|
| 1 | Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in widthor 10 sq.m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directedwithin a lead of 50 m. |
| 2 | All kinds of soil |
| 3 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. |
| 4 | Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: |
| 5 | All works upto plinth level |
| 6 | Laterite masonry in neatlydressed stones for 23 cms thick masonry walls in c.m. 1 : 5 (1 cement: 5 coarse sand) in foundation uptoplinth level |
| 7 | Laterite masonry in neatlydressed stones for 23 cms thick masonry walls in c.m. 1 : 4 (1 cement: 4 coarse sand in foundation uptoplinth level+ Extra for laterite masonry in all sizes in superstructure from floor I level upto floor V level. |
| 8 | 18mm cement plaster in two coats under layer 12mm thick cement plaster 1:5 ( 1 cement : 5 coarse sand) and top layer 6mm thick with cement plaster 1: 3 (1 cement : 3 coarse sand) finished with sponge. |
| 9 | Pointing on stone work, with cement mortar 1: 3 (1 cement: 3 fine sand) |
| 10 | Raised and cut pointing |
| 11 | Providing and fixingG.I. chain link mesh 6.35cm x6.35cmx10gauge(2.5”x2.5”x10gauge) fixed with angle iron posts and struts by G.I. orM.S.staplesat 20cmsapartwithweldingwith theironposts(placedat3meterscentreto centre) including providing barbed wire stiffeners(shallweigh9.33kg.per100meters minimum)attopandbottomwithbarbedwire stiffers by binding wires at 50cms centre to centre complete as per the direction of the Engineer–in–charge(angleironpostsstruts, earthworkandconcreteforfencingpostsandstruts to be paid separately) |
| 12 | Providing&fixingG.I.pipescompletewithG.I. fittingsincludingtrenching&re-fillingetc. (external work). |
| 13 | 40 mm nominal bore |
| 14 | Providing and fixing prefabricated compound gate of G.I. pipes 40 – 50 mm dia (medium) with 12mm M.S. square bars of G.I. pipes grill work as per drawing including providing & fixing locking arrangements, pintals,hold fast embedded in cement concrete 1:2:4 (1 cement: 2 coarse sand : 4graniticorbasalticaggreate20mmnominal size) including applying priming coat with ready mixedredleadpaintandpainting2ormore coatswithsuperiorreadymixedpaintof approvedbrandandmanufactureinallshadesas per direction complete. |
| 15 | Steelworkwelded(SAIL,TATA.VIZAG&using electrodesofAdororES4BorDehSecheron make only)in built up sections trusses and framed work including cutting, hoisting, fixing inpositionandapplyingprimingcoatofredlead paint. |
| 16 | In tees, angles, flats and channels |
| 17 | Centering&shutteringincludingStrutting, Propping & removal of forms for : |
| 18 | Foundations, Footings, Bases for columns |
| 19 | Verticalsurfacessuchasretaingwalls,return walls, Partitions, walls (any thickness) including attachedPilasters,Buttresses,Plinthandstringcourses, Fillets and the like |
| 20 | Columns, Piers, Pillars, Aburments, Posts and struts (square rectangle polygon in plan) |
| 21 | Providingandlayinginpositionmachine batched concrete (BMC), machine mixed and machine vibrated design mix cement concrete of specifiedgradeforreinforcedcementconcrete workincludingpumpingofconcretetothesite oflayingbutexcludingthecostofcentering, shuttering, finishing and reinforcement including admixturesinrecommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing the strength and durability as per the directionoftheEngineer-in-charge.M25grade of reinforcedcementconreteby using 410kgof cementpercu.m.ofconcrete.Allworksuptofloor V level. |
| 22 | ProvidingTMT steel reinforcementbarsof (SAIL, TATA. VIZAG, JSW Steel Ltd.) )(ConfirmingtoIS1786of1986) forRCCwork (conforming to I.S. 1786 of 1986) including bending, binding & placing in position in all the floors along withthefactorymadeprecast concretecoverblocksofspecifiedsizeswhose compressivestrengthisnotlessthanthatofsurrounding concrete in the structural member. |
| 23 | Applying one coat of cement primer of approved brand and manufacture on wall surface. |
| 24 | Painting three or more coats with acryllic exteriorpaintofapprovedbrandand manufacture (Such as Dulex/ Asian Paints/ Sherwin Willians) including applying one coat of cement primer and one coat of surface treatment etc. complete. |
| 25 | Applying priming coat with ready mixed red lead paintofapprovedbrandandmanufactureon steel work. |
| 26 | Paintingtwoormorecoats(excludingpriming coat) with superior quality ready mixed paint for steel work of approved brand & manufacture in all shades on new work to give an even shade. |
| 27 | Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth inlayersnotexceeding20cmdepthconsolidating eachlayerrammingandwateringleadupto50M and all lifts and disposal of surplus earth as directed by Engineer in Charge. |
| 28 | Dismantlingoldplasterorskirtingrakingout joints and cleaning thesurfacefor plaster includingdisposalofrubbishtothedumping ground within 50 mts. lead. |
| 29 | Surface dressing of ground including removing vegetationinequalitiesnotexceeding15cmdeep and disposal of rubbish lead upto 50 m and lift upto 1.5 m. |
| 30 | Ordinary soil |
| 31 | Supplying of laterite stone soling of size 150-200 mm size and murrum having P.I. Value not more than 6 and laying including packing with smaller stones and consolidation with power road roller including spreading, watering and consolidation of binding material etc.(Measurements shall be considered on finished item) . |
| 32 | ProvidingandlayingfactorymadeShotblasted cement concrete interlocking paver block of minimumM35/M40grademadebyheavyduty block making machine with strong vibratory compactionandofaprpovedsizeanddesign/ shapelaidin50mmthickcompactedbedof coarsesand,fillingthejointswithcoarsesand, etc.allcompleteasperthedirectionof Engineer.-inI,Wave,Rectangular,Squareetc. shapes. Theproducts should comply to IS 15658:2006 and manfucatured by ISO9001: 2008 certified plant. The shot blasting should be doneusing0.4-0.5mmdiasteelshotswithaspeed of 3200 rpm. |
| 33 | 80mmthickinallcoloursexceptgrey(M40 grade) |
