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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming f bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.completion of work.All kinds of soil. |
| 2 | Disposal of excavated earth lead upto 5.0 Km by mechanical transport. |
| 3 | Providing and laying 1:4:8 concrete mix (1-cement : 4-Coarse sand : 8-Graded stone Agg 40 mm nominal size) including all cost of materials, labours, T&P etc etc required for proper completion of work. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural ources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 5 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. |
| 6 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) |
| 7 | 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) |
| 8 | 15 mm thick cement sand mortar in 1:3 with water proofing compound and moorga jali i/c of all materials, labours & T&P etc required for proper completion. |
| 9 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineerin-Charge. With cement mortar 1:4 (1 cement : 4 fine sand) |
| 10 | Two coat oil bond Distemper on old work, i/c supply of all material labour andT&P Required for proper completion of work. |
| 11 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work of approved brand and manufacture |
| 12 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 13 | Finishing walls with textured exterior paint of required shade :Old work (Two or more coats on existing cement paint surface applied @ 3.28 ltr/10 sqm. |
| 14 | Removing dry or oil bound distemper, water proofing cement paint and thelike by scrapping, sand papering and preparing the surface smooth includingnecessary repairs to scratches etc. complete. |
| 15 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:30 mm thick including ISI marked Stainless Steel butt hinges with necessaryscrews |
| 16 | S/F oxidised M.S pressed fitting with necessary screw etc. complete. |
| 17 | T.BOLT -250*10 mm |
| 18 | L-DROP -10\" |
| 19 | HANDLE -125 mm |
| 20 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 21 | Randam Rabble(RR) Boulderstone masonary in 1:6 cement sand mortar with Boulderstone in R/wall, B/wall,and Parapets worksi/c all costof material, labours and T&P etc. for proper completion of the work. |
| 22 | Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete.Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides |
| 23 | Repair cement conc Flooring in (1:2:4) mix finishing with a floating coat of 40 mm thick flooring including all cost of materials, labours T&P. |
| 24 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety eatures for the workmen etc. complete as per directions and approval of Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and aintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the xisting item to be done. |
| 25 | S/Fof PVC pipe including all cost of materials, labours & T&P etc. requiredfor proper completion of work. |
| 26 | (c) 75 mm dia |
| 27 | (b) 110 mm dia |
| 28 | S/F of PVC plain bend including all cost of materials, labours & T&P etc. requiredfor proper completion of work. |
| 29 | (c) 75 mm dia |
| 30 | (b) 110 mm dia |
| 31 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :With common burnt clay F.P.S. (non modular) bricks of class designation 7. |
| 32 | NOTE: EPF, ESI,Labour cess and GST extra |
