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| 1 | Dismantling offencing wire, any type complete all as specified and directed. |
| 2 | Demolition of cement concrete (unreinforced) in ground floors and paving not exceeding 15cm thickness (below or above ground level) complete all as specified and directed. |
| 3 | Dismantling wrought iron or mild steel work of any description not otherwise provided forof any descriptioncomplete all as specified and directed. |
| 4 | Demolition of RCClime concrete any description and in any position not otherwise specifically provided for all spd |
| 5 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, complete all as specified and directed. |
| 6 | M&L PCC 1:2:4 type B-2 (using 40mm stone aggregae) in foundations, filling and mass concrete complete all as specified and directed. |
| 7 | S&F MS Framed work as in door or gate of angle or other section with gusset plate rail, braces extrawith for ornamentaland intricate design etc complete drilled for fixing of steel sheeting or other covering door extrato be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete Fe-410-W(Gde E-250 quality B) ends of bars shouldered and/or riveted,or forged into spikes; framed guard bars; barred iron doors;ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165complete all as specified and directed. |
| 8 | S&F MS plain steel sheet thickness 8mm forcyllinderical water tanks fabrication at siteand similar work con- forming to Fe.290.Gde-E-165complete all as specified and directed. |
| 9 | Fixing only chain link fencing including line wires, any mesh, size and type to any typeof standards, rails, straining bolts, etc including provission of binding wire. |
| 10 | Supply only Chain link MS galvanisd fencing, any size or type. |
| 11 | Taking down cement plaster on brick or stone walls etc incl ranking out hoints hacking for keys scrubbing down with water etc. |
| 12 | Demolition of brick work or stone masonary built in cement mortar including all quoins arches pillars etc all as directed but excluding ashlar facings, dressed stone work and precast concrete articles complete all as specified |
| 13 | Brick work with sub-class \"B\" bricks, straight or curved on plan exc 6 m mean radius built in cement mortar 1:6 complete all as specified and directed. |
| 14 | M&L for walling or random rubble, uncoursed well bounded bedded and solidly hearted, built in cement mortar 1:6. Complete all as specified and directed by Engineer-In-Charge. |
| 15 | M&L Brickwork with subclass \"B\" bricks, straight or curved on plan to any radius in half brick thick walls, built in CM 1:6complete all as specified and directed. |
| 16 | M&L for rendering 15mm thick on fair faces of brick work on concrete surfaces in CM 1:4 finished even and smooth without using extra cement all as specified. (using integral liquid water proofing compound which will be paid separately) |
| 17 | M&L rendering 15mm thickincement mortar1:6 on fair faces of brick work or concrete surfacesfinished even and fair complete all as specified and as directed. |
| 18 | M&L Cement concrete 1:3:6 type C-2 asin surface channels and drainscomplete all as specified and directed. |
| 19 | M&L for Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240complete all as specified and directed. |
| 20 | M&L in repair for Pre- painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified |
| 21 | M&L for 75mm thick Cement concrete type D- 2, 1:4:8 (40mm graded aggregate) of rough and even surface complete all as specified and directed by Engineer-in-charge. |
| 22 | M&L for 75mm thick Cement concrete type B-1, 1:2:4 (12.5 mm graded aggregate) as in flooring finised even and fair w/o using extra cement. Complete all as specified and directed by Eng-In-Charge. |
| 23 | M&L forKota stone slabs, 20mm to 25mm thick, machine cut as in flooringof size not less than 0.25 Square metre each, set and jointed in cement slurry and pointed in cement mixed with pigment to match the shade of slab laid over & including screed bed of 15 mm thick in cement mortar (1:4)including rubbing, cutting and polishing (mirror type), complete all as specified. |
| 24 | Taking down Chowkhats or frames not exc. 1.5 sq. m eachwith shutters (without taking off shutters from the frames) |
| 25 | Taking down Chowkhats or framesexc. 1.5 sq. m but n.exc 4.00 Sqm eachwith shutters (without taking off shutters from the frames) |
| 26 | S&F 2nd class Hard wood plain soild,straight chowkats and frame wrought, framed rebated on soild,rounded or chamfered,put together with pinned at joints all as spd. |
