Special Repair of Primary Health Centre at Village Pirthala in Fatehabad Distt.

Amount

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)

Excavation of trenches in streets, lanes or in open areas for storm sewer, sewers running by gravity and manholes to ful depths as shown in drawings including shoring, timbering of poling boards, frame system type, dressing to correct sections nd dimensions, according to templates and levels, dewatering, provision for diversion of traffic, cutting trees and bushes, etc. night signals, profiles, pegs, sight rails, boning, rods, corssing over trenches for access to the houses, watching fencing etc. fixing and maintenance of caution board refilling of trencehs, watering of refill in 15 cm layers ramming and restoration of unmetalled or unpaved surface to original condition and removal of surplus soil, from site to work, upto a lead of 1 Km in ordinary soil (HSR 6.10 (a) for depths of excavation not exceeding 3 metres below ground level

Dismantling white or coloured glazed tiles (to be carefully removed) (HSR 8.38)

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

Cement Concrete 1:4:8 with brick ballast 40mm nominal size in foundation and plinth (HSR 10.36)

Cement Concrete 1:1-1/2:3 with stone aggregate 20mm nominal size in first storey upto 4 meters above plinth level. (HSR 10.60)

Cement concrete 1:1½:3 with stone aggregate 20 mm nominal size for reinforced concrete work for walls exceeding 20 cm thickness (Straight and curved) beams, girders, stairs, columns, (square or rectangular) battens and lintels etc. excluding steel reinforcement but including centring and shuttering, laid in position complete in all respects. [HSR. 10.86 + 10.95 (a)]

Cement concrete 1:1½:3 with stone aggregate 20mm nominal size for reinforced concrete work in footing, strips, foundation, rafts, pedestal and approach slabs of bridges etc. but excluding steel reinforcement and including centring and shuttering, laid in position, complete in all respects. (for work upto 1.5 Mtrs. below ground level). [HSR. 10.90 + 10.95 (a)].

Cement concrete 1:2:4 with stone aggregate 20mm nominal size in pavements, roads, taxi-tracks and runways, laid to required slope and camber, including consolidation, finishing and tamping complete (HSR 10.132).

First class brick work laid in cement sand mortar 1:4 in foundation plinth. (HSR 11.4)

Providing & Fixing PVC Rainwater Pipe 6 kg. pressure of ISI mark in cement mortar during masonry work. (Note:- Reputed make PVC Pipe such as Supreme, Finolex, Prince will be used as approved by Engineer-in-charge. (HSR 13.89) 150 mm dia. PVC pipe 6 kg. pressure

PVDG & fixing ceramic tiles/anti skid tiles of size 400mmx400mm or above size of approved make in flooring, laid in any pattern as specified over base of 20mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of tiles.Note: Tiles shall be premium quality (first quality) of reputed manufacturer like NITCO, KAJA-RIA , SOMANI,ORIENT & JOHNSONS. (HSR 14.91) In First Storey

Painting two coats 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 16.5)

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

Painting new letters and figures of any shade with synthetic enamel paint black or any other approved co lour to give an even shade. (HSR 16.66 (a)

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).

Fe-500 EQR TMT steel bar for RCC work, where not included in the complete rate of RCC including bending, binding & placing in the position complete. (HSR 18.22) (Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. From the length so measured, the weight of reinforcement shall be calculated in tones on the basis of IS:1732.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).

Providing & Fixing GI horizontal barbed wire fencing & circular barbed wire fencing etc. (NS)

Supply & fixing of G.I. Pipe 50 mm dia ISI marked completed in all respect (NS)

Cutting of G.I. pipe 50mm dia complete in all respect (NS) (Market Rate)

Fixing & jointing of G.I. pipe on 32mm dia bars complete in all respects. (Market Rate)

Public Health Items 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 b)

a) Size 450 mm X450 mm inside (with 455 mm x 455 mm cover and frame light duty single seal weighing 20 kg with C.C. topping)

Providing, SALT GLAZED STONE WARE PIPES GRADE 'A' IN STANDARD LENGTH OF 600 MM EACH PIPE MARKED WITH IS : 651 and then lowering, cutting, jointing and testing as described in HSR item No. 29.38,29.39,29.40 including the cost of jointing materials as well as carriage, loading, unloading, stacking, handleing, rehandling etc. complete in all respect to the satisfaction of Engineer - in - charge (HSR 29.95)

Providing and fixing in position super quality 65mm i/d opening C.P. brass dome type (HSR 30.74)

Providing and fixing in position H.C.I. gully trap cover weighing approximately 7.26 k.g (HSR 30.85)

Providing & Fixing H.C.I. floor traps I.S.I. marked of the self cleaning design with C.P. brass hinged grating with frame with or without vent arm (HSR 30.89 (b)

PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE FLEXIBLE TUBE CONNECTION (HSR 30.82) (b) C.P. Brass (iii) 15 mm X 450 mm

SHREE GANESH TRADERS

Aman Kumar