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| 1 | Demolition of brick work or stone/boulder masonry, built in cement mortar incl. all quoins arches, pillars etc. but excluding ashlar facing, dressed stone work and precast concrete articles, complete all as specified and directed. Note: Contractor shall remove all the demolished materials including debries and clean the area as per the direction of Engr-in-Charge. No extra claim by the contractor for same. |
| 2 | Excavation in trenches not exc 1.5 m wide and not exc 1.5 m in depth for foundation etc or for shaft well desspits, manholes pier hols etc but not exc 10 Sqm on plan getting out in hard/dense soil complete all as specified and directed. |
| 3 | M&L for cement concrete 1:4:8 type D-2 using 40 mm graded crushed stone agg as in foundation/ mass concrete complete all as specified and directed. |
| 4 | M&L for brick work with old size sub class 'B' Bricks, straight or curved on plan to any radius built in cement and sand mortar 1:6 complete all as specified and directed. |
| 5 | Returning filling, including spreading, levelling watering and well ramming in layers n. exc 25 cm soft land/loose soil complete all as specified and directed. |
| 6 | Removal of excavated material (soil) n. exc 50 m and depositing where directed at a level n. exc 1.5 m above the starting point complete all as specified and directed. |
| 7 | M&L for RCC DESIGN MIX M25 (20mm graded aggregate) as in foundation, including rafts, footing, foundation beams, plinth beams, bases for columns etc basement slabs, under reamed piles and mass concrete all as specified and directed. |
| 8 | M&L for RCC DESIGN MIX M25 (20mm graded aggregate) as in Columns, pillars, piers, posts and struts all as specified and directed. |
| 9 | M&L for RCC DESIGN MIX M25 (20mm graded aggregate) as in Beams, cantilevers, bressummers, lintels over 1.50m span as specified and directed. |
| 10 | M&L for rendering 15mm thick in patches in cement mortar 1:6 on other than fare face of brick work or concrete surfaces and finishing the surface even & smooth without using extra cement all as specified and directed. |
| 11 | M&L for 15mm thick rendering in CM 1:6 on fair faces of brick or concrete surfaces finished even and smooth without using extra cement all as specified and directed. |
| 12 | M&L for preparation of new plastered or unplastered surfaces of walls, concrete surface and applying two coats of cement based paint, over a coat of chalk whiting all as directed. |
| 13 | M&L for joist channel angle iron or tee sections fixed independently without connecting plates etc as in posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting etc. and similar work conforming to Fe-290 Gde D-165 complete all as specified and directed. |
| 14 | M&L for preparation of new steel surfaces any description not otherwise described over 10 cm width or girth and applying two coat of synthetic enamelled paint over one coat of red oxide zinc chrome primer complete all as specified and directed. |
| 15 | M&L form work to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs etc also splays between floors and beams etc complete all as specified and directed. |
| 16 | M&L form work to sides of pillars, struts, piers, columns and stanchions surfaces finished rough surface square, rectangular or polygonal complete all as specified and directed. |
| 17 | M&L form work to sides of concrete foundations, footings base of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work, vertical or to better flat fair finished surface complete all as specified and directed. |
| 18 | M&L for forming square grooves in plaster n exc 10 mm deep and n. exc 10 mm on face complete all as specified and directed. |
| 19 | M&L for galvanised 2 strand, steel barbed wire 2.24 mm dia barbs at 75 mm spacings and straining and fixing to any type of standard rails straining bolts, including securing or lying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured ) complete all as specified and directed. |
| 20 | S&F concertina coil of reinforced punched (chrome rajor or blade wire) with barbed tap of 0.5mm thick galvanised steel sheet and core wire of dia 2.5mm high tensile steel wire complete all as specified and directed by Engr-in-Charge. |
| 21 | M&L for mild steel bars 10 mm TMT bars 10 mm dia and over cut to length and bend to shape required including crank in, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90 mm dia or securing with clips quality conforming to complete all as specified. |
| 22 | Ditto but 5 mm dia and over upto and including 10 mm dia as in stirrups, spacers and binders complete all as specified and directed. |
| 23 | M&L for framed work such as grills, grating etc with end of bars shoulders and/or riveted or forges into spikes frames guard bars, barred iron doors, ladders frame balusters walk way railing, framed work for water tank and similar work conforming to Fe -290, E-165 |
| 24 | M&L for providing temporary security wall of 3 metre height of 0.63mm thick CGI sheet supported with angle iron size 65x65x6 and 3mtr c/c distance for stretch/patch. CGI sheet may be re-used for providing temp wall prior to demolition of existing wall. The demolished area shall be cardon off properly by the CGI sheet specified above. In any case of damages of CGI sheet shall be replaced by the contractor. After completion the work, the material used for this item shall be property of contractor. The cost of CGI wall for complete wall deemed to included in same job, no extra claim in this regard by contractor. (The length of temporary wall shall be 210 mtr. ) Please Enable Macros to View BoQ information |
