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| 1 | Schedule 'A' |
| 2 | Demolition of cement concrete un-reinforced of any description and in any position not otherwise specifically provided for complete all as specified and directed. |
| 3 | Demolition of RCC of any description and in any position not otherwise specifically provided for (reinforcement cut as required to facilitate demolition).incl removing the debris out side the premises of MoD land of deposting at low laying area complete all as specified and directed |
| 4 | Demolition of brick or stone/boulder masonry built in cement mortar complete all as specified and directed. |
| 5 | M&L for walling random rubble uncoursed well bonded bedded and solidly hearted built in CM1:6 complete all specified and directed. |
| 6 | All as per item No 4 but except stone complete all as specified and directed. |
| 7 | Extra over for stone walling for hammer dressing to face stones of RR masonry not, Exc 40mm maximum depression all as specified and directed. |
| 8 | M&L cement concrete type D-2, 1:4:8 (using 40mm graded aggregate) as in foundations, filling and mass concrete complete all as specified and directed. |
| 9 | M&L for PCC 1:3:6 type C1 (20mm graded agg) as in coping incl necessary formwork etc all as specified and directed. |
| 10 | M&L for raised pointing to random or polygonal rubble,uncoursed or bought upto cpoursed in cement mortar 1:4 complete all as specified and directed. |
| 11 | M&L for PCC 1:2:4 type B0 (using 12.5 mm graded stone aggregate) as in ,bond stone including necessary formwork complete all as specified and as directed. |
| 12 | M & L for boulder filling dry, handpacked tightly, as in wire crate apron bunds (Wire crate measured separately) complete all as specified and directed. |
| 13 | M&L for brickwork with sub class 'B' bricks, straight or curved on plan exc 6m mean radius, built in cement mortar 1:6 complete all as specified and directed. |
| 14 | All as per item No 12 but except bricks complete all as specified and directed. |
| 15 | M/L PCC (1:2:4) type B1 using 20mm graded stone aggregate as in benching of drain complete all as specified and directed. |
| 16 | Use and waste of formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) offoundation and plinth beams; and similar work; vertic complete all as specified and directed. |
| 17 | Taking down cement plaster of any description from brick wall surfaces etc including racking out joints and hacking for key, scrubbing down with water etc complete all as directed. |
| 18 | M&L for rendering 15mm thick in CM 1:4 on fair surfaces of brick ,concrete surfaces finished even and smooth complete all as specified and directed. |
| 19 | Supply only intergral water proofing compound complete all as specified and directed. |
| 20 | Preparation of newly plastered surfaces of walls and applying two coats of cement base paint complete all as specified and directed. |
| 21 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement including forms moulds, mitered /stopped ends etc complete all as specified and directed. |
| 22 | S&F in repair 110 mm PVC (SWR) pipe single socketed in any length with rubber ring joints, fixed to walls complete all as specified and directed. |
| 23 | S&F in repair 300 mm Reinforced concrete pipes, class NP2, laid and jointed complete with collars complete all as specified and directed. |
| 24 | M&L Reinforced cement concrete (nominal mix) Type B1 1:2:4 (20 mm graded aggregate) in Slabs Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilaster and buttresses complete all as specified and directed. |
| 25 | Use and waste of formwork to Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilaster and buttresses complete all as specified and directed. |
| 26 | M&L for reinforcement TMT bars 10mm dia and over cut to length, bent to shape reqd including cranking bending and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. Please Enable Macros to View BoQ information |
