| 1 | 1.01 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.\nAll kinds of soil | | 62.5 | cum |
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| 2 | 1.02 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :\n1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size). | | 0.1 | cum |
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| 3 | 1.03 | 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size). | | 20 | cum |
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| 4 | 1.04 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :\n1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size). | | 14 | cum |
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| 5 | 1.05 | Centering and shuttering including strutting, propping etc. and removal of form for:\nSuspended floors, roofs, landings, balconies and access platform\n | | 90 | sqm |
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| 6 | 1.06 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.\nThermo-Mechanically Treated bars of grade Fe-500D or more. | | 387 | Kg |
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| 7 | 1.07 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in:\nCement Mortar 1:6 (1 cement : 6 coarse sand). | | 2.3 | cum |
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| 8 | 1.08 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.\n35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | | 38 | sqm |
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| 9 | 1.09 | Providing and fixing bright finished brass handles with screws etc. complete:\n125 mm | | 12 | each |
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| 10 | 1.1 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | | 75 | kg |
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| 11 | 1.11 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | | 240 | kg |
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| 12 | 1.12 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. | | 221 | sqm |
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| 13 | 1.13 | 12 mm cement plaster of mix :\n1:6 (1 cement: 6 coarse sand) | | 50 | sqm |
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| 14 | 1.14 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | | 13.5 | cum |
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| 15 | 1.15 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.\nIn cement mortar | | 11 | cum |
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| 16 | 1.16 | 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. | | 271 | sqm |
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| 17 | 1.17 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | | 65 | cum |
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| 18 | 1.18 | Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved s;ze, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | | 400 | sqm |
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| 19 | 1.19 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work\n25 mm dia nominal bore | | 20 | metre |
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| 20 | 1.2 | 50 mm dia nominal bore | | 20 | metre |
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| 21 | 1.21 | 80 mm dia nominal bore | | 10 | metre |
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| 22 | 1.22 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :\n25 mm nominal bore | | 2 | each |
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| 23 | 1.23 | 50 mm nominal bore | | 2 | each |
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| 24 | 1.24 | 80 mm nominal bore | | 2 | each |
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| 25 | 1.25 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :\n25 mm nominal bore | | 4 | each |
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| 26 | 1.26 | 50 mm nominal bore | | 4 | each |
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| 27 | 1.27 | 80 mm nominal bore | | 4 | each |
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| 28 | 1.28 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | | 63 | cum |
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| 29 | 1.29 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | | 25 | cum |
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| 30 | 1.3 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in- charge. | | 19 | cum |
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| 31 | 1.31 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer- in-charge. | | 20 | each |
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| 32 | 1.32 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of:\n200 mm dia | | 1 | each |
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| 33 | 1.33 | Add PWD Cost Index @15.69% (On SR&DR Total 9,80,255.00 ) | | 1 | each |
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| 34 | 1.34 | Deduct Cost Index @9.5% (On SR&DR Total 9,80,255.00+1,53,802.00 ) | | 1 | each |
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