mohalla devidas me pel dipo sthan par pamp room ki sthapna ka kary

Earth work excavation including water and liquied mud and under foul condition As Si 251

Earth work in filling including 10 KM lead

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

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

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

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

12 mm thick plastor 1:4 with Cement and four course sand including supply all material and labour. T & etc. SI No 584 (A)

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).

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

intom 283 but in R.C.C. Raft andation and footing with 4 cm. Gange ballast. (S.I. 287)

As in item 283 above but in R.C.C. columa in 1:1:3 (S.L. 289)

R.C.C. works with cement approved coarse sand & 2 cm gauge approved stone grit in proprtions of 1:2:4 in lintels of door & windows excluding supply of reinforcement and its bending, but including its fixing and binding the same with 24 B.W.G.G.I., binding wire and including necessary centering and shuttering etc. and supply of all materials labour, tools & plants etc. require for proper

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)

R.C.C. in 1:1½:3 but in plinth beam and lighter beam having spans upto 6 M. (S.I. 286)

M.S. (tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend, hooks and authorized overlapping shall be measured and including cost of binding wire.

M.S. or iron work in stair case roilling i heavy sizes such as trusses, built up gates, records racks, roof work, Gates etc including rivetting or welding where necessary. (S.I. 502a)

paniting roofs or other iron work in large areas with one coat priming and one coat of approved (above one Sq Metre) paint (British antesol or equivalent) including supply of all materials labour Tools & plants etc required for proper completion of the work paint to be used ISI Marked. (S.I. 644)

As in item (644) above but for two coat after firtst coat. (S.I. 645')

S/F 2.5 cm thick fully glazed window shutter with all complition..(S.I. New item)

Finishing wall with water proof paint of approved make and quality with three coat as per SI No 660,661

2 cm thick cement plaster in 1:2 with neat finisingh S.I. 597

4.0 cm (1") thick 1:2:4 plain cement concrete floor with cement, approved coarse sand and 2 cm (1") graded approved stone grit,but without base As SI No 605

S/F sign board with all complition.

Supply and fixing of 10cm (4") internal dia P.V.C. down pipes Everest or Charminar make complete with bends with door at top and plain at bottom and grantings and including supply of necessary M.S clamp 2.5 cm × 3mm (1" x 1/8") fixed to walls with and including supply of 15 cm (6") long 6mm (1/4") dia nail all materials, labour and T&P etc required for proper complection of the work and also including repair of plaster pointing etc if damaged during fixing of the pipes. (S.I. 730

Wiring point for light with 1.5 Sqmm PVC insulated single core cable including pvc conduit pipе (S.I No 131C)

Wiring point for Plug with 1.5 Sqmm PVC insulated single core cable including pvc conduit pipe (S.I No 134C)

S/F switch box made up of 16 swg250x200x65 thick As SI No 162

S/Wiring of submain with two number 4 sq.mm. pvc insulatd 1100 v grade single core aluminium conductor cable in 20 mm dia PVC conduit on surface with one number2.5 sq mm PVC

S/F of 6 Amp to 32 Amp. SPMCв of As SI No 1003(B)categri B

S/F of 63 Amp 4 pole Isolator of As SI No 1007(B) categri B

S/F of 63A 240 volts IC cut out of approved make on the metre board or polished MDFEG/Teak liy board complete in all respect As SI No 1112 (A)

P/F of hexagonal fan box with hexagonal side of 80 mm dia of 16 swg sheet (S.I.No.1149)

F of ceiling fan with 1.2 m leaf dia fith regulater aproved make as per E/l and all completion of the work (Market.Rate)

Wiring point for Fan with 1.5 Sqmm PVC insulated single core cable including pvc conduit pipe (S.I No 133C)

S/F 25 bat CFL with approved quality as per direction of Е/ЛI (Market. Rate)

providing laying spreading and compacted 22.40-53 mm graded stone aggregate with fine sand laying in uniform compacted layers of 100 mm thick with hand roller in sub base/base course on well prepared surface and compacting including all T&P taxes & labour cess etc as directed by engineer in charges etc all. complete as per technical enooifisatian clarco 406

Supplying & fixing 80 mm thick Precast cement concrete I shape inter locking paver block ISI mark confirming 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, skid resistant,manufactured from rubur moulds through vibro -compression mechanism. 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

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