Construction of X-Regulator at RD 165000 of JLN Feeder

Amount

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drain (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottom, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated earth soil as directed, within a lead up to 50 m. in all kind of soil. (HSR item No. 4.14.1)

PCC Grade M-15 (with concrete Mixer) upto 5 m height. (HSR item No. 27.5)

RCC Grade M-25 (using concrete mixture) upto 5 m height. (HSR item No. 27.27.1.1)

Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlapes, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level. Note: - Reinforcement shall be measured in length including books, if any, separately for different diameters as actually used in work, excluding overlaps, wastage, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. Thermo - Mechanically Treated bars of grade Fe-500D or more - (HSR item No. 6.33.6/6.34.6)

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. (HSR item No. 4.32)

Brick masonry work in 1:3 in sub structure including scaffolding complete excluding pointing and plastering, as per drawing and MoRT&H Specifications 1300 and 200. (HSR item No. 27.1)

Pointing with cement mortar 1:3 on brick work, in substructure as [er MoRT&H Specifications 1300 & 2200. (HSR item No. 27.2)

Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement up to 20 mm, covered with sealant complete as per drawing and MoRT&H specifications. (HSR item No. 27.51.3)

Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipesm, 75 mm dia. (HSR item No. 9.57.1)

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1 V :20H towards drawing force. Complete as per drawing and MoRT&H Specifications 2700 & 2200. (HSR item No. 27.15)

Providing and Laying 80 mm thick ISI marked lntertocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect. (HSR item No. 17.69.2)

Demolishing brick / tile masonry on tile lining & tile terracing in cement mortar. Old HSR item No. 8.5 (b)

Gate & Gearing For Channel Regulation Including Gate Lift Gear Iron Rope fixing complete in all Respect as Desired by E.I.C. Guidelines. N.S. Item.

Credit of Old tile lining.

Credit of Surplus Soil to take off Outside.