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| 1 | Demolition of un-reinforced cement concrete in ground floor and paving not exceeding 15 cm thick (below or above ground level) complete all as specified |
| 2 | M&L for PCC 1:4:8, type D-2 (using 40mm graded aggregate) as in sub base of flooring, hard standing, manhole, drain etc., complete all as specified. |
| 3 | M&L for 60mm thick machine pressed precast concrete interlocking paver blocks of any size and shape, factory casted, laid and jointed with grey cement and pigment and conforming to IS 15658-2006 of M-35 Grade and joints filled etc complete all as specified and directed. |
| 4 | M&L 25mm thick sand filling for sand cushioning to interlocking tiles, under floors or in foundations including watering and consolidation complete all as specified. |
| 5 | M&L for 25mm thick PCC 1:2:4, type B-1 (using 20mm graded aggregate) as in levelling course of flooring, complete all as specified. |
| 6 | M&L for Chequered cement concrete tiles 20cm x 20cm x 25mm/ 30cm X 30cm X 25mm thick as in path etc. set and jointed with grey cement and pigments as in floors and over and including screed bed or bedding layer of mortar 15mm thick laying floor finished in CM 1:6, complete all as specified and directed |
| 7 | M&L for cement concrete 1:2:4 type B-1 using 20 mm graded stone aggregate as in copings, weathering, slightly rounded or chamfered angles and throating, complete all as specified and as directed by the Engineer-in-Charge. |
| 8 | Demolition of brickwork or stone/boulder masonry, build in cement mortar including all quoins, arches, pillars etc, but excluding ashlars facings, dressed stonework and precast concrete articles, complete all as specified and directed by Engineer-in-Charge. |
| 9 | Taking down cement plaster, of any description on brick or stone or cement concrete walls/ceiling including raking out joints, hacking for key, scrubbing down with water, complete all as specified and as directed by the Engineer-in-Charge. |
| 10 | M&L for Stone walling of random rubble, uncoursed, well bonded, bedded and solidly hearted built in CM 1:4 complete all as specified and ditected. |
| 11 | M&L for Brick work with sub class `B' bricks straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:4, complete all as specified and directed by the Engineer-in-Charge. |
| 12 | M&L for rendering 15mm thick on stone surfaces or other than fair faces of brick work in cement mortar 1:4, surface finished even and smooth without using extra cement, complete all as specified and directed by the Engineer-in-Charge. |
| 13 | M&L for plain cement concrete 1:3:6 type C-2 using 40mm graded stone aggregate as in surface channel and drains, complete all as specified as directed by the Engineer-in-Charge. |
| 14 | M&L 150 mm thick PCC 1:2:4 type B2 (using 40 mm graded stone aggregate) as in flooring and finishing cement concrete surface even and smooth without using extra cement complete all as specified and as directed by the Engineer-in-Charge. |
| 15 | M&L for forming 12mm thick expansion joints 150mm deep filled with pre-formed bituminous filler and top 30 mm primed and sealed with sealing compound, Grade 'A' for 150mm thickness of concrete slab, complete all as specified and as directed by the Engineer-in-Charge. |
| 16 | M&L for forming Contraction (Dummy) joints 65 mm deep X 10mm wide, filled with sealing compound grade 'B', complete all as specified and as directed by the Engineer-in-Charge. |
| 17 | M&L for forming Construction joint 30mm deep X 10 mm wide filled with sealing compound Grade 'B', complete all as specified and as directed by the Engineer-in-Charge. |
| 18 | Note :- An amount of Rs. Rs 20,000.00 on account of credit schdule for Sch 'A' Part-II Shall be deducted from the total amount of BOQ to arrive at the contract sum. Please Enable Macros to View BoQ information |
