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| 1 | CIVIL WORKS |
| 2 | Supplying, fitting and fixing punched tape concertina spiral coil of 50 turns per coil having core wire of 2.6 mm diameter made of h igh carbon spring steel of high tensile strength as per IS:4454 (Part-I, Grade-II) having minimum galvanising coating thickness equi valent to 230 grams per square metre and low carbon steel strip of 0.5 mm thickness having a series of barbes punched all along the length on both sides of the strip at regular interval as per IS:513, DD quality having minimum galvanising coating thickness of 12 m icrons. Hardness of tape should be between 137-180 VPN (Victor Penetration Number). The coil should be clipped sufficiently at regul ar intervals. The coil should not be stretched for more than 6.0 m length and the minimum diameter of the coil in the closed conditi on should not be less than 600 mm complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per dr awings, specifications and directions of the Engineer-in-Charge. |
| 3 | G.I. Barbed Wire Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines an d two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 Kg/100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. [Notes: (1) Cost of posts, struts, earth work and concrete work to be paid for separately. (2) Payment to be made per metre cost of total length of barbed wire used]. |
| 4 | Supplying, fabricating and fixing M.S. structural steel work made of joists, tubes, pipes, channels, angles, plates, flats, bars etc ., for struts, chain link fencing posts as per drawing includinggate, ladders, safety grills, walkways, collapsible gate, signboar ds, supports for cable trench, making slots for barbed line, wire hoisting, placing in position, embedding in concrete, applying twocoats of epoxy paint \"EPILUX 155\" High Build Enamel over a coat ofEPILUX 610 Primer of M/s Berger or any other approved equivalen t make as permanufacturer’s recommendation, complete in all respect including cutting to required size welding of joints, fixing a nchor plates,bolts, theading, nuts, washers, sleeves etc. and necessary lettering of approved pattern on main gate, signboards etc.c omplete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directio ns of the Engineer-in-Charge. (excluding the cost of concrete work).Modification of \"X\" frame of Boundry wall. |
| 5 | 12 mm cement plaster of mix : 1:4 (1 cement : 4 fine sand) |
| 6 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratch es etc. complete. |
| 7 | Finishing walls with Acrylic Smooth exterior paint of required shade : Old work (Two or more coat applied @ 1.67 ltr/10 sqm) on exis ting cement paint surface. |
| 8 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : Water thinnable cement primer |
| 9 | Lettering with black Japan paint of approved brand and manufacture. [Note: Unit \"EA\" shall mean \"PER LETTER PER CM HEIGHT\"]. |
| 10 | Providing and fixing at all heights, levels and locations colour finish Aluminium alloy roofing sheets of alloy IS designation 31500 , temper Hx8 conforming to IS:737 and dimensions as per IS:2676 with characteristics of good formability and corrosion resistance. T he profile sheets shall be fixed to truss members in slope or required pitch or curvature with Hex cap headed self drilling/ tapppin g stainless steel screws M6, 60 mm long with 3 mm EPDM seal washer etc. all inclusive of labour, scaffolding, T&P and sundries etc.c omplete as per directions of the Engineer-in-Charge. [Note: Cost of truss/ framework shall be paid separately under relevant item ofSOR]. |
| 11 | 0.56 mm, Aluminium colour coated troughed profile with centre to centre pitch of 200 mm, depth of 32 mm, overall profile width 1092 mm, cover width 1000 mm. |
| 12 | Disposal of moorum/ building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including l oading, transporting, unloading to designated location/ approved municiple dumping ground for lead up to 10 Km and for all lifts, co mplete as per directions of the Engineer-in-Charge. [Note: This item shall also be applicable in urban areas having directions for r estricted hours for movement/ plying of load carrying motor vehicles of 3.5 cum or more.] |
| 13 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a hei ght of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 14 | Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material : Beyond 30 cm girth upto and including 60 cm girt h |
| 15 | Demolishing cement concrete manually/ by mechanical means including disposal of material as per the directions of Engineer-in-Charge . [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing ofnecessary covers/ barricades around the work area shall be done prior to dismantling operations] : Nominal concrete 1:4:8 or leanermix (including equivalent design mix) |
| 16 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material as perthe directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the sam e shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operation s. (3) Cutting of all reinforcement shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charg e] |
