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| 1 | APPENDIX -A - THAKARAPALLIMEDU |
| 2 | Reservoir - 13.1.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 3 | 13.21 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. |
| 4 | 13.44.1 Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 5 | Name Board as per direction o Engineer |
| 6 | 13.37.1 White washing with lime to give an even shade:New work (three or more coats) |
| 7 | water quality |
| 8 | Supply and Installation of pump and accessories including panel Board trial running including all cost of labour charges, conveyence |
| 9 | Providing and fixing Water Meter, Indian Standard, Class B, Multijet, 15mm ( 1/2 inch ) includingconveyance and fittting charges as per engineer in site. |
| 10 | 18.16.1 Providing and fixing brass stop cock of approved quality :15 mm nominal bore |
| 11 | 18.14 Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete ( cost of water meter and stop cock to be paid separately) |
| 12 | 18.17.5 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :65 mm nominal bore |
| 13 | 18.12.7 Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work65 mm dia nominal bore |
| 14 | APPENDIX -B - ST THOMAS MOUNT |
| 15 | 100.98.192 Supply of HDPE Pipe PE 100 (IS 4984/1995), 16kg, 63mm Outer Dia. |
| 16 | 100.9.6 Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 63 mm nominal outside diameter pipes. |
| 17 | Name Board as per direction o Engineer |
| 18 | water quality |
| 19 | 100.1.1 Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil. |
| 20 | APPENDIX -C -GANGA WSS |
| 21 | Source - 13.1.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 22 | Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½coarse sand (zone-III) derived from natural sources : 3graded stone aggregate 20 mm nominal size derived from natural sources) |
| 23 | water quality |
| 24 | CI Man hole cover with locking arrangements including all costs of labour charges and materials |
| 25 | White washing with lime to give an even shade:New work (three or more coats) |
| 26 | PUMP HOUSE - 12.1.1 Providing corrugate G.S. sheet roofing including vertical/ curved surface fixed withpolymer coated J or L hooks, bolts and nuts 8 mm diameter with limpet washers or with G.I. limpet washers filled with white lead, including a coat ofbitumen and G.I.approved steel primer and two coats of approved paint on overlapping of sheetscomplete ( up to any pitch in horizontal / vertical or curved surfaces), excluding the ost of purlins, rafters and trusses and including cutting to size and shape whereverrequired.1.00 mm thick with zinc coating not less than 275 gm/m2 |
| 27 | PUMPING MAIN - 100.98.152 Supply of HDPE Pipe PE 100 (IS 4984/1995), 10kg, 63mm Outer Dia. |
| 28 | Excavating trenches of required width for pipes, cables, etc., including excavation forsockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers notexceeding 20cm in depth, including consolidating each deposited layer by ramming,watering, etc., and disposing of surplus excavated soil as directed, within a lead of50m, in all kinds of soil. |
| 29 | Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches alreadymade, placing in position aligning the pipeline to the lines and levels and jointing thepipes and specials with solvent cement and testing the pipeline with water to therequired test pressure (excluding cost of pipes and specials): 63 mm nominal outsidediameter pipes |
| 30 | Supply and Installation of pump and accessories including trial running including all cost of labour charges, conveyence |
| 31 | 18.12.6 Providing and fixing G.I. pipes complete with G.I fittings including trenching andrefilling etc. External work50 mm dia nominal bore |
| 32 | Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches alreadymade, placing in position aligning the pipeline to the lines and levels and jointing thepipes and specials with solvent cement and testing the pipeline with water to therequired test pressure (excluding cost of pipes and specials): : 25 mm nominal outsidediameter pipes. |
| 33 | Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches alreadymade, placing in position aligning the pipeline to the lines and levels and jointing thepipes and specials with solvent cement and testing the pipeline with water to therequired test pressure (excluding cost of pipes and specials): 32 mm nominal outsidediameter pipes |
| 34 | Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches alreadymade, placing in position aligning the pipeline to the lines and levels and jointing thepipes and specials with solvent cement and testing the pipeline with water to therequired test pressure (excluding cost of pipes and specials): 40 mm nominal outsidediameter pipes. |
| 35 | Supply of PVC Pipe, 10kg/cm2, 25mm Dia. |
| 36 | Supply of PVC Pipe, 10kg/cm2, 32mm Dia. |
| 37 | Supply of PVC Pipe, 10kg/cm2, 40mm Dia |
| 38 | SOURCE PROTECTION WALL -Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 39 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarsesand) |
| 40 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 41 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placingin position and binding all complete upto plinth levelMild steel and Medium Tensilesteel bars |
| 42 | Centering and shuttering including strutting, etc. and removal of form for:Walls (anythickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 43 | Pumping or Bailing out water and removing slush etc by using pump set includingcost of labour, oil hire charges of pumpset, etc complete Please Enable Macros to View BoQ information |
