Rehabilitation of Rehrodi Minor (Underground Pipe line) from RD 0 to 17500

Amount

Earth work with a combined lead upto 7.5 m undressed (HSR No. 6.1 b)

Kassi work undressed involving an average horizontal throw upto 2 meters, and an average vertical lift upto 0.05 meter including breaking of clods. (HSR No. 6.2 a)

Excavation for pipeline running under pressure in trenches and pits (HSR No. 6.9 a)

Excavation for pipeline running under pressure in trenches and pits, in streets & lanes including trimming and dressing sides, leveling of beds of trenches to correct grade, cutting joint holes, cutting trees and bushes, etc, refilling consolidation and watering of refill, in 15 cm layer (HSR No. 6.9 b)

Earth filling under floors with surplus soil, excavated from foundation and taken only from outside the uilding plinth, in 15 mc layers including ramming watering and consolidating lead upto 30 meters. (HSR No. 6.13b)

Dismantling brick or flagged stone slab flooring without concrete base (HSR No. 8.5 b)

Supply, fabrication, fixing and Testing of stainless steel (SS-316) manual coarse Bar screen with flat bar 50 mm x 10 mm, Spacing f bars 50 mm suitable for mounting in channel of specified size with inclination not more than 45 degree and a movable covered containers of 1 cum capacity complete in all respect as per technical specification and the direction of the Engineer. Manually Raked Coarse Bar Screen with 50 mm clear opening for following PEAK FLOW and upto 3 m channel depth. (SOR No. 18.3)

Providing bedding/hunching for pipe with clean sand passing through IS sieve 2.36 mm and retained on 180 micron sieve in layers including ramming, consolidation complete in all respect as per specification and the direction f the Engineer with all lead and lift. (SOR NO.19.7)

Providing lowering, cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 which spigot & socketted joints manufactured with ISI 12330 with rubber rings ISI marked antitermmite as required at site, into trenches, for all depths and laying out the same to correct alignment, gradients and level including dressing and trimming and cutting of concrete beds and sides of trenches, if required, jointing with rubber ring in trenches and jointing with 1:1 ½ cement sand mortar and finishing the joints at an angle of 45 degree with face of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in HSR item No. 29.38, 29.44, 29.45 & 29.46 including cartage loading and unloading complete in all respects. The internal diametric of the sewer being: 1000 mm (HSR No 29.96)

-do- 900 mm (HSR No 29.96)

-do- 650 mm (HSR No 29.96)

Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chhajjas, shelves etc inclination not exceeding 25 degree with horizontal. (HSR No. 9.1)

Centering and shuttering for face of walls, partitions, retaining walls, well staining and the like (vertical or battering) including attached pilasters, buttresses (HSR No. 9.5)

Cement Concrete 1:3:6 with stone aggregate 20 mm normal size in foundation and plinth (HSR No. 10.40)

Cement Concrete 1:2:4 with stone aggregate 20 mm normal size in foundation and plinth (HSR No. 10.41)

Cement Concrete 1:2:4 with stone aggregate 20 mm normal size for reinforced concrete work but excluding steel reinforcement centering and shuttering in foundation and plinth (HSR No. 10.79)

First class brick laid in cement sand mortar 1:4 in foundation and plinth. (HSR No. 11.4)

20 mm thick cement plaster 1:4 in 2 coats work. (HSR No. 15.15)

Cold twisted deformed (ribbed/or steel) bars for R.C.C. Work where not included in the complete rate of R.C.C. including bending, binding and placing in position complete (HSR No. 18.22)

Providing and fixing SFRC Manhole Covers and Frames Marked 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 (EHD-35) 560MM clear opening (HSR No. 29.94)

Credit of old tile brick lining

M/S SHREE BALAJI BUILDERS