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| 1 | Providing jungle clearance in Borrow area, building premises flanks and slopes on the roads, canals and embankement by removing the grass and the jungle bushes from the top including weeding out shrubs including roots and levelling etc. complete as per direction of E/I(Vide Item No. 5.1.3.1 Part - B/ 2.03 (i)A Part - A) |
| 2 | E/W in excavation and filling in canal by the hydraulic excavator as per designed section in ordinary soil (vide classification of soil utem - A ) And making the banks with excavated earth in proper profile and clod beaking and laying earth in 225 mm layers with initial lead of 10 m and all lifts all complete as per specification and diection of E/I.7.1.43.3 |
| 3 | E/Win excavation in canal by the hydraulic excavatoras perdesigned section in all kinds of soil, soil mixed with Kankar, Pebbles and Boulders up to 300 MM size and disposal of spoil up to 500 Mtr. With all lifts by tipper including construction and maintenance of haul road all completeas per specification and direction of E/I.(Vide Item No. 7.1.43.2, WRD |
| 4 | E/Win excavation in canal by the hydraulic excavatoras perdesigned section in soft rock (where blasting is not needed),vide type of soil item -C With disposal of spoil up to 500 Mtr. With all lifts by tipper including construction and maintenance of haul road all completeas per specification and direction of E/I.(Vide Item No. 7.1.43.6, WRD |
| 5 | Dewatering by 10 H.P. Diesel pump set (Vide Item Code P.M. - 29, |
| 6 | Earthworkinexcavationinfoundationtrenchesinordinary soil and disposal of excavated earth as obtained to a distance up to 50.0m ,including all lifts, levelling ,ramming the foundation trenches, removing roots of trees, shrubs all completeasperapproveddesign,buildingspecificationand direction of E/I(vide classification of soil item -B) B.C.D. (5.1.1) |
| 7 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of allmaterials,labour,royaltyandtaxesallcompleteasper building specification and direction of E/I(Mode of measurement compacted volume) B.C.D. (5.1.10) |
| 8 | Providing designation 75 B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/IB.C.D. (5.6.3) |
| 9 | Providing designation 75- B, Brick work in C.M (1:6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick motor joint, cost of screening materials rakingout joints 15 mm depth, curring, taxes and royalty all complete as per building specification and direction of E/I (5.2.6) |
| 10 | Providingand laying in position cement concrere (1:2:4) of specified grade excluding the cost of centering & shutring (stone aggregate 20 mm nominal size)all complete as per building specification and direction of E/I (5.3.1.2) |
| 11 | Providing designation 75- B, Brick work in C.M (1:6) in Super structure and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick motor joint, cost of screening materials rakingout joints 15 mm depth, curring, taxes and royalty all complete as per building specification and direction of E/I (5.2.14) |
| 12 | Reinforced cement concrete work in beam\"s suspended floor\"s roof\"s having slop to 15\"\" landing, balconies, shelves chajja, lintels & bands - do - do - all complete as per building specification and direction of E/I. (R.C.C. (1:1.5:3) (stone aggregate 20 mm nominal size) (5.3.11) |
| 13 | Providing 12 mm thick cement plaster (1:6) with clean coarse sand of F.M. 1.5 including screening curing with all leads and lifts of water scaffolding taxes and royalty all complete as per building specition and direction of E/I(5.7.3) |
| 14 | Providing 1.5 mm thick cement punningincluding screening, curing carriage of water with all leads and lifts taxes and royalty all complete as per building specition and direction of E/I(5.7.11) |
| 15 | Providing Tor Steel reinforcement of following dia bars as per approved design and drawing excluding carriage of bars to work side, cutting, bending and binding with annealed wire with cost of wire, removel of rust placing the rods in position all complete as per building specification and direction of E/I(5.5.4 )(a) 8 mm dia |
| 16 | Providing Centering & Shuttering including struting propping etc. and removel - do - do - all complete job as per specification and direction E/I. Lintel & Band : (5.3.17.5) |
| 17 | Providing two coat of snowcem of approved shade and make over a coat of cement primer on new surface including - do - do -all complete as per building specification and direction of E/I(5.8.24) |
| 18 | Providing and laying in position cement concrete 40mm nominal size stone aggregatePCC (1:3: 6) in foundation -do- E/IB.C.D.(5.3.1.6) |
| 19 | Providing 25 M thick Cement Concrete flooring (1:2:4)- do - do - all complete as per specification and direction of E/I(5.6.9) |
| 20 | Providing 12mm thick cement plaster(1:4) withPunningclean coarse sand of FM1.5including screening,curing,with all leads andlifts of water,scaffolding,taxes and royalty all complete as per specification and direction of E/I. B.C.D.(5.7.2 + 5.7.11) |
| 21 | EARTH WORK INEXCAVATION IN FOUNDATION trenches in ordinary soil & Hard soil (vide classification of soil item -B) and disposal of excavated earth as obtained to a distance upto 50m including all lifts, levelling, ramming the foundation trenches, removing roots of trees, shurbs all complete as per approved design as specification and direction of E/I.W.R.D.(7.1.27) |
| 22 | Providing coarse clean local sand filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and 1.5 M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of E/I. (Mode of measurement compacted volume) W.R.D. (7.1.37) |
| 23 | Providing designation 75A brick flat soling joint filled with local sand including cost of watering,taxes and royalty all complete as per building specification and direction of E/I. W.R.D.( 6.6.5) |
| 24 | Providing P.C.C. M-150 with nominal mix of (1:2:4) in foundation with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening shuttering, mixing cement concrete in mixer, placing in position vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all comple as per building specificationand direction of E/I. W.R.D. (7.3.4) |
| 25 | Providing designation 75Abrick work in C.M. (1:4) in foundation & plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing, taxes & royalty all complete as per building specification & direction of E/I.B.C.D.Part- B 5.4.2 Part- A 5.2.2 |
| 26 | Providing designation 75A brick work in C.M. (1:4) insuper structure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing, taxes & royalty all complete as per building specification & direction of E/I. B.C.D.Part- B 5.4.5 Part- A 5.2.10 |
| 27 | Providing 12 MM thick Cement Plaster (1:4) with approved quality of sand of requisit F.M. (2.5 to 3.00) washed and screened including curring, scafolding where ever required and its removal, royalty and all taxes etc. completejobe as per specification and direction of E/I B.C.D.(5.5.2 PART-B /5.7.2 PART-A) |
| 28 | Supplying of 300 MM dia NP-2 R.C.C., Hume Pipe with collar as perI.S.S. 458 - 1971Vide Item Code : M - 300 - V, Pg. No. 71, Part - B |
| 29 | Labour for laying, fitting and fixing300 MM diaN.P. - 2 HPwith collars in line, level and grade, as well as providing approved jointing materials and joints properly filled to make them water proof, all completeas per specification and direction of E/I.(Vide Item no. 7.6.1.3, Part - B |
| 30 | Carriage of Materials : (a) Cement Lead up to 10+ 02 KmP |
| 31 | (b) Sand Lead up to 10 + 02 KmP |
| 32 | (c)Stone Chips Lead up to 28 + 02 KmP |
| 33 | (d) Stone Metal up to 28 K + 02 KmP |
| 34 | (e) Brick Lead up to 02 K + 08 KmP |
| 35 | (f) 300 MM H.P., N.P- 2 Lead 90 KmP+0kmk |
| 36 | Goods & Service Tax (G.S.T.) - 18 % |
| 37 | Labour Cess - 1% |