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| 1 | Demolition of Brickwork or stone/boulders masonry built in 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 as per Srl Item No.2 above but except PCC Blocks complete all as specified and as directed by 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 as per Srl Item No.4 above but except Stone complete all as specified as directed by Engr-in-Charge. |
| 6 | Taking down cement plaster from 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 1:4 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 1:4 on fair faces of stone masonary surfaces, finishing even and smooth without using extra cement complete all as specified and directed by Engr-in-Charge. |
| 9 | 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. |
| 10 | M&L for preparation of new plastered surfaces of walls and applying two coats of cement based paint over a coat of primer complete all as specified and directed by Engr-in-Charge. |
| 11 | 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. |
| 12 | M&L for PCC Type B-1, 1:2:4 (using 20 mm graded granite stone aggregate) cast in situ as in copings, bed plates, kerbs and the like including weathering, slightly rounded or chamfered angles & throating incl use of form work complete all as specified and directed by Engr-in-Charge. |
| 13 | 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. |
| 14 | Excavating in post holes each n.exc 0.5 cum & getting out incl returning filling in and ramming earth or broken rubble mixed with earth around in layers not exc 25 cm watering and removing surplus soil to a distance n.exc 50 m and making good surface complete all as specified and as directed by the Engr-in-charge. |
| 15 | M&L for PCC 1:3:6 type C-2 (using 40 mm graded aggregate) as in post/strut fdn or similar works complete all as specified and as directed by the Engr-in-charge. |
| 16 | Dismantling wrought iron or mild steel work of any description in any position complete all as specified and as directed by the Engr-in-charge. |
| 17 | M&L for MS work conforing to Fe-410-0 of Fe-310-0 Grade for fencing posts and struts in fencing including cutting bending top to shape incl drilling holes for fixing of fillet on back side of fencing post and flat iron of required size for fixing clamps or support to chain link fencing, stifners etc fixed with nut and bolts complete and all as specified and directed by Engr-in-Charge. |
| 18 | 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. |
| 19 | S&F in repair 1.25mm thk MS, 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. |
| 20 | S&F in repairs, Galvanised 2 strand steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacings & straining and fixing to any type of post including screwing or tying at crossings with and provision of galvanised mild steel wire, staples as directed including taking out existing damaged barbed wire complete all as specified and as directed by the Engr-in-charge. |
| 21 | Dismantling chanlink fencing of any gauge & size not exceeding 4 Kg/Sqm complete all as specified and as directed by the Engr-in-charge. |
| 22 | 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. |
| 23 | All all as per item No. 22 here-in-before but fixing only except materials complete all as specified and as directed by the Engr-in-charge. |
| 24 | S&F Mild steel screw bolts (machine made) 5 ot 10mm dia of shank with hexagonal or square heads at one end and screwed at other, each screw end to be fitted with washers and one hexagonal or square nut exc 5cm but n exc 10cm long complete all as specified and as directed by the Engr-in-charge. |
| 25 | S&F Barbed razor tap concertina coil SG hot galvanised spring tensile wire manufactured by M/S Special Steel Ltd or M/S Super Fence or M/S Global Engg or other equivalent make as approved by GE of UTS 145 to 150 Kg/mm2 and dia of coil when stretched 610mm having minimum number of circles 10/RM, minimum number of clips 25/RM & minimum weight of coil 1.625Kg/RM hot dip galvanised including taking out existing damaged concertina coil complete all as specified and directed by Engr-in-Charge. |
| 26 | Only restraining and resecuring of barbed wire including removal & refixing of concerntina coil/ barbed wire wherever required in single/double security fencing/on security wall complete all as specified and as directed by the Engr-in-charge. |
| 27 | 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. . |
| 28 | Dismantling of Stone sett paving of any description or thickness in floors, aprons etc. laid dry or laid dry and pointed complete all as specified and directed by Engr-in-Charge. |
| 29 | M&L for machine pressed precast concrete interlocking paver block any shape and size conforming to IS 15658-2006 of 60 mm thickness, M-35 Grade with grey cement and pigment over 25mm thick sand cushion complete all as specified and directed . (Note- Sand cushion measured and paid seperately)Make : Jullay, Ladakh, Ultra |
| 30 | M&L for Sand filling under floors or in foundation including watering and consolidation complete all as specified and directed by Engr-in-Charge. |
| 31 | Demolition of stone slabs and tiles of any description or thickness in floors, aprons etc. laid, bedded and pointed in any mortar complete all as specified and directed by Engr-in-Charge. |
| 32 | M&L for granite work (table rubbed and polished) 18-20 mm thick as in steps, jambs, pillars, plateforms and like machine cut bedded and jointed & pointed with white cement and pigment to match the shade of granite stone incl grinding, polishing and moulding over 20mm thick screed bed or bedding layer in CM 1:4 complete all as specified and directed by Engr-in-Charge. |
| 33 | M&L for endura tiles, heavy duty, for high traffic 300x300x10mm thick, non skid, acid and scratch resistance laid over 15mm thick screed bed in CM 1:4 as in floor, set, jointed in neat cement slurry complete all as specified and directed by Engr-in-Charge. |
| 34 | Demolition of un-reinforced cement concrete in ground floors and pavings not exceeding 15cm thick (below or above GL) complete all as specified and directed by Engr-in-Charge. |
| 35 | M&L for Chequered cement concrete tiles 300x300x25mm thick, jointed and pointed in neat cement slurry in floors with grey cement and no pigment laid over 20mm thick screed bed in CM 1:6 complete all as specified and directed by Engr-in-Charge. Make:- Jullay, Ladakh, Ultra |
| 36 | M&L for 75mm thick PCC type D 2, 1:3:6 (using 40 mm graded stone aggregate) in sub base of flooring/ hard standing/plinth protection or similar works finished even and fair complete all as specified and directed by Engr-in-Charge. |
| 37 | M&L for 25mm thick PCC 1:2:4 type B0 (Using 12.5 mm graded stone aggregate) as in floors or similar works finished even and fair complete all as specified and directed by Engr-in-Charge. |
| 38 | Providing and laying factory made kerb stone of M-25 grade cement concrete in position to the reqd line, level and curvature, jointed and pointed in CM 1:3 including making joints with or without grooves, including making drainage opening where ever reqd complete all as specified and direction of Engr in charge. |
| 39 | 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. |
| 40 | Demolition of 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. |
| 41 | M&L for providing precast cement concrete Type B-1 (20 mm graded aggregate) 1:2:4 as in cover slabs shelves and similar articles with plane faces set in CM 1:6 complete all as specified and directed by Engineer -in-charge. |
| 42 | M&L mild steel TMT bars 10 mm dia and over cut to length, bent to shape required including cranking, bending spirally for hooping ends and binding with and incl mild steel wire (annelaed) not less than 0.90mm dia or securing with clips complete all as specified and directed by Engr-in-Charge. |
| 43 | Note : Deduction for amount of Rs. 43500.00 as listed in Schedule 'A' Part-II (Schedule of Credit) shall be made while awarding of contract Please Enable Macros to View BoQ information |
