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| 1 | Earth work excavation including water and liquied mud and under foul condition As Si 251 |
| 2 | Earth work in filling including 10 KM lead |
| 3 | Conctole with 4 cm. stone bakast in 1:4:8 m foundation and under Boors, including supply of all materials, labour T & P etc. Required for proper completion the work. As SI 281 |
| 4 | M-150 brick work in 1:4 one cement and four course sand mortar in Foundation and plinth including supply of all materials labour, T & Petc requirest for proper complition of the work SI No.305 a |
| 5 | M150 brick work in 1.4 one cement and four course sand mortar in super structure including supply of all ovaterials labour. T & P etc required for proper complition of the work SI No. 305a |
| 6 | M-150 brick work in 1:4 one cement and four course sand mortar. As in item 305a to 309 above but in superstructure including necessary cutting & moulding of bricks. as required thickness of walls not to be less than 1% brick. Add ectra labour to above items. As in Add as si по 305-309-310 |
| 7 | 12 mm thick plastor 1:4 with Cement and four course sand including supply all material and labour. T & etc. SI No 584 (A) |
| 8 | Cement Concrete with 2.0 cm. gaugel Approved stone grid coarse sand & coment in the proportion of 4:2:1 including T&P etc. S.I. 279 (a). |
| 9 | Providing and fixing 1mm thick M.S sheet sliding shutters with frams and diagonal braces of 40x40x6mm (1\"x1\"x1\") angle iron 3.15 mm (1/8\") gussel plates at the junction and corners hooks at top 25mm (1\") dia pulleys bottom 40x40x6mm (1%\"x1x%\"x1%\") angles and T iron guides at top and bottom respectively including locking arrangement with handles etc. complete and applying one priming coat of approved lead paint (NO material shall be issued by deptt.) at |
| 10 | intom 283 but in R.C.C. Raft andation and footing with 4 cm. Gange ballast. (S.I. 287) |
| 11 | As in item 283 above but in R.C.C. columa in 1:1:3 (S.L. 289) |
| 12 | R.C.C. works with cement approvedcoarse sand & 2 cm gauge approvedstone grit in proprtions of 1:2:4 inlintels of door & windows excludingsupply of reinforcement and itsbending, but including its fixing andbinding the same with 24 B.W.G.G.I.,binding wire and including necessarycentering and shuttering etc. andsupply of all materials labour, tools &plants etc. require for proper |
| 13 | As in item 5 above but in R.C.C. Tbeam & slab roof and R.C.C. column.In 1:1.5:3 (S.I. 284) |
| 14 | R.C.C. in 1:1½:3 but in plinthbeam and lighter beam havingspans upto 6 M. (S.I. 286) |
| 15 | M.S. (tor steel or plain) in Plainwork such as R.C.C. or R.B. workincluding bending for proper shapeand including supply of steel & itswastage, bend, hooks andauthorized overlapping shall bemeasured and including cost ofbinding wire. |
| 16 | M.S. or iron work in stair case roillingi heavy sizes such as trusses, builtup gates, records racks, roof work,Gates etc including rivetting orwelding where necessary. (S.I. 502a) |
| 17 | paniting roofs or other iron work inlarge areas with one coat priming andone coat of approved (above one SqMetre) paint (British antesol orequivalent) including supply of allmaterials labour Tools & plants etcrequired for proper completion of thework paint to be used ISI Marked. (S.I.644) |
| 18 | As in item (644) above but for twocoat after firtst coat. (S.I. 645\") |
| 19 | S/F 2.5 cm thick fully glazed windowshutter with all complition..(S.I. New item) |
| 20 | Finishing wall with water proof paint of approved make and quality with three coat as per SI No 660,661 |
| 21 | 2 cm thick cement plaster in 1:2 with neat finisingh S.I. 597 |
| 22 | 4.0 cm (1\") thick 1:2:4 plain cementconcrete floor with cement, approved coarse sand and 2 cm (1\") graded approved stone grit,but without base As SI No 605 |
| 23 | S/F sign board with all complition. |
| 24 | Supply and fixing of 10cm (4\")internal dia P.V.C. down pipesEverest or Charminar makecomplete with bends with door attop and plain at bottom andgrantings and including supply ofnecessary M.S clamp 2.5 cm ×3mm (1\" x 1/8\") fixed to walls withand including supply of 15 cm (6\")long 6mm (1/4\") dia nail allmaterials, labour and T&P etcrequired for proper complection ofthe work and also including repairof plaster pointing etc if damagedduring fixing of the pipes. (S.I. 730 |
| 25 | Wiring point for light with 1.5 Sqmm PVC insulated single core cable including pvc conduit pipе (S.I No 131C) |
| 26 | Wiring point for Plug with 1.5Sqmm PVC insulated single corecable including pvc conduit pipe(S.I No 134C) |
| 27 | S/F switch box made up of 16swg250x200x65 thick As SI No 162 |
| 28 | S/Wiring of submain with twonumber 4 sq.mm. pvc insulatd1100 v grade single corealuminium conductor cable in 20mm dia PVC conduit on surfacewith one number2.5 sq mm PVC |
| 29 | S/F of 6 Amp to 32 Amp. SPMCвof As SI No 1003(B)categri B |
| 30 | S/F of 63 Amp 4 pole Isolator of AsSI No 1007(B) categri B |
| 31 | S/F of 63A 240 volts IC cut out ofapproved make on the metre boardor polished MDFEG/Teak liy boardcomplete in all respect As SI No1112 (A) |
| 32 | P/F of hexagonal fan box withhexagonal side of 80 mm dia of 16 swgsheet (S.I.No.1149) |
| 33 | F of ceiling fan with 1.2 m leaf diafith regulater aproved make as per E/l and all completion of the work (Market.Rate) |
| 34 | Wiring point for Fan with 1.5 SqmmPVC insulated single core cableincluding pvc conduit pipe (S.I No133C) |
| 35 | S/F 25 bat CFL with approvedquality as per direction of Е/ЛI(Market. Rate) |
| 36 | providing laying spreading andcompacted 22.40-53 mm gradedstone aggregate with fine sandlaying in uniform compactedlayers of 100 mm thick with handroller in sub base/base course onwell prepared surface andcompacting including all T&Ptaxes & labour cess etc as directedby engineer in charges etc all.complete as per technicalenooifisatian clarco 406 |
| 37 | Supplying & fixing 80 mm thickPrecast cement concrete I shapeinter locking paver block ISI markconfirming to IS 15658-2006 with top layer of minimum 5 mm thickness having plan dimention 200x(160+120mm) of op cement, smooth high gloss finish, skidresistant,manufactured from ruburmoulds through vibro -compressionmechanism. The compressive strength of concrete pavar block shall not be less than 40MPa and weight 4.5 kg per no. including cost of meterial, with blanket layer of 4.00cm thick fine sand including labour T& P etc required for proper completion of the work as directed by Engineer-in-charge. as new item 14 +11(ii) = 740+35x1.8=803 |
| 38 | gst 18% Please Enable Macros to View BoQ information |
