Remodeling of Legha Minor from RD 0-16900 offtaking at RD 45500-R Jui Canal and Legha Kairu Link Channel from RD 0-9600 offtaking at RD 16900-L Legha Mr.

Amount

Silt clearance Basket work with a combined lead upto 7.5 m undressed

Earth work excavation in ordinary soil Kassi work undressed involving an average horizontal throw upto 2 metres, and an average vertical lift upto 0.05 metre including breaking of clods.

Excavation for pipeline running under pressure in trenches and pits.

Dismantling brick or flagged stone slab flooring with out concrete base

Supply, fabrication, fixing and Testing of stainless steel (SS-316) Manual Coarse Bar screen with flat bar 50mm X 10mm, Spacing of bars 50mm 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 and up to 3m channel depth

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 of the Engineer with all lead and lift.

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, gridients 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 1/2 cement sand mortor 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. 2938, 29.44, 29.45, & 29.46 including cartage loading and un loading complete in respects. The internal diametric of the sewer being 1600mm

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, gridients 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 1/2 cement sand mortor 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. 2938, 29.44, 29.45, & 29.46 including cartage loading and un loading complete in respects. The internal diametric of the sewer may considered 1600mm instead of 1500mm as per IS Code 458:2003

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, gridients 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 1/2 cement sand mortor 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. 2938, 29.44, 29.45, & 29.46 including cartage loading and un loading complete in respects. The internal diametric of the sewer may considered 1400mm instead of 1300mm as per IS Code 458:2003

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, gridients 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 1/2 cement sand mortor 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. 2938, 29.44, 29.45, & 29.46 including cartage loading and un loading complete in respects. The internal diametric of the sewer being 1200 mm

earth filling under floors with surplus soil, excavated from foundation and taken only from outside the building plinth, in 15 cm layers including ramming watering and consolidating lead upto 30 metres

Excavation for pipelines 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 layers and restoration of unmetalled or unpaved surface to itsoriginal or unpaved the cost of dewatering of rain water, diversion of traffic, night signals, fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc., and disposal of surplus soil outside and inside the town, involving lead upto one km in ordinary soil- Including timbering and Shoring upto 1.5m

Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chhajjas, shelves etc. inclination not exceeding 25 degree with horizontal.

Centering and shuttering for faces of walls, partitions, retaining walls, well staining and the like (vertical or battering) including attached pilasters, buttresses etc.

Cement Concrete 1:3:6 with stone aggregate 20mm nominal size in foundation and plinth.

Cement Concrete 1:2:4 with stone aggregate 20mm nominal size in foundation and plinth.

Cement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work but excluding steel reinforcement centering and shuttering in foundation and plinth.

First class brick laid in cement sand mortar 1:4 in foundation and plinth.

20 mm thick cement plaster 1:4 in 2 coats work.

Providing and fixing piller

Providing and fixing distance mark

Painting one coat with ready mixed pait for mettallic surfaces in all shades on old steel or iron work

Cold twisted deformed (ribbed/ or steel) bars for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding and placing in position complete.

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

Credit of old bricks