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| 1 | CARRIAGEOFMATERIALS(ByMechanical Means): Carriage of Materials by mechanical transport including loading, unloading and stacking :: The rates will be applicable to net quantities after deduction of prescribed percentage for voids mentioned in the specification under subhead \"Carriage of Materials\" |
| 2 | 1) Earth |
| 3 | E) 5 Km |
| 4 | F) Beyond 5 Km upto 10 Km. per Km. |
| 5 | Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete,woodwork, steelwork, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer. |
| 6 | 1) Lime Concrete, cement concrete grade M-10 (1:5:10) and below |
| 7 | 2) Cement Concrete Grade M-15 and above and PCC blocks |
| 8 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after layingpipe/foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road tolevel. |
| 9 | 1) In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. |
| 10 | 1) Depth upto 1.5 m |
| 11 | Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manually, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour,machinery,lighting,guardingand maintenance of diversion. |
| 12 | Providingandlayingun-reinforced,dowel jointed, plain cement concrete mix in pavement over a prepared sub base with43gradecement,coarseandfine aggregate conforming to IS: 383, maximumsizeofcoarseaggregatenot exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, constructionandlongitudinaljoints,joint filler, separation membrane, sealant primer, jointsealant,debondingstrip,dowelbar, tierod,admixturesasapproved,curing compound,finishingtolinesandgrades complete as per drawing and as per clause 602, 112 of MoRT&H specification including allmaterial,labour,machinery,lighting,guarding and maintenance of diversion. |
| 13 | 1) PCC M-20 |
| 14 | Providing and fixing of reinforced Ferro-Cementdraincoversdesignedfor \"AA\"classloadingdulymarkedoncover withadequatesteelreinforcementhaving thickness 75mm to 150mm anti corrosive bitumen painted M.S. plate , Rim and M.S. liftinghooks,Admixtureslikeplasticizer, bond improving compound, shrinkage, resistancecompound,abrasionresistant complete as per approved design etc. |
| 15 | 1) Standard Size 600x800mm (75mm thick) for span 300 to 450mm |
| 16 | 2)StandardSize1000x800mm(100mm thick) for span 451 to 700mm |
| 17 | 3)StandardSize1500x600mm(125mm thick) for span 701 to 1200mm |
| 18 | 4)StandardSize2100x500mm(150mm thick) for span 1201 to 1500mm |
| 19 | Providing and fixing stone slab covering of required size over drains including filling of joints with cement sand mortar 1:3 complete as per direction of Engineer-in-charge. |
| 20 | 2) Average thickness 40 to 50 mm |
| 21 | Providing,lowering&layingintrenches, aligning & jointing of IS marked SW pipes (IS:651:1980amendedupdate)atall depthswithrubbergaskets(EPDM/SBR) forsewerlinesandlayingasper IS:4127:1983 (amended up to date) including cost of Rubber gaskets, lubricants andsectionalhydrotestingofthesewer pipeline(includingthecostand conveyanceofwatertositefortesting) complete in all respect as per specification and the directed of the Engineer. Note : E/w to be measured and paid separately. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemedtobeincludedintheitemof manhole/inspectionchambershallnotbe payable. |
| 22 | 2) 150 mm Nominal Dia |
| 23 | Supplying&fixing560mmdiaopening SFRC manhole frame & cover as per IS : 12592-2002 in existing manholes including grouting the frame in PCC M-15 complete in all respect as directed by the Engineer. |
| 24 | 1) HD-20 |
| 25 | Providingandmakinghouseservice connections from water supply distribution HDPE pipe line upto water meter chamber insidethepropertyusingHDPE(Class-PE 80) PN 6 composite pipes for upto 5 metre length.Theitemconsistingofcomposite pipes of HDPE pipe below the ground level and GI class B pipe above the ground level includingsupplyandfixingofferrules, electro fusion saddle, clamps, rubber sheets,tapping,compressionfittingsetc, complete including all material, labour, testingandcommissioningasper TechnicalSpecificationsandasper direction of Engineer. |
| 26 | 1) 20 mm Diameter HDPE below the ground & 15 mm GI pipe class B above the ground |
| 27 | Providingandlayinginpositioncement concreteofspecifiedgradeexcludingthe cost of centring and shuttering - All work upto plinth level : |
| 28 | 2) 1:1½:3 (1 Cement : 1½ coarse sand : 3 gradedstoneaggregate20mmnominal size). |
| 29 | 7) 1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 30 | Centringandshutteringwithplywoodor steel sheet upto two stories or height upto7.5 metre above plinth level including strutting,proppingetc.andremovalofform for : |
| 31 | 1) Foundations, footings, bases of columns, etc. for mass concrete. |
| 32 | Providingandlayinginpositionspecified gradeofreinforcedcementconcrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level : |
| 33 | 2) 1:1½:3 (1 cement : 1½ coarse sand : 3 gradedstoneaggregate20mmnominal size) |
| 34 | Randomrubblemasonrywithhardstone in foundation and plinth : |
| 35 | 1)Cementmortar1:6(1cement:6 coarse sand) |
| 36 | Steelworkweldedinbuiltupsections/ framedworkincludingcutting,hoisting, fixinginpositionandapplyingapriming coat of approved steel primer using structural steel etc. as required. |
| 37 | 2) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 38 | Kota stone slab flooring 25mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigmenttomatchtheshadeoftheslab includingrubbingandpolishingcomplete withbaseofcementmortar1:4(1 cement : 4 coarse sand) : |
| 39 | 1) Area of each slab 900 to 2000 sqcm |
| 40 | Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 15 mm cement plaster on the rough side of single or half brick wall of mix : |
| 41 | 2) 1:6 (1 cement : 6 fine/ coarse sand) |
