|
| 1 | Excavation in foundation in ordinary soil (Loam Clay or Sand) including lift upto 1.5m and lead upto 30m and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of the foundation work. (CSI No. 4.01) |
| 2 | Add to Earth work item (SI No. 4.01 to 4.03) for every additional 30m lead or partthereof or for every additional 1.5M lift or part thereof. (CSI No. 4.04) |
| 3 | Concrete with 4cm gaugestone ballast, coarse sand& cement in proportion of 12:6:1 in foundations &under floors including supply of all materials, labour and tools and plants etc. required for proper completion. (CSI No. 5.02) |
| 4 | Cement concrete with 2cm gauge approved hard stone ballast,coarse sand and cement in proportion of 4:2:1including supply of all materials, labour,side shuttering ifrequired and T&P etc. required for proper completion of work. (CSI No. 5.06) |
| 5 | RCC work with cement, approved coarse sand and2 cm gauge graded approved hard stone ballast like granite, quartzite etc from Dalla, Jhansi or other quarries in proportion 1:1.5:3in lintels of doors and windows, excluding supply of reinforcement & its bending but including its fixing and binding the same with binding wire, including cost of all other materials labour and T&P. (CSI No. 5.23) |
| 6 | Concreting of 40 mm thick RCC trench covers in mild steel framework with RCC 1:1.5:3 in Cement, coarse sand and 2cm gaugegraded hard stone ballast with 3mm thick floating coat of neatcement finish on top of cover complete with all labour, materials and placing the same in proper position at required location of cable trench within the substation area. (CSI No. 5.18) |
| 7 | Cement concrete with 2cm gauge approved hard stone ballast,coarse sand and cement in proportion of 3:1.5:1including supply of all materials, labour,side shuttering ifrequired and T&P etc. required for proper completion of work(CSI No. 5.21) |
| 8 | RCC work with cement, approved coarse sand and2 cm gauge graded approved hard stone ballast like granite quartzite etc from Dalla, Jhansi or other quarries in proportion1:1.5:3 in raft foundation and footings , excluding supply of reinforcement & its bending but including its fixing and binding the same with binding wire, including cost of all other materials labour and T&P. (CSI No. 5.27) |
| 9 | RCC work with cement, approved coarse sandand2 cm gauge graded approved hard stone ballast like granite, quartzite etc from Dalla, Jhansi or other quarries in proportion 1:1.5:3in RCC T beam-slab and column, excluding supply of reinforcement & its bending but including its fixing and binding the same with binding wire, including cost of all other materials labour and T&P . (CSI No. 5.29) |
| 10 | First class brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of allmaterials, labour & T&P etc. required for proper completion of work (CSI No. 6.03) |
| 11 | Reinforced brick work for walls in 1:3 cement and coarse sand in foundation and plinth including supply of all labour,materials, T&P etc required for proper completion of work. Thereinforced steel work shall be measured separately against M.S.Steel Works of chapter 9. (CSI No. 6.20) |
| 12 | As in item 6.20 above but reinforced brick work in super structure ofWall. (CSI No. 6.21) |
| 13 | TMT/Tor steel in plain work such as reinforced concrete orreinforced brick work (when not included in an over all rates)wrought to required shape as necessary including bending forproper completion of the work and including supply of steel its wastage, bend, hooks and authorized overlapping shall be measured. (Steel shall be arranged by the contractor) (CSI No. 9.03) |
| 14 | As in item 9.03 above but when steel is provided by the Department.(CSI No. 9.04) |
| 15 | Supplyof 25 mm dia.M.S. Anchor bolts (conforming to IS-226) 500 mmlong with base plate(50x50x6 mm)welded with anchor bolts,including its threading upto a length of 10cm. and galvanizing upto 15cm from top, also supply of a pair of galvanized standard nuts with threading including supply of 5mm thick washer and cost of labour material and T&P etc. required for proper completion of the work.(CSI No. 9.14) |
| 16 | Fixing and grouting 25 mmand below dia M.S. Anchor bolt in proper alignment level and setout with the help of a template including supply of all labour T&P etc. reqd. for proper completion of the work. (labour rates only) . (CSI No. 9.15) |
| 17 | Providing M.S. Frames work, rack etc for R.C.C. Trench covers and edging with M.S. angles and M.S reinforcement including cutting, bending and welding as per approved drawing. Therate is including cost of all labour, materials etc. as required for proper completion of the work.(CSI No. 9.20) |
| 18 | Grouting of 90/105 lbs M.S. railincluding cost of all materials,labour & T&P for fixing of rail in proper alignment, leveland position in transformer plinth foundation etc. as perdirection of Eng I/C. (Rail to be supplied by thedept.)(labour rates only) .(CSI No. 9.25) |
| 19 | S/F in position 105 lbs M.S. Rail for transformer plinth including cost of all labour, material and T&P etc. required for proper completion of the work. (CSI No. 9.27) |
