Special repair work for Additional and Alteration in SDE office at Sohna in Gurugram Distt.0

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 with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres as per HSR 6.6

Cement concrete 1 : 4 : 8 with stone aggregate 20 mm Nominal size in foundation and plinth. As per HSR 10.38

First class brick work laid in cement, stone dust (from crusher) mortar 1:6 in foundation and plinth. As per HSR 11.22

Damp proof course 40 mm thick of cement concrete 1:2:4 using stone aggregate 20 mm nominal size with 2 coats of bitumen 20/30 penetration, at 1.65 kg per sqm laid hot and sanded. As per HSR 10.114

First class brick work laid in cement, stone dust (from crusher) mortar 1:5 in foundation and plinth. As per HSR 11.23

Cement concrete 1:1 1.5:3 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 centering and shuttering , laid in position, complete in all respects as per HSR 10.82+10.95a

Cement concrete 1:1 1.5:3 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 centering and shuttering , laid in position, complete in all respects as per HSR 10.86+10.95a

Cold twisted deformed (:ribbed/tor steel) bars for R.C.C. works, where not included in the complete rate of R.C.C including bending, binding and placing in positon complete. as per HSR 18.22

Pressed steel sheet frames (chowkats), consisting of 2 mm thick steel sheet of the specified sections, including iron lugs (hold fasts), iron hinges, conforming to P.W.D. specifications, including bolts for fixing stops, locknotch, provision for receiving tower bolts, and finished with one coat of ready-mixed paint red lead non-setting primer, or approved quality, fixed in position including the cost of cement concrete 1:3:6 for filling in the frame and cement concrete 1:3:6 for lugs complete:- door and window frame size 127 mm X 50 mm with 40 mm wide double rebate. as per HSR 18.34c.

10 mm thick cement plaster 1:4 as per HSR 15.52

12 mm thick cement plaster 1:5 as per HSR 15.6

15 mm thick cement plaster 1:5 on the rough side of single of half brick wall as per HSR 15.11

Base course of floors consisting of 100 mm thick cement concrete 1:8:16 and 100 mm sand or stone filling. As per HSR 14.1

Providing and fiixing vitrified tiles of size 600x600 mm 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 tomatch the shade of tiles. HSR 14.89 Note:- Note:- Tile shall be of premium quality (first quality) of reputed manufacturer like NITCO,KAJARIA,SOMANI,ORIENT Bell, JONSONS , RAK & SIMPOLO

Factory manufacture solid flush door and Shutters, with block board core as per I.S. No. 1659-1969 bonded with water poof type phenol formal dehyde synthetic resin, hot-pressed, conforming to I.S. 2202 part I and II, fixed in positon includeing 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)- as per HSR 17.93 a iii. (Note) :- Commercial veneering with vertical grains or cross bands and face veneer on both sides commercial facing with laminated core and lipped edges. (Duro, Green) 35 mm. Thick (HSR 17.93a iii- note I under 17.18))

Factory manufactured wire gauze door and window shutters of commercial hard wood such as hollock, champ, chikrassy annd chaplash, etc. (non coniferous timber other teak conforming to I.S specification no. 1003, kiln seasoned) with 100 mm wide vertical styles, 150 mm wide lock rail 200 mm wide bottom rail, and wire gauze of 140 G or 120 G designation including cost of iron hinges, screws, chock/cleats, stops nails etc. complete fixed in position (excluding the cost of any fittings, other than specified above, but including labour for fixing the same in position) (i) 30 mm thick (HSR 17.92 (i) - Note I under 17.18

Factory- manufactured paneled door or glazed window, shutters of commercial hard wood, such as hollock, champ, chikrassy and chaplash, etc., (non-coniferous timber other than tak, conforming ot I.S. specification no. 1003, kiln-seassoned), with 100 mm wide vertical styles, 150 mm wide lock rail 200 mm wide bottom rail and 100 mmm wide other rails, with panels of 15 mm thick, tongued and grooved of commercial hard wood and including cost of iron hinges, screws, chocks/cleats, stops, nails etc., complete, fixed in positon (excluding the cost of any fittings, other than specified above, but including labour for fixing the same in positon)- 35mm thick. As per HSR 17.90 b

Providing and fixing six-levers brass 10 cm mortice latch and lock and a pari of lever handles with necessary screws, etc., complete (Indian mad of reputed firm, such as Godrej or equivalent). As per HSR 17.73

Terracing consisting of tiles 22.86 cm X 11.43 Cm X 3.81 cm laid over 87.50 mm mud filling on a layer of 25 mm mud plaster and on other layer of mud mortar for laying the tiles, including two coats of bitumen laid hot at 1.65 kg per sqm on top of R.C.C slab including grouting with cement sand mortar 1:3 and top surface to be left clean etc. as per HSR 13.13

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

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. as per HSR 18.12

Preparation of plastered surfaces for oil bound distemper including sand papering the surface, applying one coat of linseed oil, and filling with approved quality filler,consisting of white lead, linseed oil, varnish and chalk mittii including finishing Preparation of plastered surfaces for oil bound distemper including sand papering as per HSR 16.52

Preparation of ply wood surface for painting including sand papering the surface and applying filling with approved quality filler consisting of white lead, linseed oil, varnish and chalk mitti including finishing the surface to required finish complete. as per HSR 16.1

Applying pink primer or aluminium priming coat on wood work including preparation of surface, knotting and stopping etc as per HSR 16.2 (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge)

Finishing walls with exterior decorative cement based paints such as snowcem, Robbiacem etc. on new work, two coats to give an even shade. As per HSR 16.61

Distempering with washable oil bound distemper (of approved manufacture) two coats excluding priming coat on new work. As per HSR 16.57 (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge)

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. As per HSR 16.5 (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge)

VITREOUS CHINAWARE SYPHONIC SUITE WITH 15 LITRES CAPACITY MATCHING CHINAWARE CISTERN and all internal brass fittings COMPLETE WITH ‘P’ or ‘S’ TRAP with or without vent; (as approved by the Engineer-in-charge) as per HSR 30.5 a ii

PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE LAVATORY SUITES (WITH ANTI SPLASH RIM IN VITREOUS CHINAWARE and all other necessary fittings as fully described in item no. 30.41 above. Size 530 mm x 430 mm with one no. trap. As per HSR 30.42 ii

Providing and fixing in position 15 mm i/d C.P brass bib Cocks of best quality (as required by Engineer-in-charge) Bib cock long body as per HSR 30.75 a

Providing and fixing in position C.P brass stop cocks (as Approved by the Engineer-in-charge) (HSR: 30.76 (a) (i)

Supply and erection of pipe of 1.60 mm thickness Recessed in wall and complete with M.S. boxes for housing regulators wall sockets, switches etc. As per HSR 31.4 (i) 10 point long

light point medium (ii b)

Wiring only in 1.5 sq mm PVC aluminium conductor cable in existing conduit pipe and M.S. boxes covered with 5 mm thick bakelite sheet including cost of switch wall socket, ceiling rose etc. as per HSR 31.7 (i) fan point long

light point medium (ii b)

Wiring 6mm copper wire as per HSR 31.8 Note:- In Case of any difference in the DNIT & Nomenclature of any of HSR Items of Civil, PH Work Depicted in this DNIT and that given in HSR, the unit and nomenclature given in HSR shall be applicable

AJAY YADAV GOVT. CONTRACTOR

Vijay Kumar