Repair and Modification of 01 Nos. 2x5 MVAR Capacitor Bank foundation at 132 KV S/S Jalaun.(P.R. No. 1300074709/2025)

Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. (CSI. No. 2.25A )

1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) (CSI. No. 4.1.10 )

Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns (For CC work) (CSI. No. 4.3.1)

Providing and laying in position 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level (CSI. No. 5.1.2 )

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete (For RCC) raft (CSI. No. 5.9.1 )

Mild steel and Medium Tensile steel bars Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (CSI. No. 5.22.1 )

12mm thick plaster finished with a floating coat of neat cement of mix 1:4 ratio. (CSI. No. 13.7.2)

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.(CSI. No. 15.3)

Supply of 25 mm dia.m.s. anchor bolts (conforming to is-226) 500 mm long with base plate(5 0x50x6 mm)welded with anchor bolts,including its threading upto a length of 10cm. and galv anizing upto 15cm from top, also supply of a pair of galvanized standard nuts with threadi ng including supply of 5mm thick washer and cost of labour material and t&p etc. required for proper completion of the work. (CSI. No. 29.15)

Fixing and grouting 25 mm and 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. 29.16)

Fixing of template in position level and alignment for grouting of Anchor bolt in Auxiliary fdn (labour rate only). (CSI. No. 29.24)

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. 29.34)

2.5 cm thick 1:1.5:3 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. 29.35)