special repair of bus stand at pundri in kaithal district (RE-invtd)

Amount

Earth work in excavation in foundations, trenches, etc. in all kinds of soils, 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 with in a lead of 30 meters. (HSR. 6.6)

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

Dismantling Concrete d) cement concrete plain 1:2: 4 mi (HSR 8.6d)

Scraping c). cement plaster (HSR 8.32c)

Cement Concrete 1:4:8 with Stone aggregate 40 mm gauge in Foundation & Plinth (HSR 10.38)

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

Cement concrete 1:11/2:3 with sone aggregate 20 mm nominal size for reinforced concret work in footings, strips, foundations, beams, rafts, pedestals and approch slabs of bridges etc. excluding steel reinforcement and including centering and shuttering laid in position complete in all respects. (For workupto 1.5 meters below ground level) (HSR 10.90 + 10.95) (a)

Providing and laying 80mm thick interlocking paver blocks of all shapes and colours in design mix cement M-35 ovar 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)

First class brick work laid in cement sand mortar 1:4 in first storey upto 4 metres above plinth level (HSR 11.9)

Providing and laying four courses of water proofing treatment with bitumen felt over roofs consisting of first and third courses of blown type bitumen grade 85/25 applied hot at 1.20 kg per sqm of area for each course, second course on roofing felt type 3 grade-I (Hessian base self finished bitumen felt) and fourth and final course of stone grit 6 mm and down size of pea sized grit spread at 0.006 cum per sqm including preparation of surface complete.v ( HSR 13.61)

Kotah stone flooring minimum 25 mm thick in any pattern as specified over 12 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). Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.

12 mm thick cement plaster 1:6 ( HSR 15.7)

Cement pointing on brick or tile wall 1:2 deep variety (HSR 15.60)

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)

White washing Two coats (HSR 16.47)

White washing 3 coats (HSR 16.48)

Distempering with washable oil bound distemper (of approved manufacture) one coat on old distempered work. (HSR 16.59)

Distempering with washable oil bound distemper (of approved manufacture) two coats on old distempered work. (HSR 16.60)

Finishing wall with exterior decorative cement based paint such as Snowcem, Robiacem etc. ( HSR 16.61)

Supplying and fixing Glass panes including special metal sash putty of approved make. (b) glass panes 4 mm thic, exceeding 40 sq. dm areas. (HSR 18.30 (b)).

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.

Providing and fixing in position best indian make a range of two squatting urinals in vitreous chinaware with one no. 5 litres capacity G.I. automatic flushing cistern with fittings and flush pipe (i) white (HSR 30.34(i)

Providing & fixing in position best Indian make white lavatory suites (with full anti splash rim in vitreous chinaware and all other necessary fittings as fully described in item no. 30.41 above (iii) 610mmx510mm with one No. tap (HSR 30.42(iii)

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 best indian make flexible tube connection b) C.P brass i) 15mmx300mm. (HSR 30.82b)

Providing and fixing in position H.C.I. special for soil, waste, vent or anti-syphonage pipes to I.S.I marked including cutting and wastage etc. cutting holes in walls roofs or floors etc. and making good to its original condition but excluding cost of lead jointing (a) 100mm i/d pipes (HSR 30.91a) (xxiv) c) WC connection 300mm long

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) Stop cock male and female end.

Concealed stop cock with flange

Providing and fixing in position best Indian make bevelled edge 5.5 mm thick mirror mounted on asbestos sheet ground fixed in position by means of 4 nos. chromium plated brass screws and washers over rubber washers and rawl plug embeded in the wall or chromium plated brass clamps with C.P. brass screws (as required by the Engineer -in -charge) complete including cutting and making good the walls etc. a) Indian make (I) 600mmx450mm (HSR 30.71a(i)

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)

Constructing brick masonry inspection chamber sizes as given below upto 0.60 meters average depth in cement mortar 1:5 lime concrete with 40 percent lime mortar 2:3 in foundation cement concrete 1:2:4 benching 12mm thick cement plaster 1:2 with a floating coat of 1 mm thick of neat cement RCC 1:2:4 slab 100mm thick/C.C. topping 50mm thick with 455 mm x 455 mm / 455 mm x 610mm 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 complete as per standard design. C) Size 600mm x900mm inside (with 455mmx455mm cover and frame light duty single seal weighing 20 kg with C.C topping RCC slab (HSR 29.84c)

Factory manufactured solid flush door shutters, with block board core as per I.S. No. 1659-1669 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):- (Note) :- Commercial veneering with vertical grains or cross bands and face veneer on both sides commercial facing with laminated core and lipped edges. 25 mm. thick (HSR 17.93 (a) (i)- note I under 17.18))

Providing and fixing GI pipes complete with GI fittings and clamps i/c cutting and making good the walls(DSR18.10) 15mm I/d

Providing and fixing GI unions in GI pipes i/c cutting and threading the pipe and making long screws etc. complete (DSR 18.46) 15mm I/d

Providing & fixing PVC pipe (4kg/cm2) duly slotted IS-4985:1988 including cost of adhesive, carriage, loading, unloading etc. complete in all respects to the satisfaction engineer incharge. size : 160 mm od Note:- In case of any difference in the unit & nomenclature of any of the HSR Items of Civil & P.H.depicted in this DNIT and that given in HSR, the unit and nomenclature given in HSR shall be applicable (NS).

Earth filling under floors with tibba sand non plastic under floors with good earth taken from outside of campus area with lead and lift including loading, unloading, laid in 15cm layer including ramming, watering, consolidating, compaction, and compensation of earth etc., complete in all respect as per the direction of engineer in charge. (For any lead lift). (NS items).

Providing & laying 225 mm thick (Compacted) stone metal (G-II) 53mm to 22.4mm gauge wearing coat to water bound macadam in layer of 75mm each using screening type ‘B’ compacting with 3 wheeled steel roller/vibratory roller to achieve the desire density including lighting, guarding barricading and maintenance of diversion etc. as per clause No.404 of MoRT&H specifications for road & bridge (5th Revision) of 2013 as per drawing and design directed by the Engineer complete in all respects.(N.S.)

Recovery items:- The rates quoted against recovery items will not be included in the total amount rather it will be deducted while calculating financial statement of the agency: - Brick Bats @ Rs.450/- Cum

Good bricks @ Rs.4.50/- Each Note:- In case of any difference in the unit & nomenclature of any of the HSR Items of Civil & P.H. work depicted in this DNIT and that given in HSR, the unit and nomenclature given in HSR shall be applicable.

Natish Soni Govt. Contractor Siwan

Abhishek Walia

Ram Dutt