SPECIAL REPAIRS CC ROAD AND PROTECTIVE WORKS AT MUSSOORIE CANTT

Amount

Excavation in trenches, n exc 1.5m wide and n exc 1.5m in depth; for foundation, etc. and n exc 1.5m in depth and getting out in hard / dense soil complete all as specified and directed

M&L for plain cement concrete 1:4:8 Type D-2 (using 40 mm graded stone aggregate) in foundations, filling and mass-concrete complete all as specified and directed

Walling of random rubble uncoursed, well bonded bedded and solidly hearted built in CM 1:6 complete all as specified and directed.

Returning, filling in including spreading, leveling watering and well ramming in layers not exceeding 25 centimeter in soft/loose soil complete all as specified and directed.

Removing excavated surplus soil/material exc 250 meter & n exc 500m and depositing where directed complete all as specified and directed

S&F PVC pipe (SWR) of 75mm bore in any length laid in retaining wall for weep holes complete all as specified and directed.

M&L Precast cement concrete bonders made from PCC (1:3:6) type C-1 (Using 20mm graded stone aggregate) in lieu of stone bonder and set in CM 1:6 including necessary formwork etc complete all as specified and directed.

M&L raised pointing in CM (1:3) to random rubble masonry uncoursed or brought up to coarse complete all as specified.

Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints as specified of random rubble walling un-coursed or brought up to course, hammer dressing with maximum depression on face from straight edge held against the dressed surface n.exc 40mm (lime or sand stone) complete all as specified and directed

Excavating in post holes (or similar holes) each not exc 0.5 Cum in hard or dense soil, getting out, returning filling in and ramming earth or broken rubble mixed with earth around in layers not exc. 25 cm thick watering and well ramming and removing surplus soil to a distance n, exc 50m and making good surface complete all as specified and directed

M&L cement concrete 1:2:4 (Nominal mix) type B2 using 40 mm graded crushed stone aggregates in foundation filling and mass concrete complete all as specified and directed

S&F mild steel work as in post and struts etc in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed

M&L preparation of new surface of any description and applying two coats of synthetic enamel paint over a coat of red oxide primer on steel surface over 10cm width or girth complete all as specified and directed

Surface excavation n exc 30 cm deep and averaging 10 cm in hard/ dense so complete all as specified and directed

M&L PCC 1:3:6 type C-2 (using 40 mm graded stone aggregate) as in foundation incl necessary form work complete all as specified and directed

M&L granite / cobalt stone of size 100x100x100 mm in path/ pavings over and including 15 mm thick screed bed in CM 1:4 and block laid as per direction and joints shall be filled as per cobaled path pattern set and jointed in neat cement slurry and pointed in white or coloured cement to match the surface complete all as specified and directed

M&L for PCC 1:2:4, type B-1using 20 mm graded crushed stone aggregates as in copings , benching, bedplates etc. including all necessary formwork etc.complete all as specified and directed

M/s RAM RATAN AND SONS

TRILOK SINGH KHAROLA

BALAJI AND CO