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| 1 | Excavation in foundation in ordinary soil (Loam Clay or Sand) including lift upto 1.5m and leadupto30mandincludingfilling,wateringandrammingofexcavatedearthintothe trenches or into the space between the building and sides of the foundation work. (CSI No. 4.01) |
| 2 | River Bed Fine Sand filling in plinth including supply of necessary quantity of fine sand from outside the UPPCL premises including watering, dressing etc. Rate to include cost of all materials, labour and T&P etc. required for proper completion of work.(CSI No. 4.05) |
| 3 | Levelling and dressing and making proper slopes including cuttingand filling of earth upto a depth 100mm if so required includingall labour T&P etc. required for proper completion of the work . (CSI No. 4.11) |
| 4 | 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) |
| 5 | Concrete with 4 cm gauge 1st class stone ballast, coarse sand and cement in proportion of 8:4:1 in foundation & under floors including supply of all materials, labour & T&P etc. complete. (CSI no. 5.04a) |
| 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 | Same as item no 7but for RCC pile caping, gantry walls/columnfoundations and RCC pedestals but in the proportion 1:1.5:3. (CSI No. 5.28) |
| 10 | Arranging and spreding 75 mm thick broken grit 20 mm (Granite stone)uniformfor turfing over 100mm thick base course of C.C. In 1:4:8 (1cement:4coarse sand: 8, 40mm stone ballast) top finish by brooming of cement mortar 1:4(1cement: 4 Coarse sand) including supply of all materials, labour and tools and plants etc. required for proper completion. (CSI No. 5.31) |
| 11 | First class brick work in 1:6 cement and coarse sand(F.M.1.8 to 2.5) mortar in foundation and plinth including supply of allmaterials, labour & T&P etc. required for proper completion of work. (CSI No. 6.01) |
| 12 | 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) |
| 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 | 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) |
| 15 | 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) |
| 16 | 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) |
| 17 | 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) |
| 18 | Same in item 9.31 above but for auxiliary structure. (labour rate only). (CSI No. 9.32) |
| 19 | 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) |
| 20 | 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) |
| 21 | 12 mm thick plaster with cement mortar consisting of one part of cement & six part of coarse sand(1:6),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. 11.09) |
| 22 | 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) |
| 23 | 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) |
| 24 | 2.5cmthick1:2:4plaincementconcretefloorwithcement,approvedcoarsesand&2cm gradedapprovedstone ballastlaidin panelsfinishedwith3mmfloatingcoatofneatcementor cementandmarbledustinratioof5:1asspecified 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. 12.02) |
| 25 | 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) |
| 26 | As in item 13.01 above but for every coat after first coat. (CSI No. 13.02) |
| 27 | Painting letters & number over cable trench cover or other places with the help of stencils including painting of base of 150 mm. dia of one coat of primer and two coats of superior quality synthetic enamel paint size of letter to be 60 mm. x 10 mm. including cost of all materials labour and T&P etc. required for proper completion of the work including placing of Trench covers in required position (CSI No. 13.28) |
| 28 | 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) |
| 29 | Providing and laying floor of 8 mm thick vitrifiedtiles in flooring or skirting of approved brand (Bell, Johnson or equi. make)size of 600x600 mmof approved shade, colour and pattern , laid over base cement mortar 1:4 mix including finishing the joints with white cementmixed with pigment to match the shade of tile including cost of all material, labour and T&P required for proper completion of the work. (CSI No. 12.18) |
| 30 | 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) |
| 31 | Supply and Laying 6 mm thickglazed tiles in skirting / dado laid with1:3 cement and approved coarse sand mortar finished with whitecement slurry, jointing and polishing complete,including supplyof all materials, labour and T&P etc. completion required for proper completion of the work.(CSI No. 12.12) |
