Constructing pipeline drain for dewatering with recharging of flood water from RD 5830 to 3610 Linking with existing hodi already constructed of village Shakkarpura outfalling in Rangoi Nallah at RD 7.25 KM

Amount

Earthwork excavation in embankments and cuttings in ordinary soil exclusive of compensation of earth, earth work duly dressed with a combined lead upto 30 meters including breaking of clods, extra for every 7.5 meters additional lead upto 60 meters as per H.S.R item No. - 6.2 (b) (c) (i) and 6.3 (i)

Laying Cement concrete 1:3:6 with stone aggregate 20mm nominal size in foundation and plinth as per H.S.R. item No.- 10.40

First class brick work laid in cement sand mortar 1:3 in foundation & plinth as per H.S.R. item No.-11.5

First class brick work laid in cement sand mortar 1:3 in first storey upto 4 metres above plinth level as per H.S.R item No. -11.10

Laying cement plaster 12mm thick laid in cement mortar 1:3 as per H.S.R. irem No.-15.4

Reinforcement Cement concrete 1:2:4 with stone aggregate 20mm nominal size for reinforced concrete work, but excluding steel rainfrocement, centring and shuttering in foundation and plinth as per H.S.R. item No. 10.79

Steel Reinforcement Cold twised deformed (ribbed/tor 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 as per H.S.R. item No.-18.22

Welded Wrought Iron & Mild Steel Grills (using angles, flats, square bars, tee and channels) ladders grills, grattting frames, window guards, iron doors openable or fixed stair case or parapet or any other type of railing, gates and tree guards etc., including cost of screws and welding rods or bolts and nuts complete fixed in position as per H.S.R. item No. - 18.12

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 600mm dia 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 as per H.S.R. item No.- 28.60

Providing, lowering, cutting, jointing and testing RCC pipe class NP3 as per IS 458-2003 with spigot & socketted joints manufactured with ISI marked sulphate Resistance cement as per ISI 12330 with rubber rings ISI marked, antiternmite as requierd at site, into trenches, for all-depths and laying out the same to correct alignment, gridients and levels including dressing and trimming and cutting of concrete beds and sides of trenches, if required, jointing with rubber rings in trenches and jointing with 1:1 ½ cement sand mortar and with end dowels filled with 1:1 ½ cement sand mortar adn finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc as fully described in H.S.R 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 600mm dia as per H.S.R item No. - 29.96

Excavation for pipelines running under pressure in trenches and pits, in open areas, where disposal of surplus earth is done alongwith the alignment including trimming & dressing sides, leveling of beds of trenches to correct grade, cutting joint holes, cuttnging trees and bushes, etc. refiling consolidation and watering of refill, in 15cm layers adn restoration of unmetalled or unpaved surface to its original condition, including the cost of dewatering of rain water, diversion of traffic, night signals, fixing caution boards, watching, fencing etc. and outside the town in ordinary soil with out timbering and shoring as per H.S.R. Item No. -6.8 (a)

Centering and shuttering for slab culverts upto 3mtr. Span as per H.S.R item No. -9.18 (a)

Centering and shuttering for faces of walls, partitions, retaining walls, well steining and the like (vertical or battering) including attached pilasters, buttresses etc. as per H.S.R. item No.-9.5

Drilling of bore hole of 10” dia by machine including labour

Providing & lowering of well casting / striver / screen 200 mm dia UPVC (CS & CM) 10 Kg pressure/ cm2(ISI marked) Specification as per IS 12818-2010

Providing & fixing 200 mm dia UPVC socklet 10 Kg (ISI marked) Specification as per IS 12818-2010

Jali, Rivet, brass, disco, solvent & cap. specification as per IS 12818-2010. (N.S)

Supply, fixing of S.S. stainless steel V- wire screen 200mm dia specification as per IS 8110:2019 (N.S)

Development of bore well by machine including labour & generator

Providing and placing in horizontal / vertical layers filtering media screened washed and cleaned as described Bajri and graded (3rd Layer) HSR Item No. 28.50 (c)

JAIBIR SINGH