Construction of New Pump House at RD 41250 of Lukhi Bund.

Amount

Earth work excavation in cutting in all type of soil with average lead 22 ½ mtr (HSR 6.2 (b)(C)

Rehandeling of earth work an avg. lead of 15 mtr (HSR No. 6.2(b)

Preparing watering and ramming surface for laying concrete. Channels (Irrigation) Horizontal (HSR 10.122 (b) (i)

Cement concrete 1:3:6 with stone aggregate 20mm nominal size in foundation and plinth HSR 10.40

RCC 1:1.5:3 with stone aggregrate 20mm nominal size in RCC work (Foundation and Plinth) (HSR 10.79+10.95(a)

RCC 1:1.5:3 with stone aggregrate 20mm nominal size for RCC work (Ist Storey) (HSR 10.80+10.95(a)

Shuttering for faces of concrete foundation and foundation beams (vertical or battering). (HSR 9.13)

Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chhajjas, shelves etc. inclination not exceeding 25 degree with horizontal (HSR 9.1)

12 mm thick cement plaster 1:4 (HSR 15.5)

First class brick work laid in Cement sand mortar 1:3 in foundation and plinth. (HSR 11.5)

First class Brick work laid in cement sand mortar 1:3 in super structure .HSR 11.10

Steel reinforcement TMT Bars FE-500 EQR/FE-500D grade or more for RCC work, where no included in the complete rate of RCC including straightening, bending, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, handers and annealed steel wire etc. and placing in position complete in all respect for all heights/depths/storeys/basements etc.NOTE:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work excluding overlaps. Wastage, overlaps, coupling, welded joints, spacer bars, chairs, stays and annealed steel wire or other methods for binding and placing shall not be measure and cost of these items shall be deemed to be included in the rates for reinforrcement. (HSR 18.22)

Terracing consisting of tiles 22.86 cm x 11.43 cm x 3.81 cm, laid over 87.50 mm mud filling, on a layer of 25 mm mud plaster and an other layer of mud mortar for laying the tiles over a polythene film of 100 micron (0.1 mm) thickness with 25 mm thick layer of fine sand, above and below the polythene film, laid on top of R.C.C. slab, including grouting with cement sand mortar 1:3 and top surface to be left clean (HSR 13.13)

Pressed steel sheet frames (chowkats) consisting of 2 mm thick steel sheet of the specified section, including iron lugs (hold fasts) iron hinges, conforming to P.W.D. specifications, including bolts for fixing stops, locknotch, provision for receiving tower bolts, and finished with one coat of readymixed paint red lead non-setting primer, of approved quality, fixed in position including the cost of cement concrete 1:3:6 for filling in the frame, and cement concrete 1:3:6 for lugs complete :- door and window frame of size 76 mm x 38 mm with 35 mm wide single rebate. (HSR 18.34 (b)

[Providing and fixing STEEL BAR EMBEDDED PLASTIC STEPS OF SIZE 263 MM X 165 MM of orange colour, conforming to specifications in pump chambers, manholes etc., having minimum 3mm thick Polypropylene polymer confirming to IS: 10910 encapsulated on 12mm dia ribbed steel bars per IS: 1786 The rate include cost of setting the same to correct lines and levels duly embedded in 1:2:4 cement concrete including carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction of Engineer-in-Charge (HSR 29.28)

Supplying and fixing rolling shutters, of approved make, M.S. Laths, interlocked together through their entire length, and jointed together, at the end, by end locks mounted on specially designed pipe shaft, with brackets, side guides, 27.5 cm long wire spring grade no. 2, and arrangement for inside and outside locking, with push and pull operation complete, including top cover 0.80 mm thick (payment is to be made for the exact size of opening where rolling shutter is to be fixed): with 80 mm x 1.25 mm M.S. Laths (HSR 18.18(b)

Applying pink primer or aluminium priming coat on wood work including preparation of surface, knotting and stopping etc (HSR 16.2)

Painting two coats excluding priming coat with ready mixed paint in all shades on new wood work (HSR 16.4)

Top khurra 0.6 m x 0.6 m for rain water pipe in 25 mm thick cement concrete 1:2:4 over 50 mm thick cement concrete 1:8:16 (HSR 13.50)

Bottom khurra on ground 1.2 m x 0.6 m consisting of brick-on-edge laid in cement mortar 1:3 over 75 mm cement concrete 1:8 1:3:16 including 12 mm thick cement plaster (HSR 13.57)

Providing & fixing PVC Rain water pipe 6 Kg Pressure of ISI mark in cement mortar during masonry work. 100 MM dia PVC pipe 6 Kg. Pressur ( HSR 13.89(a)

Cement pointing 1:2 deep variety on brick and tile work. (HSR 15.60)

Wiring in 1.5 sqmm PVC insulated copper conductor cable in 1.6 mm thick conduit pipe. (I) Fan Point (a) Short point (HSR 31.36(i) (a)

Wiring in 1.5 sqmm PVC insulated copper conductor cable in 1.6 mm thick conduit pipe 3-pin 5amp. Plug point including earthing the 3rd pin etc (b) Medium point (HSR 31.36(vii)(b)

Wiring in 1.5 sqmm PVC insulated copper conductor cable in 1.6 mm thick conduit pipe. 3-pin 5amp. Plug point including earthing the 3rd pin etc Medium point (HSR 31.36 (viii)(b)

Three Coat white washing (HSR 16.48)

Light point without control (medium point) (HSR 31.36 (iv)(b))

Finishing walls with exterior decorative cement based paints such as snowcem Robbiacem etc. on new work, two coats to give an even shade (HSR 16.61)

Steel work, fixed independently without connecting plates, including cutting, hoisting and fixing in position in :- (a) R.S. Joists (HSR 18.1(a)

Damp proof course 40 mm thick of cement concrete 1:2:4 using stone aggregate with 2 coats of bitumen 20/30 penetration at 1.65 kg per sqm laid hot and sanded (HSR 10.114)

Conglomerate floor 25 mm thick cement concrete 1:2:4 on 100 mm cement concrete 1:8:16 and 100 mm sand or stone filling (HSR 14.11)

Factory manufactured solid flush door shutters, with block board core as per I.S. No. 1659-1969 bonded with water proof type phenol formaldehyde synthetic resin, hot-pressed, conforming to I.S. 2202 part I and II, fixed in position, including iron hinges, screws, chocks/cleats and stops etc., (excluding the cost of any fittings other than specified above, but including labour for fixing the same in position)(a) commercial veneering with vertical grains or cross bands and face veneer on both sides commercial facing with laminated core and lipped edges 30 mm thick (HSR 17.93 (ii)

K.S. Construction Company