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| 1 | Earth work in excavation in foundation in ordinary soil including lift upto 1.5 m. and lead upto 30.00 m.and including filling wateringand ramming of excavated earth into the trenches or into the spaceof between the buildings and the sides of foundation trenches or into the plinth and removal and disposal of surplus soil as directed by the Engineer- in- charge Upto a distance of 30 M. |
| 2 | Concrete with 4cm gauge brick ballast, fine sand of 1.25 fineness modulous and cement in proportion of 8:4:1 in foundation and under floor, including supply of all materials, labour and T & P etc. required for proper completion of work (as per SI No-275) |
| 3 | Class-150 brick work in 1:4 cement and coarse sand of 2.5 F.M. mortor in foundation and plinthincluding supply of all materials,labour and T&P etc. required for proper completion of work.(As per SI No-305) |
| 4 | Class-150 brick work in 1:4 cement and coarse sand of 2.5 F.M. mortor in Super Structureincluding supply of all materials,labour and T&P etc. required for proper completion of work.(As per SI No-305+309+310) |
| 5 | RCC Work with cement approved coarse sand and 2 cm gauge approved stone gritt in proportion of 1:1.5:3 in lintal;es of doors and windows excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T & P etc. required for proper completion of work. binding wire cost being included in the item (As per SI No-284) for slab |
| 6 | 285- As in item 283 above but in theplinth beams |
| 7 | 285- As in item 283 above but in the lighter beams |
| 8 | 287- As in item 283 above but in RCC raft foundation and footing |
| 9 | 288- As in item 283 above but in RCC T-Beam and slab roofs and RCC Columns |
| 10 | Mild steel or iron in plain work such as reinforcement concrete or reinforced bricks work (when not include in an all over rates) wrought to required shape as necessary including bending for proper completion of work and including supply of all steel and wastage and over lapping & hooks. (as per SI No-504) |
| 11 | Cementconcretewith4cm.(1½\")gaugeapprovedstone,ballast,approvedcoarsesandandcementintheproportionof4:2:1includingsupplyofallmaterials,labourandT&Petc. required for proper completion of the work. |
| 12 | LayingC.Croadslab10cm(4\"0thickconsistingof1:2:4cement,coarsesand&approved2cmgaugestonegrit,overpreparedsubgradeafteritsrectifications&bringingittopropercamberandincludingsupplyofallmaterials,labourT&Petc.requiredforpropercompletionofwork,finishedtorequiredtempleteasdirectedbyE/I.butexcludingcostofmetalrequiredforreflection of the sub-grade. Take a slab length of 33 rft. and 4\" in depth. |
| 13 | 12mm Thick plaster with cement mortar in proportion of 1:4 cement & Coarse sand of 1.25FM(as per SI No-584A) |
| 14 | 2.5cm thick 1:2:4 plain cement concrete floor with cement, approved coarse sand and 2cm graded approved stone shingle laid panel finished with 3mm floating coat of neat cement or cement and marble dust in 5:1 as specified over & including 8cm thick base concrete consisting of cement local sand and brick ballast 4cm gauge in the proportion of 1:4:8 and removing any over lapping mortar at the joints of panel if any and giving them a uniform finish including supply of all masterial labour and T&P etc. required for proper completion of the work (as per SI No-605. without base concrete |
| 15 | 2.5cm thick 1:2:4 plain cement concrete floor with cement, approved coarse sand and 2cm graded approved stone shingle laid panel finished with 3mm floating coat of neat cement or cement and marble dust in 5:1 as specified over & including 8cm thick base concrete consisting of cement local sand and brick ballast 4cm gauge in the proportion of 1:4:8 and removing any over lapping mortar at the joints of panel if any and giving them a uniform finish including supply of all masterial labour and T&P etc. required for proper completion of the work (as per SI No-605. without base concrete |
| 16 | Distemper two coat with oil bound distemper of approved brand and manufacture (as per SI No-649+650) |
| 17 | Finishing walls with Acrylic smooth exterior paint of required shade new work (Two or more coat applied @ 1.67ltr/10sqm over and including base coat of water proofing cement paint applied @ 2.2kg per sqm) as per SI No-13.46.1 |
| 18 | Painting two coat over priming coat( but excluding cost of priming coat) on wood or steel and other metal surface with superior synthetic enamel standard make brushing to give an even shade and finish and including cleaning the surface of all dirt dust and other foreign matter sand papering and stripping including cost of all material labour T&P etc required for the proper completion of the work (As per SI No-2+3(iii)) |
| 19 | Earth work in cutting or in or in embankment in ordinary soilexcavation to be the form of regular pits not exeeding 1/2 metre (20**) in depth and to be 20 cm in layersincluding ramming and dressing the surface to be required levels and slops and also includinglift and leads as per S I No. 253.Cartage from 2.0km. including lead 30mt & lift 1.5 mt |
| 20 | M.S. or Iron work in angle Iron door and window frame including cutting,welding & wastage including supply of all materials, labour T&P etc. required |
| 21 | Supply & fixing of flush doors commercial quality conforming to IS 2202 part 1 (1983) including fixing of wooden cleats and stoppers and including fixing and adjustment to hinges bolts locks handles springs fitting with necessary screw to be supplied departmently |
| 22 | Electrification work |
| 23 | Miscellaneous items not cover under above schedule but required for proper completion of work as per site requirement and direction of Engineer in charge. |
