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| 1 | Demolition of Brickwork or stone/boulders masonry built in any cement mortar complete all as specified and as directed by the Engr-in-charge. |
| 2 | M&L for precast cement concrete type C1 1:3:6 (using 20mm graded aggregate) block masonry with soild block, exc 10cm width and setting in CM 1:6 complete all as specified and as directed by Engr-in-Charge. |
| 3 | All all as per item No 02 here-in-before but except solid block complete all as specified and as directed by the Engr-in-charge. |
| 4 | M&L for stone masonry walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, bulit in CM 1:4 complete all as specified and directed by Engr-in-Charge. |
| 5 | All all as per item No 04 here-in-before but except stone complete all as specified and as directed by the Engr-in-charge. |
| 6 | Taking down cement plaster on Brick or concrete surfaces incl racking out joints hacking for key scrubbing down with water etc complete all as specified and directed by Engr-in-Charge. |
| 7 | M&L for rendering 15mm thick in CM 1:6 on fair faces of brick work or concrete surfaces, finishing even and smooth without using extra cement complete all as specified and directed by Engr-in-Charge. |
| 8 | M&L for rendering 15mm thick in CM 1:6 on stone masonry surfaces on other than fair face of brick-work or one side lathing, finishing even and smooth without using extra cement complete all as specified and as directed by the Engr-in-charge. |
| 9 | M&L for preparation of new plastered surfaces on walls and applying two coats of cement based paint over a coat of primer complete all as specified and directed by Engr-in-Charge. |
| 10 | M&L for raking out joints/pointing to to stone sett paving, anydescription in cement mortar complete all as specified and directed by Engr-in-Charge. |
| 11 | M&L for raised pointing to random or polygonal rubble, uncoursed or brought upto courses built in CM 1:4 complete all as specified and as directed by Engr-in-Charge. |
| 12 | Demolition of un-reinforced cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed by Engr-in-Charge. |
| 13 | M&L for plain cement concrete Type B-1, 1:2:4 (using 20 mm graded aggregate) cast in situ as in copings, bed plates, kerbs and the like including weathering, slightly rounded or chamfered angles & throating and use of form work complete all as specified and directed by Engr-in-Charge. |
| 14 | Dismantling post or struts (wood, steel or RCC) any section, including taking out embedded portion in concrete or brick work and making good the disturbed ground complete all as specified and directed by Engr-in-Charge. |
| 15 | S&F MS joists, channel, angle or tee sections fixed independently with out connecting plates confirming to Fe 290 (Gde E-165) complete all as specified and directed by Engr-in-Charge. |
| 16 | S&F MS work in wind ties, posts and struts in fencing screwed or welded to shape as directed, including all necessary drilling holes, notching for wire, etc. flat iron fillets( for securing wire mesh) including all necessary drilling, bolting or riveting etc and similar work confirming to Fe- 290 Grade E-165 complete all as specified and as directed by the Engr-in-charge. |
| 17 | Excavating in post holes or similar holes, each not exceeding 0.5 Cum, getting out in Hard/ Dense soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance n. exc 50m and making good surface complete all as specified and directed by Engr-in-Charge. |
| 18 | M&L for PCC Type D-2, 1:4:8 (using 40 mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed by Engr-in-Charge. |
| 19 | M&L for PCC Type B-1, 1:2:4 (using 20 mm graded granite stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed by Engr-in-Charge. |
| 20 | Dismantling fencing wire mesh/fencing any type complete all as specified and directed by Engr-in-Charge. |
| 21 | Supply only chain link mild steel galvanised fencing, any size or type wt not less than 3 Kg per Sqm of standard, rails, straining bolts including provision of binding wire etc complete all as specified and as directed by Engr-in-Charge |
| 22 | All all as per item No 21 here-in-before but fixing only except materials complete all as specified and as directed by the Engr-in-charge. |
| 23 | S&F in repairs galvanized, 2 strand, steel barbed wire 2.24 mm dia, barbed with 2mm dia, barbs at 75mm spacing and straining and fixing to any type of standard rails straining bolts, including securing or tying at crossings with and provision of galvanized mild steel wire, staples or steel pins etc complete all as specified and directed by Engr-in-Charge. |
