CA NO. CWE/HILLS/RKT/57 OF 2026-2027 PROVN OF GUARD ROOMS WITH ATTACHED TOILETS (SINGLE STOREY AND DOUBLE STOREY) AT KUMAON REGIMENTAL CENTRE RANIKHET UNDER GE RANIKHET

M&L for Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) n exc 1.5 mtr including getting out and disposal of excavated earth in hard dense soil and .lead upto 50 m and lift upto 1.5m, complete all as specified and directed.

M&L for Grubbing up tree trunk of girth exc 200 cm and n ot exc 250 cm incl cutting of trunk portion protruding over ground, digging out roots, filling holes and leveling off ground stacking of serviceable material and removing of unserviceable material to a distance n.exc 50m and clearing site complete all as specified and directed.

All as per item No. 2 here in before -diito- but tree trunk of girth exc 250cm and not exc 300 cm complete all as specified and directed.

M&L for Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point where directed complete all as specified and directed.

M&L for Surface dressing n exc 15 cm deep getting out in hard/dense soil complete all as specified and directed.

M&L for Excvation in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/ loose of soil complete all as specified and directed.

M&L for Excvation in trenches, n exc 1.5 m wide and exc 1.5 m but n.exc 3.0 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/ loose of soil complete all as specified and directed.

M&L PCC (1:3:6) type C-2 as in foundation filling and mass concrete complete all as specified and directed.

M &L RCC M-25 (using 20mm graded stone aggregate) design mix for foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. Note : Design/Sectional detail of RCC structure shall be decided by Engr-in-Charge as per ground requirement.

M&L Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter etc. complete all as specified and directed.