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| 1 | Earthworkinexcavationinfoundation,trenchesetc.includingdressingofsidesand rammingof bottoms,including getting out the excavated material, refilling after laying pipe/ 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 top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m |
| 2 | Dressing of earth work in surface excavation including cutting and filling upto 30cm depth including disposal of excavated earth upto 50m and lift upto 1.5 m. |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost ofcentring and shuttering - All work upto plinth level : 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40mm nominal size). |
| 5 | Earth filling with available surplus soil excavated from foundations and taken only from outsideofbuildingplinthinlayersnotexceeding20cmindepth,consolidatingeach deposited layer including ramming and watering and consolidation with lead up to 50 mand lift upto 1.5 m. |
| 6 | Add Extra Lead chargefor soil up to 10 km |
| 7 | Providing,laying,spreadingandcompactingofgranularsub-baseby providing closegradedMaterial,mixinginamechanicalmixplantatOMC,carriageof mixedMaterialtoworksite,spreadinginuniformlayerswithmotorgraderon prepared surface and compacting withvibratory power roller to achieve the desired density, complete as per MoRT&H specificationclause-401includingallmaterial,labour,machinery,lighting, guarding and maintenance of diversion. Greading III |
| 8 | Providingandlayingun-reinforced,plaincementconcretemixwithConcrete Mixer&vibratorpavementoverapreparedsubbasewith43gradecement, coarseandfineaggregateconformingtoIS:383,maximumsizeofcoarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction,expansion,constructionandlongitudinal jointsetcincludingall material,labour,machinery,lighting,guardingandmaintenanceofdiversion.PCC M-20 |
| 9 | Reinforced cement concrete work in walls (any thickness),includingattached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto two stories excluding cost of centring, shuttering, finishing and reinforcement : 1:1½:3 (1 cement : 1½coarse sand :3 gradedstone aggregate20 mmnominal size) |
| 10 | Brickworkwith FPSbricksofclassdesignation75 infoundation andplinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 11 | Half brick masonry with FPS bricks of class designation 75 in superstructure above plinth level upto two stories. Cement mortar 1:4 (1 cement :4 coarse sand) |
| 12 | Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:6 (1cement : 6 coarse sand) |
| 13 | Providing and laying damp-proof course with cement concrete gradeM-15 (1 : 2 : 4) mortar prepared with 1% solution of water-proofcompound complete as per specification . including Providing mixing of synthetic fibers compulsorily complying with IS16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% byweight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms percum of Concrete/ mortar. 50mm thick. |
| 14 | Extra for providing and mixing water proofing material in cement concrete work @ 1 kgper 50kg of cement. |
| 15 | Cement plastering including T&P, scaffolding, material and complete labpour, includingcost of water,curing,racking of joints etc.with 20 mm cement plaster of mix : 1:4 (1 cement : 4 fine/ coarse sand) |
| 16 | Steel work welded in built up sections/ramed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similarworks. |
| 17 | Dismantling of existing structures like culverts, bridges, retaining walls, CC road andotherstructurecomprising ofmasonry, cementconcrete,woodwork, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material withallliftsandleadof50metresasdirectedby Engineer.CementConcrete Grade M-15 and above and PCC blocks |
| 18 | Carriage of Materials by mechanicaltransport including loading, unloading andstacking Sand, bazri, ballast, kankar up to 2 km |
| 19 | Silt clearance of drains, channels and canals with lift 1.5 Mtr and lead up to 50 Mtr |
| 20 | 40mmthickfinedressedstoneflooringover20mm(average)thickbaseof cement mortar 1:5 ( 1cement : 5 coarse sand) with joints finished flush. Red sandstone |
| 21 | Providing stone slab covering over drains including filling of joints in cement sand mortar 1 : 3 with 35 mm thick cement concrete flooring 1 : 2 : 4 mix complete withgood finish with :Stone slab 100 to 150 mm thick average. |
| 22 | Providing stone slab covering over drains including filling of joints in cement sand mortar 1 : 3 with 35 mm thick cement concrete flooring 1 : 2 : 4 mix complete withgood finish with :Stone slab 60 to 75 mm thick average. |
