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| 1 | Dismentling of Plaster Item No706 |
| 2 | Dismentling of RCC Item No694 |
| 3 | E/w in cutting or embankment in ordinary soil excavation to be in theform of regular pits not exceeding l metre(20\")in depth and earthwork in embankment to in 20cm iayers inciuding ramming&dresing thesurface to required ievels and siopes&also including 1.5m lift& 30m lead.thefrom cuting to be used in making embankment or to be deposited as spoil banks within 30m distance as directed by the engineerin charg.including all cartage etc. all comp. as per SI No-253. |
| 4 | Construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with otavator at OMC and compacting with smooth wheel roller to achieve the desired densit complete as per techinical spacification clause 401. |
| 5 | M-150 class brick work in 1:4 with cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and T & P etc required for proper completion of the work. ( S I No 305 b) |
| 6 | 12mm thick plaster with 1:4 cement & F sand 125 etc all comp. as per SI No-584 |
| 7 | 25 mm thick 1:2:4 Plain Cement concrete floor with cement, approved coarse sand and 20 mm graded approved stone grit laid in panels finished with 3 mm neat cement[ slurry and T & Petc. required for proper completion of the work SI No- 601 |
| 8 | P/L of 80 mm thick rubber moulded reflective zig zag tiles of precast compressed CC passing minimum 30 MP compressive strength over and inc. of fine sand cussion with all comp as per directed by E.I. |
| 9 | R.C.C. work with cement, approved coarse sand and 20 mm stone gritin the proportion of 1:2:4 in slab excluding supply of renforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I.beinding wire and including necessary centering and shuttering etc. and alsso including supply of all materials labour T & P etc. required for proper completion of the work.Binding wire cost being included inthe item. (S I No 283) |
| 10 | M.S. or iron in plain work such as R.C.C. work . ( S I No 504) |
| 11 | P/L 2\" dia Iron Pipe forSupporting Tin Shade 4 mm thick |
| 12 | P/F Iron Corrrgated sheet for Shade |
| 13 | Finishing walls water proofing cement & Paint over & including ofwhite cement priming coat with all comp. S No- 660+661 |
| 14 | E/W in excavation inOrdinary soil forfoundations pipe cable(loam clay or sand)including lift upto 1.5m leadupto 30m and dressing of side and rammings bottom and disposal of surplus excavated earth as directed by the engineer l/c within a lead of 30m in ordinary soil etc. all complete. As per si No-251 |
| 15 | E/w in cutting or embankment in ordinary soil excavation to be in theform of regular pits not exceeding l metre(20\")in depth and earthwork in embankment to in 20cm iayers inciuding ramming&dresing thesurface to required ievels and siopes&also including 1.5m lift& 30m lead.thefrom cuting to be used in making embankment or to be deposited as spoil banks within 30m distance as directed by the engineerin charg.including all cartage etc. all comp. as per SI No-253. |
| 16 | Leveling of field and Fine Dressing all comp. Item No-255 |
| 17 | S/F OF VallyBall pole2No |
| 18 | E/W IN FILLING WITH MIX red moram |
| 19 | E/W in excavation inOrdinary soil forfoundations pipe cable(loam clay or sand)including lift upto 1.5m leadupto 30m and dressing of side and rammings bottom and disposal of surplus excavated earth as directed by the engineer l/c within a lead of 30m in ordinary soil etc. all complete. As per si No-251 |
| 20 | providing & Laying in cement concrete 1: 6 :12 with c,f sand & 40 mm brick ballast in foundation and floors . |
| 21 | M-150 class brick work in 1:6 cement &fine sand(1.25fm)mortor foundationin Plinth. |