| 27 | S&F 35mm thick factory madeFlush shutters, solid core construction, with block board core and plywood face panels, commercial type on both sidescomplete all as specified and directed. |
| 28 | S&F 35mm thick 2nd class hard wood glazed and skeleton shutters, open rebated and prepared to receive glass, gauze etc (without sash bars) edges of framing plain, chamfered or rounded, fitted without and mitred beads for securing glass or gauge etc all as specified in SSR Pt 1sec-8.24(a) all as specified. |
| 29 | S&F 30mm thick 2nd class hard wood glazed and skeleton shutters, open rebated and prepared to receive glass, gauze etc (without sash bars) edges of framing plain, chamfered or rounded, fitted without and mitred beads for securing glass or gauge etc all as specified in SSR Pt 1sec-8.24(b) all as specified. |
| 30 | S&F Galvanised mild steel wire cloth, 0.63mm nominal dia of wire and average width of aperture 1.40mm and fixed with tinned tacks, or galvanised wire staples |
| 31 | S&F in repair Galvanised mild steel wire cloth, 0.63mm nominal dia of wire and average width of aperture 1.40mm and fixed with tinned tacks, or galvanised wire staples |
| 32 | M & L sheet glass ordinary quality 3.00 mm thick and glazing with oil putty in square n exc 0.50 sqm in each panes fixed to steel or wooden window frames |
| 33 | S&F 100mm size Butt hinges, mediam weight, cold rolled mild steel, and fixed |
| 34 | S&F 75mm size Butt hinges, mediam weight, cold rolled mild steel, and fixed |
| 35 | S&FMild steel barrel tower bolts, stove enamelled black, with bright bolt and fixed 150mm size. |
| 36 | S&FMild steel barrel tower bolts, stove enamelled black, with bright bolt and fixed 100mm size. |
| 37 | S&F mild steel pressed handle over a type stve enameled black 150mm size. |
| 38 | S&F mild steel pressed handle over a type stve enameled black 100mm size. |
| 39 | S&f Aluminium handles, cast type, anodised 150mm size |
| 40 | S & F in repairpartition wall of powder coated aluminiumhollow sections members of size 63.50 mm x38mmx 1.48mm thick withdistance of vertical hollow section 1.2M to 1.8 M and 1.2 mtr height wallhaving top rails ,bottom rails and middle rail of size 63.50 mm x38mm x 1.48 mm and upto middle rail wall panels shall be covered by 12mm thick prelaminated particle board ,interior grade both sides with decorative choice laminations , fixed into the wall with aluminium clip and bolt, top hight of middle rail shall be 1 meter from floor and portion above middle rail shall beprovided with figured glass5 MM thick fixed with aluminium stiprs/beadings with rubber gasket, sketch plan of wall as per existing or as provided , included taking down old damaged partiton by the Engineer-in-Charge compelte all as specified and directed |
| 41 | S & f Steel rolling shutters, with out ball bearing, as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer; erected in position as indicated, complete: push pull or manual type thickness of lath 1.00 mm all as spd and directed |
| 42 | Fixing only Steel rolling shutters, with out ball bearing, as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer; erected in position as indicated, complete: push pull or manual typeany thickness |
| 43 | S&F in repairs galvanized two strand steel barbed wire 2.24mm dia barbed with 2.00mm dia barbs at 75mm spacing and straining and fixing to any type of standard rail straining bolts incl. securing or tying at crossing with and provision of galvanized mild steel wire staples or steel pin etc as directed (Each line of wire to be measured) |
| 44 | Preparation of new steel surface, not other described over 10cm width or grith two coat of synthetic enamel paint over a coat or red oxide including as specified |
| 45 | Material and labour, preparation of old painted steel/woodensurfaces of any description, not otherwise described, over 10cm width or girth, applying one coat of synthetic enamel paint, complete all as specified and directed. |
| 46 | M&L for complete removal of old mtrl from plastered surface and applying one coat ofasian primerand two coats of weather proof emultion paint for wall ,facia, chajja, and roof projection etc all as directed by Engr-in-Charge. |
| 47 | Preparation surfaces, plastered or unplastered old surfaces on wall and applying two coats of cement base paint complete all as specified and directed. |
| 48 | Preparation of old painted surfaces of any descriptoin, not otherwise described, over 10cm witdth or girth and applying one coat of synthetic enamel paint on steel and iron surfaces |
| 49 | Note:- Schedule of credit Rs.43150.00will be deducted from total amount quoted while accepting the bid. Details of schedule of credit is given in tender documents. |
