PWD/BWN/Rs.6.53 lacs/Special repair of Primary Health Centre at Village Sandwa in Bhiwani Distt.

Amount

Earth work in excavation in foundations, trenches, etc.in all kinds of soils, not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers withcompaction, including disposal of all surplus soil, as directed within a lead of 30 metres HSR(6.6) (12.74+31.61) = 44.35 Cum

Cement Concrete 1:8:16 with brick ballast 40mm nominal size in foundation and plinth. HSR(10.26).

Cement Concrete 1:8:16 with stone aggregate 40mm nominal size in foundation and plinth. HSR(10.28)

Cement Concrete 1:2:4 with stone aggregate 20mm nominal size in first storey upto 4 meters above plinth level. HSR(10.59)

Cement concrete 1:1-1/2:3 with stone aggregate 20 mm nominal size for reinforced concrete work but excluding steel-reinforcement centring and shuttering in foundation and plinth. HSR(10.79+10.95(a)

Cement concrete 1:1-1/2:3 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centring and shuttering, laid in position complete in all respects. (a) extra over Item Nos. 10.79 to 10.94, if 1:1 ½:3 mix is used, instead of 1:2:4 (HSR 10.82+10.95 a)

Providing and laying 80mm thick I.S.I. marked interlocking paver blocks of all shapes and colours in design mix cement M-40 over a bed of 30mm thick fine sand complete in all respect. HSR(10.159).

First class brick laid in cement sand mortar 1:4 in foundation and plinth. HSR(11.4) (7.22 + 7.90)= 15.12 Cum

Cement concrete 1:2:4 gola 10cm X 10cm quadrant along junction of roof with parapet wall finished smooth, where specially specified. HSR(13.64)

Floating coat of 1.50 mm thick neat cement laid in one operation to the topping. HSR(14.3).

Conglomerate floor 50 mm thick cement concrete topping 1:2:4 HSR(14.10)

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

Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or matallic or plastered or concrete surfaces to give an even shade. HSR(16.3)

Applying priming coat with metal primer on new steel or iron work including preparation of surface. HSR(16.9)

Steel work in hip and jack rafters, common rafters, purlins, etc., with angle iron cleats and other connecting plates welded including cost of cutting & welding rods. HSR(18.6).

Wrought iron and mild steel (using angles, flats, square bars, tees and channels) ladders, grills, gratting frames, window guards, iron doors open able 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. HSR(18.12)

Fee-500 TMT Steel for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding and placing in position complete. HSR(18.22). (1.00+1.59) = 2.59 Qtl

Providing steel pipe I.S.I. mark in columns with 2 Nos M.S. plates welded on both ends of the pipe including cutting etc., complete fixed in position. HSR(18.41)

Dismantling Brick Work, Tile Masonry or Tile Lining and Tile Terracing in cement (HSR 8.5(b)

Painting one coat with synthetic enamel paint in all shades on old wood-work or metallic or plastered or concrete surfaces to give an even shade including rubbing down old paint. HSR(16.7)

Applying priming coat with metal primer on new steel or iron work including preparation of surface. HSR(16.9)

Earth work non plastic or Tibba Sand under floors/Road & Parking taken from outside of campus area with all lead and lift including loading, unloading, laid in 15 cm layer including ramming, watering, consolidating, compaction, and compensation of earth etc., complete in all respect as per the direction of engineer in charge. [NS]. with average lead of 3 Km.

Providing barded wire fencing of 3 Nos. Rows G.I. wire horizontal & Round of barded wire of 2-1/2' dia in each 6' length with 1' over top + 6' extra length of construction of round.

Providing and laying 150mm thick granular sub base consisting of filter layer confirming to Table 400.1 Grading-III of MoRT&H 5th edition, mixing in a mechanical mix plant at OMC, carriage of mix material to the site of work, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve desired density complete as per clause No.401 of MoRT&H specifications. (NS)

Providinng and fixing Zink coated or Colour coated profile 2mm thick for shed with 'J' or 'L' Hooks with bitumen washer (NS)

SUBHASH