Special Repair of PHC at Rasina in Kaithal District

Amount

Providing and laying 200 mm thick granular sub base consisting of filter cum drainage 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. Note: - 1.Only crushed metal material should be used. No local earth sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI). 2. Materials to be used and operations of manufacturing shall be approved by the engineer.

Providing and laying 80 mm thick ISI Marked interlocking paver blocks conforming to is 15658 : 2006/ IRC SP 63-2004 of all shapes and colours in design mix cement M-40 over a bed of 30 mm thick fine sand complete in all respect. (HSR 10.159)

Precast cement concrete 1:2:4 with stone aggregate 20 mm nominal size in Kerbs and the like items, finished smooth with 6 mm thick cement plaster 1:3 on exposed surface including from work, placing and fixing in position, complete at the ground level or in first storey. (HSR 10.77)

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

Finishing walls with exterior decorative cement based paints such as snowcem, Robbiacem etc. on old work, one coat to give an even shade. (HSR 16.62)

Providing and fixing rectified ceramic anti skid tiles of size 400x400mm of approved make in floors 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. brands like RAK, NITCO, KAJARIA, SIMPOLO, ORIENTBELL (as approved by the Engineer in charge) (HSR 14.91) Ground floor

Providing and fixing 1st quality ceramic glazed wall tiles confirming to I.S 15622 (thickness to be specified by the manufacturer) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-charge in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 coarse and jointed with grey cement slurry, including pointing in white cement mixed with pigment of matching shades complete. a) size of ceramic glazed tiles 200x300mm (Make Nitco, RAK & Kajaria, SIMPOLO, ORIENTBELL) (HSR 14.92 a)

Providing and fixing in position best Indian make European type water closet suite with concealed 'P or 'S trap with or without vent (as approved by the Engineer-in-charge) and all other necessary fitting as fully described in item no. 30.3 above. (i) white (HSR 30.6(i)

Providing and fixing 15 liters capacity low level vitreous china ware cistern complete with flush bend all other necessary fitting instead of C.I high level cistern complete with fitting. (i) white (HSR 30.12(i)

Providing and fixing best indian make plastic hygenic seat with lid complete instead of hollow black or white plastic seat and lid (HSR 30.13) (i) white plastic seat (solid) (HSR 30.13(i)

Providing and fixing in position 32mm dia G.I waste pipe embedded in wall or lead waste pipe (weighing 3.47 kg. per metre and 2.8 mm thick) upto floor level including cost of wipped solder joint etc. complete (as required by the Engineer-in-charge) (HSR 30.48)

Providing and fixing in position 15 mm I/d C.P. brass bib cocks of best quality (as required by the engineer I charge) (HSR 30.75) (a) Bib cock long body

(c) Bib cock

Providing and fixing in position C.P brass stop cocks (as approved by the Engineer-in-Charge) a) 15mm stop cock (HSR 30.76a) i) Stop cock male and female end.

ii) Concealed stop cock with flange

Providing and fixing in position best indian make flexible tube connection b) C.P brass i) 15mmx300mm. (HSR 30.82b)

Providing and fixing HDPE water storage tanks of sintex, Diplast, O.K. supreme make with covers/lids marked with IS:12701 on roof top of buildings including cost of hoisting and placing Iin position, making connections with inlet and outlet pipes, providing overflow and scour provisions with suitable plug on scour pipe including cost of nipples, washers, flanges for connections in tanks complete in all respects to the satisfaction to the Engineer. 1000 Ltr. Cap. (HSR 30.119)

Providing and fixing poly Carbonate 1.25 MM Thick Sheet of PC lite Make for wall with 10 Years Warranty (NS)

Earth work in excavation in foundations, trenches, of under ground structures. Sullage Drains,etc., and other similar works in ordinary soil inclluding dressing of bottom and sides, to correct levels and templates, cutting of trees and bushes, dewatering of rain water, diversion of traffic, fixing and maintenance of caution boards, and night signals, cressing over trenches for access to houses, watching, stacking of excavated soil, clear from the edge of excavation, and subsequent filling, where required around masonry, in 15 cm layers, with compaction and disposal of surplus soil as directed within a lead of 30 metres for depth upto 2 metres below natural ground level (For Public Health works only). (HSR 6.7)

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

Cement Concrete 1:2:4 with stone aggregate 20mm nominal size in foundation and plinth. (HSR 10.41)

Cement concrete 1 :11/2 :3 with stone aggregate 20 mm nominal size for reinforced concrete work in shelves excluding steel reinforcement but including centering and shuttering laid in position complete in all respects. (HSR 10.81+10.95a)

Steel reinforcement TMT bars FE-500 EQR/FE-500 D 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, hangers and annealed steel wire etc. and placing in position complete in all respects for all heights /depths/storeys/basements etc. (HSR 18.22) 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.

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

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

Cement rendering on plaster 1 mm thick (HSR 15.75)

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