|
| 1 | Demolition of cement concrete (un-reinforced) in ground floors and pavings not exceeding 15 cm thickness below or above ground level complete all as specified and directed by Engineer-in-Charge. |
| 2 | M&L Excavation in trenches not exe 1.5 m width or depth and getting out in any type of soil completed all as specified and directed. |
| 3 | Taking down cement plaster including racking out joints, hacking for key & scrubbing down with water etc complete all as specified and directed by Engineer - in - Charge. |
| 4 | M&L for cement concrete (1:3:6) type D-2 using 20mm graded stone aggregate in foundation and filling around fencing post complete all as spd & directed .(Deduction for the portion of fencing post/strut embeded in concrete shall be made) complete al as spd and directed |
| 5 | S&F steel work in tubular trusses including special shaped washer etc.as in post,rafter and purlin complete using ERW or induction butt welded tubes confirming to IS 1161-1979 complete all as spd as directed |
| 6 | S&F Pre-coated galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of an colour having tensile strength of 550 mpa as in roof covering / cladding to wall, fixed with self tapping screws complete all as spd as directed |
| 7 | M&L for Brick work with Sub class B bricks, straight or curved on plan exc 6m mean radius, built in CM 1:4. |
| 8 | M & L RCC Nominal mix M-25 Beams, cantilevers, bressummers, lintels over 1.5m span |
| 9 | M & L Mild steel bars 10 mm dia and over, cut to length, bent to shape required, including, cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips. |
| 10 | M & L Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup-ports, overhangs, etc also splays between floors and beams, etc. |
| 11 | M&L for Rolled sections as in framing for cladding, glazing, welded wire mesh and the like fixed with angle cleats and connecting plates, etc (Beam, tee, angle channel or flat sections) including distance pieces, cleats etc Fe-410- W(Gde- E-250) quality- B. complete all as specified and directed. |
| 12 | S&F welded steel wire fabric weight n. exc. 4kg/sqm to wood or steel members complete all as spd &directed |
| 13 | M & L for Providing, cement concrete type B1 (1:2:4) 20 mm graded stone aggregate coping in roof kerbs or mud stops, rounded or chamfered on edges complete |
| 14 | S & F for Steel rolling shutters 1.00 mm thick, with ball bearing, as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer; erected in position and grouting in existing RCC as indicated, with gear operated type with bevel gear box and crank handle. |
| 15 | S & F fixing Chicken wire mesh with nails cleats and washer in RCC/Brick on wall surface complete all as specified. |
| 16 | M&L for Rendering 15 mm thick on fair or other than fair faces of brick work or concrete surfaces 1:6, complete all as specified and directed. |
| 17 | M & L applying two coats of cement based paint with primer on newly plastered wall surface including preparation of surfaces, complete all as specified. |
| 18 | M & L applying two coats of cement based paint on old plastered wall surface including preparation of surfaces, complete all as specified. |
| 19 | M & L applying two coats of white wash on old plastered cieling surface including preparation of surfaces, complete all as specified. |
| 20 | M&L preparation new or previously untreated steel surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over and including one coat of red oxide zinc chrome primer complete all as specified and directed by Engineer-in-Charge. |
| 21 | Demolition of brickwork built in Cement Mortar or cement line mortar including all quicrs arches, pillars, etc but excluding ashlar facings, dressed stone work and precast concrete artcles complete all as specified and directed. |
| 22 | Taking down cement plaster including racking out joints, hacking for key & scrubbing down with water etc complete all as specified and directed by Engineer - in - Charge. |
| 23 | Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for |
| 24 | M&L for Brick work with Sub class B bricks, straight or curved on plan exc 6m mean radius, built in CM 1:4. |
| 25 | M&L for Rendering 15 mm thick on fair or other than fair faces of brick work or concrete surfaces 1:6, complete all as specified and directed. |
| 26 | M & L for two coat of Exterior emulsion over a coat of primer incl. all new preparation complete all as specified and directed |
| 27 | S&F for Hand rails, half round or other stock section or core for hand-rail sraight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to seps including embeding in concrete and screwing etc. wind ties for roof including securing bolts posts and struts in fencing including cutting top to shape as directed, drilled holes, notching for wire etc.; flat iron fillets( for securing wiremess etc) including all necessary drilling, bolting riveting, etc. and similar work conforming to Fe-290 Gde E-165 |
| 28 | M & L for Preparation of new steel surface and applying of two coat of synthetic enamel paint over a coat of red-oxide on newly steel surface |
| 29 | S&F in repair 600 mm dia CONSEC-ZAL Super Razor punched barb tape (SRBT) BTO-22 Aluminium base helix coil with and including necessary GI fixing clips for securing complete all as specified and as directed with following specifications :-(i) Dia of coil (unstretched) - 600 mm(ii) No. of circles - 51 turn per coil.(iii) Weight of each coil with hessain pack - 8.50 Kg(Minimum)(iv) Coverage per coil - 6 RM(v) Central core wire - Made from 2.60 mm dia GI - HTSS wire as per IS- 4454 galvanised as per IS -2629 .(vi) Razor punched strip Razer punched tape is CONSECZAL steel comprising of aluminium base with zinc alloy @ 230 gm/Sqm conforming to ASTM A-792/A-792M with additional primer treated of Epoxy/Polyurethane and final paint top coat of Caulified green shade ( BSL -139 ) by Hot Dipping process .Note :- Running length of the wall shall be measured for the payment purpose. |
| 30 | S&F in repair Galvanished. 2 strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacingsand straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossing with and provision of galvanished mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) |
| 31 | M & L RCC Design mix M 25 Beams, cantilevers, bressummers, lintels over 1.5m span |
| 32 | M & L RCC Design mix M 25 columns, pillars, piers posts and struts |
| 33 | M & L Mild steel bars 10 mm dia and over, cut to length, bent to shape required, including, cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips. |
| 34 | M & L Mild steel bars 5 mm to 8 mm dia and over n exc 10mm, cut to length, bent to shape required, including, cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips. |
| 35 | M & L Formwork to sides of pillars, posts, struts, piers, columns and stanchions |
| 36 | M & L Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup-ports, overhangs, etc also splays between floors and beams, etc. |
| 37 | M & L for two coat of Exterior emulsion over old plastered wall surface incl preparation complete all as specified and directed |
| 38 | M&L preparation old treated steel surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint complete all as specified and directed by Engineer-in-Charge. Please Enable Macros to View BoQ information |
