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| 1 | Clearing jungle including uprooting of rank vegetations,grass, bush,wood, trees and saplings of girth upto 30cm measured at a height of 1.0m above ground level and removal of rubbish upto a distance of 50m outside the periphery of UPPCL area cleared. (CSI No. 4.08) |
| 2 | Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.5 meter and lead upto 30 meterand including filling, watering, and ramming of excavated earth into the trenches or into the space between the building and the side of the foundation work.(C.S.I. No 4.01) |
| 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 | 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) |
| 5 | 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) |
| 6 | 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) |
| 7 | 1st Class brickwork in 1:6 cement and coarse sand . mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. (C.S.I. No.6.01) |
| 8 | Same as in item no. 3above B.W. in 1:6 in super structures but for wall one brick (230mm) thick (C.S.I. No. 6.01+6.07+6.08) |
| 9 | Same as in item no. 3above B.W. in 1:4 in super structures but for wallbrick (230mm) thick (C.S.I. No. 6.03+6.07+6.09) |
| 10 | 2.5 cm. thick damp proof course of cement concrete consisting of 1 part cement 1.5 parts approved coarse sand (F.M.1.8 to 2.5), and3 parts approved 12 mm. graded stone grit and also including liquidwater proofing material as approved by the Engineer-Incharge in the proportions specified by the manufacturer. (CSI No. 7.02) |
| 11 | 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) |
| 12 | Mild Steel or Iron work in heavy sizes such as trusses built upgates, door frames, record, racks roof work gates etc. wrought torequired form including holes rivetting or welding where necessary and also fixing in proper position and alignment including cost of all materials supplied by contractor. (CSI No. 9.01) |
| 13 | 12 mm thick plaster with cement mortar consisting of one part of cement & six 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) |
| 14 | Add for extra labour and matarials for plaster over rough face of one brick thick wall.(C.S.I. No. 11.12) |
| 15 | Grouting of vertical or inclined post of pale/chain/security fencing in truelevel, alignment and in plumb or inclination as required,including cost of all labour, materials and T&P required forproper completion of work. ( Post and concrete for grouting shall be measured separately) (CSI No. 9.28) |
| 16 | Painting two 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+13.23) |
| 17 | Painting or varnishing new iron works or new wood work with one coat of ready mixed priming paint and two coats of approved superior quality ready mixed paint LUXOL or equivalent brand or varnish including supply of all materials, labour& T&P etc. required for proper completion of the work (C.S.I. No. 13.01+13.02) |
| 18 | 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) |
| 19 | P/F Concertina coilfencing with required dia. 600 mm upto 3 M height of wall between existing angle iron ‘Y’ shaped placed 2.4 M or 3.0 M apart and with 6 horizontal R.B.T. stud tied with G.I. staples and G.I. clips to retain horizontal including necessary bolts or G.I. barbed wire tied to angle iron all complete ( No. of rounds will be 7 to 8 in one Meter length) as per direction of Engineer I/C with reinforced barbed tape (R.B.T.)/ Spring core (2.5mm thick ) wire of high tensile strength of 165 kg/Sqmm with tape ( 0.52 mm thick ) of supreme make or equivalent and weight 43.478 gm/meter ( cost of MS angle, C.C. blocks shall be paid separately).(CSI No. 9.37) |
| 20 | Providing (12x15) mm section groove in plasterincluding all material, labour andT&P etc. required for proper completion of the work. (CSI No. 11.16) |
| 21 | 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) |
| 22 | Providing and Fixing barbed iron wire fencing including stretching, fixing into the post including all labour, materials and T&P required for proper completion of work. the weight of hot dipped GI barbed wire having 12 SWG - 2 ply wires and 4 point ordinary barbs @ 150 mm (approx) C/C should be 100 gm per Meter. (CSI No. 9.07) |
