|
| 1 | Demolition of brick work built in cement mortar including all quions, arches, pillars etc. all specified and directed |
| 2 | Old size Brick work with sub class B brick straight or curved on plan to any radiusin CM 1:4 complete all as specified and directed. |
| 3 | Ditto all as per item No.2here in before But except bricks |
| 4 | Taking down cement plaster of any description including raking outjoints, hacking for key, scrubbing down with water etcall as specified and as directed. |
| 5 | Rendering 15mm thick cement plaster with cement mortar(1:4) with water proofing compound onfair finishes of brick work or concrete surface of roof slab, to be finished even and smooth(without using extracement ) all as specified and directed. |
| 6 | Preparation of newplastered and unplastered surfaces of walls and applying two coat of cement based paint over alkali resistant priming paint, complete all as speicfied and directed. |
| 7 | Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion in concrete, brick work, masonry etc and making good disturbed ground, complete all as specified.Notes :- This item shall also include the demolition of foundation concrete/hard core and taking out the posts and struts carefully and removing the same from site. |
| 8 | Mild steel work conforming to Fe 290 Gde E-165 as in posts and struts etc in fencing including cutting tops to shape as directed, drilling holes, notching for wire, flat iron fillets (for securing barbed wire etc) including all necessary drilling, bolting or riveting etc and similar work complete all as specified and as directed. |
| 9 | Demolition of cement concrete(unreinforced) in ground floor and in paving not exceeding 15 cm thickness (below or aboveground level) complete all as specified and as directed. |
| 10 | RCC1:2:4 type B1 using (20mm graded crushed stone aggregate) as in foundations including rafts, footings, foundation beams, plinth beams, bases of columns etc. complete all as specified and directed . |
| 11 | TMT bars, 10mm dia and over, cut to length, bent to shape required including cranking, bending spirally or hooping for column, hooking ends and binding with and including mild steel wire(annealed) not less than 0.90mm dia complete all as specified and as directed. |
| 12 | Ditto ,but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binder. |
| 13 | Formwork to sides and soffits/faccia of floor or roof beams, beam haunchings, girders, bressummers, lintels, chajja, cantilevers, shelves including sup- ports, overhangs, etc. complete all as specified and directed. |
| 14 | MIild steel Framed work such as grills, gratings, etc.. with 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-165. |
| 15 | Preparation new steel and iron surfaces of any description, not otherwise described over 10cm width or girth and applying two coats of synthetic enamel paint over one coat of red oxide zinc chrome primer, complete all as specified and as directed. |
| 16 | Preparation ofold steel surfaces of any descriptionexc 10 cm width or girth, and applying one coat of synthetic enamel paint complete all as specified and directed |
| 17 | PCC 1:2:4, type, B-1 (using 20mm graded crushed stone aggregate), as in coping, benching, plinth band, bed block, PCC blocks for hold fast including rounded or chamfered angle as directed including necessary form work etc., complete all as specified and directed. |
| 18 | Galvanised 2 strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacing and straining and fixing to any type of standard rails straining bolts, including, securing or lying at crossing with and provision of galvanised mild steel wire, staples or steel pins etc,(each line wire to be measured) fixed in repair complete all as specified |
| 19 | S&F in repair Concertina coil 600mm dia / 56 loops / 2.5 mm core wire,Coil Diameter: 600 mm, Type of Strip: Heavy Galvanised (IS:1703), Type of Core wire: Heavy Galvanised (IS:280-2006), Core wire Diameter: 2.50 mm Dia,Zinc Coating to Strip: Minimum 200 GSM/sqmm, Zine Coating on wire: Minimum 275 GSM/sqmm (IS 6745-1972 reaffirmed 2006), Tensile Strength of wire 1400-1500 N /sqmm, Weight: 6-8 Kg per RM (± 5%), Number of Loops: 56. Blade Length: 22 MM, Barb Profile: Medium Blade (MBBT), Distance Between Barb. 35 mm, Stretchable length 10-12 mtrs,Type of clip: Hardened Steelin Galvanised steel, complete all as approved by GE and Specified & directed |
| 20 | Restraining & Resecuring Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails strain- ing bolts, including, securing or tying at crossings with and provision of galvanised mildsteel wire, staples or steel pins, etc.complete all as specified & as directed (each line wire to be measured). |
| 21 | Surface excavation n exc 30cm deep and averaging 15 cm any type of soil all as specified and directed. |
| 22 | Hard core of Broken stone boulder of guage exc 63mm but n exc 100mm deposited, spread and levelled in layers n exc 15cm thick watered and rolled/rammed to a true surface all as specified and directed. |
| 23 | 100 mm Plain Cement concrete type D2 1:4:8 (using 40 mm graded crushed stone aggregate) as in sub base complete all as specified and directed. |
| 24 | Sand cushion in flooring below interlocking tiles complete all as specified and directed( laid in layers 25 mm thick) |
| 25 | Machine pressed precast concrete interlocking paver block (ISI marked) any shape and size confirming to IS 15658-2006 of 60mm thickness with grey cement and pigment M35 Grade, complete all as approved and specified and directed. |
| 26 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, leve and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete. Note :- Form work required for these items included in the unit rate of this item. |
| 27 | Removing excavated material n.exc 50 mtr and depositing where directed at a level n.exc 1.5 mtr above the starting point, complete all as specified and directed. |
| 28 | Excavation in post holes each not exceeding 0.5 cum getting out in any type of soil, returning, filling in, including spreading, leveling, watering and well ramming earth or broken rubble mixed with earth around in layers not exceeding 25cm, watering, complete all as specified. |
| 29 | Plain cement concrete 1:3:6 type C-2 (40mm graded crushed strone aggregate) as in foundations, filling and mass concrete for filling post holes, complete all as specified. |
| 30 | Supply and fixing MS galvanised coated chain link fencing n exc4.0Kg per sqm with size of mesh 100x100mm and thickness of wire n.exc 3.15mm including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wireall as specified and directed.Note:-Type / size of fencing holes / dia of chain link fenching shall be as approved by GE. The weight of chain link fencing shall be calculated for payment as per actual weight as approved by GE. Flat iron, nut bolts etc paid separately under respective item as supply only. |
| 31 | Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire, complete all as specified and directed. |
| 32 | M S screw bolts (machine made ) of 10 mm dia with hexagonal or square head at one end and other screwed the other , each screwed end to be fitted with washers and nut,n. exc 5cm long & dia 5 to 10mm, complete all as speciified and directed. |
| 33 | Preparation of newuntreated steel surfaces of any description not exc 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer, complete all as specified and directed. |
