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| 1 | Excavation in trenches not exc 1.50 m wide and not exc 1.50 m deep for foundation, laying of pipe or for shafts, wells cesspits, man holes, pier holes, laying of cable etc not exc 10 Sqm on plan and n exc 1.5m in depth and getting out in soft / loose soil complete all as specified and as directed. |
| 2 | Bringing approved earth (as approved by Garrison Engineer) from sources outside defence land including all costs such as royalty if any transportation taxes etc. for area filling / forming including raising earth spreading in layers not exc 30 cm thick each layer, watering, compaction with 8 tonne to 12 tonne power roller and finished to required size and shape etc, any high / depth from EGL. Notes:- (i) Earth required for the item shall be supplied by contractor out side MOD land of any lead at his own arrangement. (ii) All cost of procurement of earth including cost of transportation, compaction, royalties, tax etc. shall be deemed to be included in the unit rate quoted by the contractor. (iii) with reference to clause 3.6 of MES schedule Part-II on serial page no- 21 it is clarified that measurement of the above item shall be finished embankment/ traverse of filled earth after consolidation/ compaction and 5% deduction shall be made from measured and calculated volume to allow for increase in bulk. (iv) Extra Soil obtain from excavation of trenches shall be use as earth filling without any extra cost.(v) Total quantity/ partial of earth may not be available in Barrackpore area. The contractor shall bring the earth outside area it is advised to quoted the rate considering availability of soil and its lead involved complete all as specified and as directed. |
| 3 | Demolition of plain cement concrete in ground floors and pavings not exceeding 15 cm thickness (below or above ground level) complete all as specified and as directed. |
| 4 | Demolition of plain cement concrete in ground floors and pavings exceeding 15 cm thickness (below or above ground level) complete all as specified and as directed. |
| 5 | Supply and laying hardcore materials (Broken bricks) of size n.exc 63mm for loose filling to makeup depressions etc complete and deposited where as specified and as directed. |
| 6 | M&L for PCC 1:4:8 Type D-2 ( Using 40 mm graded crushed stone aggregate) as in foundation , filling, and mass concrete complete all as specified and directed. |
| 7 | M&L for 100 mm thick PCC 1:3:6 type C2 (using 40mm graded crushed stone aggregate) as in sub base complete all as specified and directed. |
| 8 | Demolition of reinforced cement concrete (reinforcement cut as required to facilitate demolition) of any description and in any position not otherwise specifically provided for all as specified and as directed. |
| 9 | M&L for RCC M-25 (design mix) (using 20mm graded crushed stone aggregate) as in foundation including rafts, footings, foundation beams, plinth beams, bases for columns etc complete all as specified and as directed. |
| 10 | M&L for RCC M-25 (design mix) (using 20mm graded crushed stone aggregate) as in columns, pillars, piers, posts and struts complete all as specified and as directed. |
| 11 | M&L for RCC M-25 (design mix) (using 20mm graded crushed stone aggregate) as in beams, cantilever, lintels over 1.5 m span complete all as specified and as directed. |
| 12 | M&L for RCC M-25 (design mix) (using 20mm graded crushed stone aggregate) as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like, complete all as specified and as directed. |
| 13 | M&L for RCC M-25 (design mix) (using 20mm graded crushed stone aggregate) as in drain walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and as directed. |
| 14 | supply and laying factory made kerb stone M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete.Note : Rate shall be inclusive of necessary excavation and embedding kerb stone in places duly packing sides as required and testing of random samples of Precast cement concrete (M-25) kerb stones. |
| 15 | M&L for Providing precast cement concrete louvres and jallies, 25mm thick (measured solid) using 1:3:6 , type B0 (using 12.5 mm graded crushed stone aggregate) set in CM (1:6) including all mould- ings but excluding frame complete all as specified and as directed. |
| 16 | Use and waste Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter rough finished flat surfaces of concrete complete all as specified and as directed. |
