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| 1 | Clearing and grubbing road land including uprooting rank vegetation , grass, bushes,shrubs,sapling and trees girth upto 300mm,removal of stumps of tree cut earlier and disposal of unserviceable material and stacking of serviceable material to be used of auctioned, up to lead of 1000 meters including removal and disposal of top organic siol not exceeding 150mm in thickness. (ii) By mechanical meansusing dozer. (A) In Area of light jungle. (2.03(ii)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 direction 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). |
| 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. ( 7.1.43.6Part - B, Pg. no. 120) |
| 5 | Dewatering by 10 H.P. Diesel pump set (P.M. - 29, Page - 28 Part - BCorringendum) |
| 6 | 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.( 7.1.27) |
| 7 | 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)(7.1.37) |
| 8 | 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. (6.6.5) |
| 9 | 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. (7.3.4) |
| 10 | 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.(part B-5.4.2,part -A 5.2.2) |
| 11 | 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. (part B-5.4.5,part -A 5.2.10) |
| 12 | 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 (part B-5.2.2,part -A 5.7.2) |
| 13 | Providing 1.5 MM thick Cement Punning including curing etc. complete job as per specification and direction of E/I.(part B-7.5.10,part -A 5.7.11) |
| 14 | Supplying of 300 MM dia NP-2 R.C.C., Hume Pipe with collar as perI.S.S. 458 - 1971 ( Vide Item Code : M - 300 - V, Pg. No. 71, Part - B) |
| 15 | 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 (Corrigendum), Page no. 42. |
| 16 | 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). (5.1.1) |
| 17 | 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) (5.1.10) |
| 18 | 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/I.(5.6.3) |
| 19 | Providing and laying in position cement concrete 40mm nominal size stone aggregatePCC (1:3: 6) in foundation -do- E/I.(5.3.1.6) |
| 20 | Providing designation 75 BBrick work in CM(1:6) In foundation and plinth do-do-E/I.(5.2.6) |
| 21 | Providing 50mm thick cement concrete flooring (1:2:4) with 20mm to 6mm size graded stone chips finished with flooring coat of neat cement in panel including cost of curing,finished the surface smooth by rubbing with carborandum stone,taxws and royalty with all completeb as per building specification and direction of E/I.(5.6.9) |
| 22 | 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.(5.7.2+5.7.11) |
| 23 | 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 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/l.(5.2.6) |
| 24 | providing and laying in position cement concrete of specified grade PCC (1:2:4) with stone aggregate 20mm nominal size -E/I.(5.3.1.2) |
| 25 | Providing designation 75 B brick work in C.M.(1 :6) in superstructure with approved quality of clean coarse sand of F.M. 2 to2.5 including providing 10 mm thick mortar joints cost of screening materials , scafolding , raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/l.(5.2.14) |
| 26 | Reinforcedcementconcreteworkinbeams, suspended floors, roofs having slope up to 15° landings,balconies,shelves,chajjas,lintels,bands, plainwindowsills,staircasesandspiralstaircases above plinth levelup tofloorfive level,excluding the cost of centering, shuttering, finishing and reinforcement,with1:1.5:3(1cement:1.5coarse sand(zone-III):3gradedstoneaggregate20mmnominal size). (5.3.11) |
| 27 | Providing 12mm cement plaster (1:6) with clean coarse sand of F.M. 1.5 including screening, curingwithall leadsand liftsof water, scaffolding taxes and royalty all complete as per building specification and direction of E/l.(5.7.3) |
| 28 | Providing tor steel reinforcement of 8mm. dia. rods as per approved design and drawing excluding carriage of M.S. bars to work site , cutting, bending and binding with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of E/l.(5.5.4) |
| 29 | Centering and shuttering including strutting,propping etc and removal from for lintel,beam,plinth beam,girders,bressumers and cantilevers.(5.3.17.5) |
| 30 | Providing two coats of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper, scaffolding, curing and taxes all complete as per building specification and direction of E/l.(5.8.24) |
| 31 | carriage of material(i) sand (lead 20p+1k) |
| 32 | (ii)s/chips(lead 30p km) |
| 33 | (iii)Bricks(lead 10P+1k) |
| 34 | (iv)cement(lead30p+1k) |
| 35 | (v)s/metal(lead38km) |
| 36 | (vi) 300 MM H.P., N.P- 2 Lead 100 KMP |
| 37 | Goods & Service Tax (G.S.T.) - 18 % |
| 38 | Labour Cess - 1% |