| 20 | Fixing and grouting of trench edging in proper level andalignment including cost of all labour, and T&P etc. required forproper completion of the work but excluding cost of C.C. (labour rates only) . (CSI No. 9.30) |
| 21 | Fixing of template in position level and alignment for groutingof Anchor bolt in auxiliary structure (labour rate only). (CSI No. 9.32) |
| 22 | Fixing of cable trench racks in proper position and alignment including cost of all labour, material and T&Petc. required for proper completion of the work (Labour rate only). (CSI No. 9.33) |
| 23 | 12 mm thick plaster with cement mortar consisting of one part of cement & four part of coarse sand (1:4), minimum thickness not to be less then 10 mm including supply of all material, labour and T&P etc for proper completion of work. (CSI No. 11.07) |
| 24 | Champering the edge of concrete in auxiliary structure, of size 25 mm wide in triangular section including all materials, labour & T&P etc complete. (CSI No.11.18) |
| 25 | 3 mm thick floating coat of neat cement finish including supply of all materials,labour and T&P etc. required for proper completion of the work.( cement consumption 0.044 bag/Sq.m.) (CSI No. 11.20) |
| 26 | 4.0 cm thick 1:2:4 plain cement concrete floor with cement, approved coarse sand & 2cm graded approved stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 as specified and removing any overlapping mortar at the joints of the panels if any and giving them a uniform finish including supply of all materials, labour and T&P etc, required for proper completion of the work. without base CC (CSI No. 12.04) |
| 27 | First class bricks on edge floor laid dry, joints sand filled,including preparation of base to proper slope and its rammingincluding supply of all material labour & T&P etc. required forproper completion of the work. (CSI No. 12.07) |
| 28 | Supply of 80 mm thick I shaped mechanically compressed inter locking cement concrete paver block manufactured by high pressure & controlled vibration machine having plan dimension 200X(160+120 mm) with minimum 5 mm thick toping of O.P.Cement mixed with 25% marble powder. The compressive strength of concrete pavers blocks shall not be less than 30 MPa & 4.5 Kg/No. including cost of all material, labour, T&P etc. required for proper completion of work as directed by Engineer-in-charge but excluding G.S.T. which shall be paid extra as per rules. (CSI No.12.23) |
| 29 | Painting or varnishing new iron work in small areas or new woodwork with one coat of ready mixed priming paint and one coat ofapproved superior quality ready mix paint \"Luxol\" or equivalentbrand or varnish including supply of all materials, labour and T&P etc. required for proper completion of the work. Paint to be used should conform to the I.S. 103-1950. (CSI No. 13.01) |
| 30 | As in item 13.01 above but for every coat after first coat. (CSI No. 13.02) |
| 31 | Painting one coat with APEX or equivalent brand weather coat paint on new wall surfaces (well prepared with Birla putty and one coat of primer ICI or equivalent which shall be paid separately) including through washing with water including cost of all materials, labour, T&P required for proper completion of work. (CSI No. 13.22) |
| 32 | Same as in item no 13.22 above but for every coat of additional APEX or equivalent brand weather coat paint . (CSI No. 13.23) |
| 33 | Dismantling brick work or stone work in lime or cement mortar andincluding stacking of materials as directed by theEngineer-in-charge within a distance of 60 metres. (CSI No. 15.01) |
| 34 | Dismantling reinforced cement concrete or reinforced brick work,including stacking of dismantled materials as directed by theEngineer-Incharge within a distance of 60 metres. (CSI No. 15.03) |
| 35 | Dismantling cement concrete or brick or granolithic floorsincluding base concrete and including stacking of dismantledmaterials as directed by the Engineer In-charge within a distanceof 60 metres. (CSI No. 15.05) |
| 36 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber & consolidating with road roller including making good the undulations etc.& re-rolling the sub grade & disposal of surplus earth with lead upto 50 metres. (CSI No. 18.01) |
| 37 | Laying cement concrete road slabconsisting of 1 part cement 1.5 part approved coarse sand and 3 part approved 20mm down graded stone aggregate over prepared sub grade after its rectification and bringing it to proper camber and shape,finishing with TRIMIX machine ,concrete hardner and making good to the satisfaction of E/I inclduing cost of all materials, labour and T&P etc. required for proper completion of the work. (CSI No. 18.13) |
| 38 | Filling of 20 mm. wide 100/150 mm. deep joint with coarse sand and saw dust mixed with hot bitumen etc. complete including supply of all materials, labour and T&P etc. required for proper completion of the work. (CSI No. 18.14) |
| 39 | Placing of trench cover of all size in proper position including transportation from different places within the S/S area including all labour, T&P etc. required for proper completion of the work as per direction of Engineer - in - charge. (CSI No. 20.11) |