| 17 | Use and waste formwork to sides of pillars, posts, struts, piers, columns and stanchions (Square, Circular rectangular or polygonal) for rough finished flat surfaces of concrete complete all as specified and as directed. |
| 18 | Use and waste formwork to soffits and sides of suspended slabs such as roof slabs, floor slabs, landings sun shade, chajja, floors, roofs, landings, balconies etc., n exc 200 mm thick (horizontal or sloping) for rough finished surface of concrete complete all as specified and as directed. |
| 19 | Use and waste formwork to sides and soffits of floor or roof beams, beams haunchings, girders, bressumers, lintels over 1.5m clear span, cantilevers, shelves including supports overhangs etc also splays between floors and beams for rough finished flat surfaces of concrete complete all as specified and as directed. |
| 20 | Use and waste formwork to faces of wall, retaining walls, parapets, railing and similar work including attached pilasters, buttresses etc vertical or to batter for rough finished surfaces of concrete flat or curved complete all as specified and as directed. |
| 21 | Use and waste Formwork to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping, and similar work all exceeding 20cm wide for Rough finished surfaces of concrete complete all as specified and as directed. |
| 22 | M & L for mild steel TMT bars 10 mm dia and over cut to length, bent to shape as required including cranking, bending spirally for hooping for columns,hooking ends and binding with mild steel wire(annealed) not less than 0.9mm dia as in reinforcement bar complete all as specified and as directed. |
| 23 | M & L for mild steel TMT bars 8 mm dia cut to length, bent to shape as required including cranking, bending spirally for hooping for columns,hooking ends and binding with mild steel wire(annealed) not less than 0.9mm dia as in reinforcement bar complete all as specified and as directed. |
| 24 | M&L for mild steel TMT bars 8 mm dia and over upto and including 10mm dia cut to length, bent to shape required including cutting, cranking, hooking ends and binding with mild steel wire (annealed) not less than 0.90mm dia as in stirrups, spacers and binders complete all as specified and as directed. |
| 25 | Demolition of brick or stone masonry work built in cement mortar including all quoins, arches, pillars etc complete all as specified and as directed. |
| 26 | M&L for brick work with sub class ‘B’ bricks (locally available best quality) straight or curved on plan exceeding 6m mean radius, built in cement mortar 1:6 complete all as specified and as directed. |
| 27 | M & L for rendering 15 mm thick in cement mortar (1:4) on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement complete all as specified and as directed. |
| 28 | M&L for 18 to 20 mm thick granite (table rubbed and polished) in steps, jambs, pillars, window cills, cooking platform and the like including pointing in white cement 1:2 using granite dust with admixture of pigment to match with the shade of granite work including rounding of exposed edges of granite over and including 15mm thick backing coat in cement mortar 1:4 complete all as specified and as directed. |
| 29 | Providing edge moulding to 18-20mm thick granite of any type of counters vanities etc. including machine polishing to edge to give high gloss finish etc. complete all as specified and as directed. |
| 30 | M&L for lacquer coated, polished chequered cement concrete tiles in floor, area exc 0.06 Sqm but not exc 0.11 Sqm, 30 mm thick with white cement and pigments of approved make jointed with cement slurry and pointed with white cement mixed with colour pigment to match with the tiles over and including screed bed of 15 mm thick cement mortar (1:6) complete all as specified and as directed. |
| 31 | S&F 60mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design 7 pattern as in footpath, park, lawns, drive ways or light traffic parking etc. of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand complete all as specified and as directed. |
| 32 | S&F PVC (SWR) pipes, 110mm bore in any length as in weep hole complete all as specified and as directed. |
| 33 | Labour and machinery for lifting MS Tank weight 40 to 60 ton and positioning the same to new position as directed by E in charge. |
| 34 | S&F stainless steel backlit LED capital letter of size 12 inches including all necessary items required for fixing complete all as specified and as directed. Please Enable Macros to View BoQ information |