| 22 | M-150 class brick work in 1:4 cement &fine sand mortor in Super Strurture |
| 23 | 12mm thick plaster in 1:4 with cement & Fine sand 1.25etc all comp. as per SI No-584 |
| 24 | Cement concrete with 20 mm guage approved stoneballast, coarse sand and cement in te proportionof 4:2:1including supply of all materials, labour and T&Petc. required for proper completion of the work SI N- 279 (b) |
| 25 | Providing and fixing 6mm thick 1st quality ceramic glazed wall tiles of approved make including all complete 1:3 cement mortar as D.S.R. NO.11.36 |
| 26 | Providing and laying vertified Glazed Ceramicfloor tiles of size 300*300mm or more (thickness to be specified by the manufacture ) , of 1st quality conforming to IS : 15622 of approvedmake in all colours , shades except , ivory , grey ,fume red brown laid on 20mm thick cement mortar 1:4 including pointing the joints with cement matching pigments etc. complete as perDSR NO. 11.37A |
| 27 | R.C.C. work with cement approved coarse sand and 20 mm stone grit in the proportion of 1:2:4 in slab excluding supply of all materials labour T & P etc.required for propercompletion of the work . Binding wire cost being included in the item. (S.I.NO.283) |
| 28 | M.S. or iron in plain work such as R.C.C.work S.I.NO.504 |
| 29 | Finishing walls water proofing cement andPaint over and including of white cement priming coat with all comp.S.I. NO. 660+661 |
| 30 | Supply and fixing 110mm dia PVC pipe |
| 31 | Brick bats supply and filling |
| 32 | Fabrication of m.s. iron work for doors ventilator and covers as per S.I.503 |
| 33 | Providing and fixing white glazed earthen ware urinals |
| 34 | Squatting type urinal seat for size 450*350 |
| 35 | Providing and fixing white glazed earthen ware W.C.Pan 500*400mm Indian type including cistern all fittings. |
| 36 | roviding and fixing washbasin with CI bracket , 15mm CP brass pillar tape 32mm of size550*440mm Including all complete. |
| 37 | Providing and fixing 600*450mm beveled edgemirror of superior glass (of approved quality) omplete with 6mm thick hard board groundfixed to wooden cleats with C.P. brass screwsand washers complete. |
| 38 | Providing and placing on terrace polythylene water storage tank of approved brand and manufacture with cover and suitable locking arrangement and making necessary holes for inlet outlet and over flow pipes but without fittings and base support for tank |
| 39 | Provision of 1 HP Submercable pump i/c boring and all complete work |
| 40 | Providing and fixing of 15mm ball valve of approved quality complete (high or low pressure with plastic floats ) |
| 41 | Providing and fixing of 20mm dia nominal bore G.I. pipes complete withj G.I. fittings and clamps including cutting and good the walls etc. Exposed on walls |
| 42 | Providing and fixing of 15mm dia nominal boreG.I. pipes complete withj G.I. fittings and clampsincluding cutting and good the walls etc.Exposed on walls |
| 43 | CPVC pipe SDR11,40mm outer dia |
| 44 | CPVC pipe SDR11,20mm outer dia |
| 45 | Providing and fixing CP brass 15mm dia nominal bore bib cock of approved quality conformingto IS 8931 |
| 46 | Painting or vanishing new iron work in small areas or new wood work with one coat of ready mixed primming paint and two coat of approved superior quality ready mixed enamel paint as per SI No. 641 & 642 |
| 47 | Electrification of work all complete |
| 48 | S/F Mislanious |
| 49 | S/F of steel Tubular Pool 12.00 mtrlong designated 410 SP-27 in 1:3:8 Cement Concrete Fundation including eccavation Back Filling etc all complete in respect ( Sch NO-606) |
| 50 | S/F of 6 way LED Street Frame for 1nos of 110-130 wt Tlamp with Paintingand filling complete.( Market Rate) |
| 51 | Painting of the electric pole with 2 coat of alumimum paint over red oxide primer complete. ( sch NO 634) |
