sub base of floor fcomplete all as specified & directed. |
| 5 | M&L cement concrete 100mm thick 1:2:4 type B-2 using 40mm graded stone aggregate as in pathways/hardstanding laid in alternate ways, each panel not exceeding 3.00 Sqm finished the surface even and fair without using extra cement and joint to be filled with Bituminous mastic filling including necessary form work complete all as specified & directed. |
| 6 | Forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound grade 'A' |
| 7 | Material & labour for Chequred cement concrete tiles with pigment of size 300 mm x 300 m x 25 mm thick laid over and including 20 mm thick cement mortar screed in CM 1:6 as in floors complete all as specified and directed. |
| 8 | M & L for Machine pressed precast conctete interlocking paver block any shape and size with grey cement and pigment confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade laid over sand cushing complete all specified and directed.Note :- Sand cushioning will measured and paid seperately. |
| 9 | S&F for Machine pressed precast concrete interlocking paver block any shape and size confirming to S 15658-2006 of 80 mm thickness M-40 Grade with grey cement and pigment laid over sand cushing complete all as specified & directed.Note :- Sand cushioning will measured and paid seperately. |
| 10 | Supply and laying of sand including spreading, levelling and ramming in layers n.exc. 25 cm thick in each layer complete all as directed |
| 11 | M&L Pre-cast (Factory casted) cement concrete Kerb stone casted in PCC (1:2:4) Type B-1 using 20mm graded stone aggregates with plan or interlocking joints (as directed) with solid blocks, exc. 10 cm in width and setting and jointed in cement mortar 1:6, complete all as specified & directed. |
| 12 | M & L for preparation of kerb stone, new un-treated concrete or plastered surfaces of any description over 10cm girth or width, not otherwise described and applying two coats of synthetic enamel paint in black and white colour over a coat of primer complete all as specified and directed. |
| 13 | M&L cement concrete 1:2:4 type B-1 using 20 mm graded stone aggregate as in surface channel, gap between road & road side kerb stone and the like including finishing the top of benching even and smooth using extra cement complete all as specified & directed. |
| 14 | Dismantling of brickwork or stone/boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc but excluding ashlar facings, dressed stonework and precast concrete articles. |
| 15 | M&L for brick work with Old size Fly ash ’ bricks, straight or curved on plan exc 6 m mean radius built in cement mortar 1:6 complete all as specified and directed. |
| 16 | M & L for Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in CM 1:6 all as specified and as directed. |
| 17 | All as per item No 16 above but except stone complete all as directed. |
| 18 | Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints as specified of random rubble walling, coursed, hammer dressing with maximum depression on face from straight edge held against the dressed surface n.exc 40mm on lime/sand stone all as specified and directed. |
| 19 | M&L for Raised pointing to RR masonry in CM 1:4 all as specified and directed. |
| 20 | M&L for rendering 15mm thick in cement mortar 1:4 on brick/stone masonry surfaces or surfaces of brick/Stone work of walls, finishing the surface even & smooth without using extra cement complete all as specified. |
| 21 | M&L preparing new plastered surfaces of walls and applying two coats of cement paint over a coat of water primer complete as specified and directed. |
| 22 | M & L for 75mm thick cement concrete (1:3:6) type C1 using 20 mm thick graded stone aggregate as in plinth protection laid in alternate bays n exc 2.5m length finished even & smooth and joint to be filled with Bituminous mastic filling including necessary form work complete all as specified and directed. |
| 23 | M&L for reinforcement TMT bars 10 mm dia and over cut to length, bent to shape required, including cranking, bending spirally or hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia complete all as specified. |
| 24 | M&L RCC nominal mix1:2:4, type B0 using 12.50mm gradded stone aggregate in basement of water retaning tank/walls, ballast walls and the like; any thickness; above top of footings; including attached pilaster and buttresses, etc mixed with water proofing compound complete all as specified and directed. |
| 25 | M & L for Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter |
| 26 | Material and labour for rendering 10mm thick internal surfaces in cement mortar 1:33 on fair faces of brick work or concrete surfaces mixed with water proofing compound as per manufacturers instruction and finished even and fair without using extra cement all as specified and as directed. |
| 27 | Supply only Liquid water proofing admixture |
| 28 | Material & Labour for applying Two coats of Epoxy water proofing paint including priming coat of water proof based primer applied @ 0.90 litre/10 sqm over new surfaces as per manufacturer's instruction complete all as specified and directed. |
| 29 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation,post hole etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n.exc 10 sq m on plan and n exc 1.5 m in depth and getting out, in any type of soil complete all as specified and directed. |
| 30 | Returning filling in incl spreading , levelling watering and well ramming in layers n exc 25 cm thick (soil) |
| 31 | Removing excavated material to a distance n exc. 50 mtr and depositing where directed at a level n exc.1.50 mtr above starting point. |
| 32 | M&L for 450 mm bore reinforced concrete pipe, class NP2, laid and jointed (in CM 1:1) including PCC 1:4:8 type D-2 using 40 mm graded crushed stone aggregate in bedding to SGSW/NP2 drain pipes, including excavation of any kind of soil, removal of soil , demolition of pipe and packing under and haunching against the sides of pipes after they are laid and tested complete Please Enable Macros to View BoQ information |
