Special Repair of Government Polytechnic at Lisana at Rewari in Rewari District.(Boundary Wall, Road and Parking)Boundary Wall ,Road and Parking)

Amount

Scraping cement plaster (HSR 8.32c)

15 mm thick cement plaster 1:6 on the rough side of single or half brick wall [HSR 15.12]

Providing and applying two coats white cement based putty over plastered surface and grinding the surface smooth with sand paper to get an even and smooth finish including cost and carriage of all material, labour charges, scaffolding, sundries etc. complete (J.K. / Birla make) (HSR 16.81)

Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surfaces. [HSR 16.25]

Providing two coats of exterior acrylic emulsion paint. 2nd Quality (HSR 16.79 (a))

Painting two coats with ready- mixed paint for metallic surfaces in all shades on old steel or iron work. [HSR 16.18]

Providing and laying 80 mm thick ISI marked interlocking paver blocks conforming to IS code: 15658:2006 / IRC SP 63-2004 of all shapes and colours in design mix M-40 over bed of 30 mm thick fine sand complete in all respect. [HSR 10.159]

Painting one coat with plastic emulsion paint on walls on old work to give an even shade. [HSR 16.31]

Earth work in excavation in foundations, trenches etc. in all kinds of soil, not exceeding 2 meters 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 with compaction, including disposal of all surplus soil as directed within a lead of 30 Mtrs. (HSR 6.6)

Centering & shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. inclination not exeding 25 degree with horizontal. (HSR 9.10)

Cement concrete 1:4:8 with stone aggregate 40 mm nominal size in foundation & plinth. (HSR 10.39)

Cement concrete 1:1.5:3 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centring and shuttering, laid in position, complete in all respect. [HSR. 10.82 + 10.95 (a)].

First class brick work laid in cement sand mortar 1:6 in foundation and plinth . (HSR 11.2)

Kotah Stone Flooring minimum 25 mm thick in any pattern as specified over 20 mm thick base of cement coarse sand mortar 1:3 laid and jointed with neat cement slurry mixed with pigment to match the shade of stone including rubbing and polishing. (HSR 14.62).

12mm thick cement Plaster 1:4. (HSR 15.5).

Wrought iron and mild steel (using angles, flats square bars, tees and channels) ladders, grills, gratting 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. (HSR 18.12).

Steel reinforcement TMT bars FE-550 EQR/ FE-500 D grade or more for RCC work, where no included in the complete rate of RCC including straigtening, bending, binding , wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc, and placing in position completed in all respect for all heights / depths/storeys/basements etc. (Note:- Reinforcement shall be measured in length including hocks, if any, separately for different diameters as actually used in work, excluding overlaps, Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods for binding and placing, shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement). (HSR 18.22)

Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below: (HSR 28.50) (a) Filter media fine graded 1.5 mm to 3 mm

(c) Filter media course Bajri 6 mm to 20 mm

(d) Filter media boulders 50 mm to 75 mm

Boring for rain water harvesting in clay soil, fitting, strainer and pipe of dia 300mm. (NS)

Constructing brick masonry inspection chamber sizes as given below upto 0.60 metre average depth in cement mortar 1:5 lime concrete with 40 percent limer mortar 2:3 in foundation cement concrete 1:2:4 benching 12 mm thick cement plaster 1:2 with a floating coat of 1 mm thick of neat cement R.C.C. 1:2;4 slab 100 mm thick./C.C. topping 50 mm thick with 455 mm x 455 mm 610 mm inside light duty C.I. inspection chamber cover and frame weight as per I.S.I. specification painted with 3 coats of black bitumastic superior paint coplete as per standard design. (c) Size 600 mm x 900 mm inside (with 455 mm x 455 mm cover and frame light duty singel weighing 20 Kg with R.C.C. slab). [HSR 29.84]. (a) Size 450 mm x 450 mm

Extra for over 0.30 metre depth of inspection chamber. (a) 450 x 450 mm. (HSR 29.85)

Providing and fixing SFRC manhole covers and frames markd with IS: 12592 including setting the same to correct lines and levels in 1:2 cement sand mortar over manhole including carriage loading, unloading stacking, handling, re-handling etc. complete in all respect to the satisfaction of engineer-in-charge. Type: Extra heavy duty set (MD-10) 560 mm clear opening. (HSR 29.94)

Providing & fixing PVC pipe 300mm dia (6 Kg/ Cm2 ) duly slotted IS- 4985:1988 including cost of adhesive, carriage, loading, unloading etc., complete in all respect to the satisfaction engineer incharge make:- Supreme, Diplast or any reputed make as approved by Engineer Charge.(NS)

Providing & fixing steel bar embedded plastic steps of size 263 mm x165 mm of orange colour, conforming to specifications, in pump chambers, manhole etc. having minimum 3 mm thick polypropylene polymer conforming to IS : 10910 encapsulated on 12 mm dia ribbed steel bars per IS :1786 (NS)

Earth Filling Under Floors (a) earth filling under floors with surplus soul, excavated from foundation and taken only from outside the building plinth, in 15 cm layers including ramming watering and consolidating lead upto 30 metres (HSR 6.13 (a))

Bijender Kumar, Contractor

ANIL KUMAR CONT