| 52 | Cable /L of aluminum conductor PVC Insulated armored served sheathed 10 sqm 2 core cable all complete ( sch nO- 5018) |
| 53 | S/F32 amp TPN metal clad DP rewire able type switch use on agle iron bracket completed in all respect( Sch NO -315) |
| 54 | S/f of factory wired integral LED Street 110-130 Watt FittingSingle PC Pressure die Cast and estruded aluminum housing complet ( Sch N0-1424) |
| 55 | Supply & burying earth of 40 mm dia x4.5 mtrlong GI pipe vertically with its top at least 2 meters belowground level completewith 12 mm dia GI Pipe for watering funnel comp (sch no 701) |
| 56 | S/Wof Sub mais with twonos of 4.00 sqm FRPVC insulated 1100 v grade singlecore complete ( Sch NO- 289-A) |
| 57 | S/Fof radium board with printing and fixing & Photgraphy |
| 58 | S/Fof Brass ickel Plated gland 10 sqm 2 core ( sch No- 503 B) |
| 59 | S/Fof Brass ickel Plated gland 10 sqm ( sch No- 503 C) |
| 60 | S/F of 900x600 mm black stonewith lettering ofSign boardon 1800x1200x200 mm thickwall withJointing Plaster 1:4 Cement complet item |
| 61 | E/W in excavation inOrdinary soil forfoundations pipe cable(loam clay or sand)including lift upto 1.5m leadupto 30m and dressing of side and rammings bottom and disposal of surplus excavated earth as directed by the engineer l/c within a lead of 30m in ordinary soil etc. all complete. As per si No-251 |
| 62 | Construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with otavator at OMC and compacting with smooth wheel roller to achieve the desired densit complete as per techinical spacification clause 401. |
| 63 | M-150 class brick work in 1:6 cement &fine sand(1.25fm)mortor foundationin Plinth. |
| 64 | Cement concrete with 20 mm guage approved stoneballast, coarse sand and cement in te proportionof 4:2:1including supply of all materials, labour and T&Petc. required for proper completion of the work SI N- 279 (b) |
| 65 | E/w in cutting or embankment in ordinary soil excavation to be in theform of regular pits not exceeding l metre(20\")in depth and earthwork in embankment to in 20cm iayers inciuding ramming&dresing thesurface to required ievels and siopes&also including 1.5m lift& 30m lead.thefrom cuting to be used in making embankment or to be deposited as spoil banks within 30m distance as directed by the engineerin charg.including all 5 km by cartage etc. all comp. as per SI No-253(A) |
| 66 | S/f MS Iron Pole all complete |
| 67 | S/F Enamal Painting all complete |
| 68 | E/W in excavation inOrdinary soil forfoundations pipe cable(loam clay or sand)including lift upto 1.5m leadupto 30m and dressing of side and rammings bottom and disposal of surplus excavated earth as directed by the engineer l/c within a lead of 30m in ordinary soil etc. all complete. As per si No-251 |
| 69 | providing & Laying in cement concrete 1: 6 :12 with c,f sand & 40 mm brick ballast in foundation and floors . |
| 70 | M-150 class brick work in 1:6 cement &fine sand(1.25fm)mortor foundationin Plinth. |
| 71 | M-150 class brick work in 1:4 cement &fine sand mortor in Super Strurture |
| 72 | 12mm thick plaster in 1:4 with cement & Fine sand 1.25etc all comp. as per SI No-584 |
| 73 | R.C.C. work with cement approved coarse sand and 20 mm stone grit in the proportion of 1:2:4 in slab excluding supply of all materials labour T & P etc.required for propercompletion of the work . Binding wire cost being included in the item. (S.I.NO.284) |
| 74 | M.S. or iron in plain work such as R.C.C.work S.I.NO.504 |
| 75 | P/F 20 mm thick Granite Stone all Complete in Pillar |
| 76 | Supply and Fixing og Main Gate |
| 77 | S/F Enamal Painting all complete |
| 78 | Mislanious such as designing work all complete |
