Work for Laying under Ground RCC pipe Line to Drain out the flood water of Low laying areas of Village Diwana from RD 0-1500 and outfall into Markanda River.

Amount

Earth work excavation in ordinary soil exclusive of compensation of earth duly dressed with all lead and lift with minimum lead of 495 mtr.including breaking of clods. HSR No. 6.2(b)+© (i) & 6.3 (i)

Execavation for pipe line running under pressure in treanches & pits, in open area, where disposal surplus earth etc HSR no. 6.8 (a)

Cement Concrete 1:2:4 with stone aggregate 20mm nominal size in foundation and plinth. HSR 10.41

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

First class brick laid in cement sand mortar 1:3 in foundation and plinth. HSR 11.5

Providing and lowering , cutting jointing and testing RCC Pipe 600 mm dia class as per IS-458-2003 which Spigot & socketted joint manufactured with ISI marked sulphete Resistance Cement as per ISI 12330rubber rings ISI marked 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 1/2 cement sand mortar and with end dowels filled with 1 : 1 1/2 cement sand mortar and 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 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 HSR 29.96 (v)

12 mm thick cement plaster laid CM 1:4 on walls HSR 15.4

Precast Cement concrete 1:2:4 with stone aggregate 20 mm nominal size in tiles & Channels and the like items finish smooth with 6 mm thick plaster 1:3 HSR No. 10.78

Steel reinforcement TMT bars FE-500 EQR / FE-500 D grade or more for RCC work, where no included in the complete rate of RCC including stragting,bending, binding,wastage,overlaps,welded joints,spacer bars,chairs,stays,hangers and annealed steel wire etc. and placing in position complete in all respects fro all heights/depths/storeys/basements etc.HSR No. 18.22 A & C Slip No. 29 Dt. 25/10/2019

Demping Stone

Supply of Stone Boulder

Strining out D1 K9 pipes & special casting along treanches & laying the same in treanches to correct elignment & greadiente including cartage from Divisional Store HSR 28.61 (x) (600mm i/D

Supply & foms sluce valvs etc 600 mm Dia

Earth work excavation foundation & treanches in all kind of Soil etc. HSR no. 6.6

Brick-on-edge on as paving with 50 mm sand filling etcv (HSR 14.20)

Providing & fixing gate & gearing NS Item

Supply of MS Wire crates

Filling Stone or spall into crates & hand packed HSR No. 23.32

Stone or Kankar block pitching on side slope of Guide Bank & Proctection Work HSR 23.42 (b)

Filling Stone or Spall on side slope Behind pitching HSR 23.44 (b)

Filling Stone or Spall on level HSR 23.44 (a)

Laying Stone or Spall pitching in horizental as per approved Dezine

Supply & carrrige of stone spall of requisite size

Earth work excavation in cutting in ordinary soil exclusive of compensation of earth duly dressed with all lead and lift with minimum lead of 60 mtr.including breaking of clods. HSR No. 6.2(b) (i) & 6.3 (i)