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| 1 | Code No.2.8.1:Earthwork in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed , within a lead of 50m - all kinds of soil. |
| 2 | Code No.2.27:Supplying and filling in plinth with river sand under floors, including watering ,ramming consolidating and dressing complete |
| 3 | Code No.4.1.10:Providing and laying in position cement concrete of specified grade excluding the cost of centerings and shuttering- All works upto plinth level1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size). |
| 4 | Code No.4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) |
| 5 | Code No.4.3.1:Centring and shuttering including strutting,propping etc. and removal of form work for - foundations, footings, bases for columns |
| 6 | Code No.5.13:Providing , hoisting and fixing upto floorfive level precast reinforced cementconcrete in small lintels not exceeding 1.5m clear span upto floor five level ,including the cost of required centering , shuttering but excluding the cost of reinforcement , with 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 7 | Code No.5.22.6:Steel reinforcement for R.C.C.workincluding straightening , cutting , bending, placing in position and binding all complete upto plinth level - Thermo-Mechanically treated bars (ISI BRAND OF APPROVED MAKE) Fe - 415 or more |
| 8 | Code No.13.1.1:12mm thick cement plaster of mix :Cement mortar 1:4( 1cement :4 fine sand) |
| 9 | Code No.30.29:Supplying and lowering of UPVC 150mm dia Plain casing pipe confirming to IS:c12818-1992 with relevant amendments with class designation CM and with minimum wall thickness of 7.5 mm as per I.S.Code into the bore well with proper vertical alignments etc. Including the cost ofmaterials , but excluding the cost oflabour for positioning the assembly forlowering purpose using contractor\"s rig |
| 10 | Code No.30.30:Extra for providing 3 mm slots in 150mm dia.UPVC casing pipes |
| 11 | Code No.30.31:Supplying and packing of 8mm size down gauge graded pebble including filling theannual space gradually complete. The pebbles should be of free from disintegrated pieces.(It will measure in stack for the purpose of payment) |
| 12 | Code No.30.32:Providing and fixing netlon mesh |
| 13 | Code No.31.161.1F:Providing, laying and jointing UPVC pipes(Finolex / jain / Supreme / Truebore /Nandi) (0.6 Mpa)conforming to ISspecification 4985 and ISI markedincluding transportation to the site ,lowering to the trenches, laying to propergrade and alignment, testing of joints withrequired testing equipment,including costof solvent cement, excluding UPVC specialssuch as bends,tees, threadedpieces, couplers, reducer,endcapsetc., complete all as per IS and CPWDspecification. - 110mm dia |
| 14 | Code No.31.164.1L:Providing and fixing in position UPVCmoulded equal Tee (Finolex / jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges forjointing, jointing materials etc,complete -110mm dia |
| 15 | Code No.31.171.1K:Providing and fixing in position UPVC moulded endcap (Finolex / jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked, including labour charges for jointing, jointing materials etc,complete - 160mm dia |
| 16 | Code No.31.178.1D: Providing and fixing in position UPVC fabricated bend (Finolex / jain)(0.6 Mpa) conforming to IS 7834 part II and ISI marked,including labour charges for jointing,jointing materials etc,complete - 110 mm dia |
| 17 | Code No.33.27.1.1: Drilling of borewell any where in Pondicherry including tranportation in alluvial soil, sedimentary strata ofclay,sand stone, shale, pebbles, boulders etc. by first taking a pilot bore of 140mm/ 150mm / 200mm and then enlarging torequired dia by direct or reverse rotary mud circulation method,including fuel,labour for drilling, bentonite mud, waterrequired for drilling at the site,contruction of mud pit (water available within a lead of 1.5Km) using rotary rig.-Upto 60 mts depth ending below groundlevel. |
| 18 | Code No.33.27.3.1: Reaming from 200 mm dia pilot bore to 350mm dia bore. Upto 60 mts depth ending below ground level |
| 19 | Code No.2.25:Filling available excavated earth(excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m |
| 20 | Code No.12.43.2 Providing and fixing unplasticised - PVC pipe clips of approved design to unplasticised- PVC rain water pipes by means of 50x50x50mm hard wood plugs , screwed with M.S. screws of required length, including cutting brickwork and fixing in cement mortar 1:4 ( 1 cement : 4 coarse sand) and making good the wall etc., complete - 110mm |
| 21 | Code No.12.46: Providing and fixing to the inlet mouth of rain water pipe PTMT (an engineering thermoplastic ) grating square (Slit) 150mm square with a height of 8mm and weighing not less than 100 gms |
| 22 | Code No.4.1.2: Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) |
| 23 | Code No.4.14:Extra for concrete work in superstructure above floor V level for each four floors of part thereof |
| 24 | Code No.4.12: Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacture\"s specification. |