| 24 | S&F Mild steel screw bolts of 5 to 10mm diameter of shank (machine made) with hexagonal or square heads at one end and screwed the other, each screwed end to be fitted with washers and one hexagonal or square nut, exceeding 5cm and not exceeding 10cm long complete all as specified and directed by Engr-in-Charge. |
| 25 | Dismantling Structural steel work including doors, gates but excluding framed truss etc complete all as specified and directed by Engr-in-Charge. . |
| 26 | S&F Fe-290 (Gde E-165) Framed work as in ornamental door or gates of angle or other section with gusset plates rails, braces etc, complete, drilled for fixing of steel sheeting or other covering. Doors, etc to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fiting (exclusive of steel sheeting or other covering, running rails and guides) and hanging, also fastening and fixing complete all as specified and directed by Engr-in-Charge. |
| 27 | S&F in reapair 1.25mm thk mild steel, plain, black sheet in wall cladding, steel gates and similar work, cut to size, holes punched, including round headed screw, clouts nails or rivets and fixed to wood or steel framing with plain 40mm lap joints with riveted or welded seams, including bending or turnning up, mitred angle etc as required complete all as specified and directed by Engr-in-Charge |
| 28 | Demolition of cement concrete (reinforced) of any description and in any position not otherwise specifically provided for (reinforcement cut as required to facilitate emolition) complete all as specified and as directed by the Engr-in-charge. |
| 29 | Excavation over area exc 1.50m but n.exc 3.00m deep and getting out in hard / dense soil complete all as specified and as directed by the Engr-in-charge. |
| 30 | M&L for PCC 1:4:8 type D2 (using 40mm graded stone aggreagte) as in foundation filling, sub base and mass concrete or similar works complete all as specified and as directed by the Engr-in-charge. |
| 31 | M&L for mild steel TMT bars 10mm and over in dia,cut to length bent to shape required,including cracking,bending spirally for hooping for columns,hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed by the Engr-in-charge. |
| 32 | M&L for mild steel TMT bars 5mm dia and over upto and including 10mm dia as in stirrups, spacers and binders complete all as specified and as directed by the Engr-in-charge. |
| 33 | Form work to sides of concrete fdn footing base of columns and raft beams sides and soffits (if any) of fdn and plinth beams and similar wk vertical or to batter for rough finished surfaces complete all as specified and as directed by the Engr-in-charge. |
| 34 | Form work to sides of pillars, post, struts, piers, columns ans stanchions in rough finished surfaces Square, rectangular or polygonal complete all as specified and as directed by the Engr-in-charge. |
| 35 | M&L for reinforced cement concrete mix 1:1.5:3 (using 20mm graded stone aggregate as in foundations incl raft footing, foundations beams, plinth beams, bases for column etc, basement slabs under rammed piles and mass concrete complete all as specified and as directed by the Engr-in-charge. |
| 36 | M&L for reinforced cement concrete mix 1:1.5:3 (using 20mm graded stone aggregate) as in Columns, pillars, piers, posts and struts complete all as specified and as directed by the Engr-in-charge. |
| 37 | Returning filling incl spreading leveling watering and well ramming in layers not exceeding 25 mm in any type of soil complete all as specified and as directed by the Engr-in-charge. |
| 38 | Removing excavated material not exc 50m and depositing where directed at a level nexc 1.50m above the starting point etc complete all as specified and as directed by the Engr-in-charge. |
| 39 | M&L for preparation of old steel and iron surfaces of any description, not otherwise described, over 10 cm width or girth and applying one coats of synthetic enamel paint complete all as specified and as directed by the Engr-in-charge. |
| 40 | M&L for preparation of new or previously untreated steel surfaces of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by Engr-in-Charge. |
| 41 | M&L for preparation of new or previously untreated concrete surfaces of any description and applying two coats synthetic enamel paint over a coat of priming paint complete all as specified and directed by Engr-in-Charge. |
| 42 | Note : Deduction for amount of Rs. 66932.50 as listed in Schedule 'A' Part-II (Schedule of Credit) shall be made while awarding of contract. Please Enable Macros to View BoQ information |
