Parking and raising of Boundary wall in the campus of Govt. Sr. Sec. School Naraingarh in Ambala Distt.

Amount

Earth work non plastic or Tibba Sand under floors taken from outside of campus area with all lead and lift including loading, unloading, laid in 15 cm layer including ramming, watering, consolidating, compaction, and compensation of earth etc., complete in all respect as per the direction of engineer in charge. (NS).

Cement concrete 1:4:8 with stone aggregate 40 mm nominal size in foundation and plinth. (HSR 10.39)

Cement concrete 1:1½:3 with stone aggregate 20 mm nominal size in foundation and plinth (HSR.10.42)

First class brick work laid in cement sand mortar 1:6 in 1st storey upto 4 metre above plinth level. (HSR 11.7)

15mm Thick Cement Plaster 1:4 on the rough side of single or half brick wall. (HSR 15.10).

Constructing brick masonry inspection chamber sizes as given below upto 0.60 metre average depth in cement mortar 1:5 lime concrete with 40 percent limer mortar 2:3 in foundation cement concrete 1:2:4 benching 12 mm thick cement plaster 1:2 with a floating coat of 1 mm thick of neat cement R.C.C. 1:2;4 slab 100 mm thick./C.C. topping 50 mm thick with 455 mm x 455 mm 610 mm inside light duty C.I. inspection chamber cover and frame weight as per I.S.I. specification painted with 3 coats of black bitumastic superior paint coplete as per standard design. (c) Size 600 mm x 900 mm inside (with 455 mm x 455 mm cover and frame light duty singel weighing 20 Kg with R.C.C. slab). (HSR 29.84). (a) Size 450 mm x 450 mm

Providing, lowering, laying, cutting (cut surface to be uniformity finished) jointing with rubber rings marked with IS:5382 and testing of SPIGOT AND SOCKETTED RCC NP2 MARKED WITH IS:458-1988 and specials into trenches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction to the Engineer -in-charge. (a) 200 mm dia. (HSR 29.93).

Providing and fixing SFRC manhole covers and frames markd with IS: 12592 including setting the same to correct lines and levels in 1:2 cement sand mortar over manhole including carriage loading, unloading stacking, handling, re-handling etc. complete in all respect to the satisfaction of engineer-in-charge. Type: Extra heavy duty set (MD-10) 560 mm clear opening. (HSR 29.94)

Providing and laying 100 mm thick granular sub base consisting of drainage layer confirming to Table 400.1 Grading –VI of MORT&H 5th edition, mixing in a mechanical mix plant at OMC, carriage of mix material to the site of work, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve desired density complete as per clause No.401 of MORT&H specifications for road & bridge (5th Revision) of 2013. (NS).

Providing and laying 80 mm thick ISI marked interlocking paver blocks (confermining to is 15658:2006) of all shapes and colours of design mix cement M-40 over a bed 30 mm thick fine sand complete in all respect(HSR 10.159)