Construction of 1 Main Entrance Gate to the UHS Campus near Medical Mor and 2 Entrance Gate and parking in Vice Chancellor s Office Pt BD Sharma in University of Health Sciences Rohtak

Amount

Carriage of malbe upto 8 km. lead (loading & unloading and carriage) (HSR 4.1,a+5.2,b)

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. (HSR 6.6)

(a) Upto 2m depth

(b) Upto 3m depth

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

Centring and shuttering for flat surfaces such as suspended floors, Roofs, landings, chhajjas, shelves etc. inclination not exceeding 25 degree with horizontal (HSR 9.1)

(a) upto 4m

(c) upto 8m

(b) upto 6m

Centring and shuttering for sides and soffits of beams haunchings, girders, bressumers and lintels. (HSR 9.7)

(c) Upto 8m height

(a) Upto 4m height

(b) Upto 6m height

Centring and shuttering for columns (square or rectangular or Polygonal in plan) (HSR 9.9)

(a) Upto 4m height

(b) Upto 6m height

(c) Upto 8m height

Shuttering for faces of concrete foundations and foundations beams (vertical or battering) (HSR 9.13)

Cement concrete 1 : 8 : 16 with brick ballast 40 mm Nominal size in foundation and plinth. (HSR 10.26)

Cement concrete 1 : 6 : 12 with stone aggregate 40 mm Nominal size in foundation and plinth. (HSR 10.32)

Cement concrete 1 : 5 : 10 with brick ballast 20 mm nominal size in foundation and plinth. (HSR 10.35)

Design mix cement concrete of grade M-25 with minimum cement contents 300 kg/cum in foundation and plinth. (HSR 10.66)

Design mix cement concrete of grade M-25 with minimum cement contents 300 kg/cum in first storey upto 4 metres above plinth level. (HSR 10.73)

(a) Upto 4m height

(b) Upto 6m height

(c) Upto 8m height

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 indluding from work, placing and fixing in position, complete at the ground level or in first storey. (HSR 10.77)

Cement concrete 1:2:4 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)

Cement concrete 1:1-1/2:3 with stone aggregate 20 mm nominal size in pavements, roads, taxi-tracks and runways, laid to required slope and camber, including consolidation, finishing and tamping complete. (HSR 10.132+10.95 a)

Providing and laying 80mm 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 30mm thick fine sand complete in all respect.(HSR 10.159)

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

First class brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level. (HSR 11.8)

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. (HSR 13.13)

Top khurra 0.6 m X 0.6 m for rain water pipe in 25 mm thick cement concrete 1:2:4 over 50 mm thick cement concrete 1:8:16 (HSR 13.50)

Providing and fixing PVC Rain Water pipe 6 kg. pressure of ISI mark in cement mortar during masonry work. (HSR 13.89)

(a) 100mm dia PVC pipe 6 kg. presure

Providing and fixing PVC bend ISI mark (HSR 13.90)

(a) 100mm dia PVC Bend

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

Conglomerate floor 40 mm thick cement concrete topping 1:2:4 (HSR 14.9)

Providing and fixing 1st quality ceramic glazed wall tiles confirming to I.S. 15622 (thickness to be specified by the manu-facturer) 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 12mm 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. (HSR 14.92) (b) Size of ceramic Glazed tiles 300x450 mm.

Laying & fixing granite stone in all shades stone 15-18mm and above thick flooring included matching the grains of marble slab in any pattern as specified laid over 20mm thick cement sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of marble including rubbing and polishing. The sample shall be got approved from Engineer In Charge all heights/storey (HSR 14.96) Granite will be supplied by Deptt.

Laying & fixing granite stone in all shades stone 15-18mm and above thick in risers of step, skirting, dado, pillars and wall lining included matching the grains of marble slab in any pattern as specified laid over 12mm thick cement sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of marble including rubbing and polishing. The sample shall be got approved from Engineer In Charge all heights/storey. (HSR 14.95) Granite will be supplied by Deptt.

10 mm thick cement plaster 1:4 under side of ceiling (HSR 15.52)

(a) In 1st storey

(b) In 2nd storey

Applying pink primer or aluminium priming coat on wood work including preparation of surface, knotting and stopping etc. (HSR 16.2) 2nd quality

Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. (HSR 16.3) 1st quality

Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surfaces. (HSR 16.25) 1st quality

Distempering with washable oil bound distemper (of approved manufacture) two coats excluding priming coat on new work. (HSR 16.57) 2nd quality

Painting two coats of Exterior acrylic emulsion paint 1st quality (HSR 16.79) (b) 1st quality

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)

Factory-manufactured panelled door or glazed window, shutters of commercial hard wood, such as hollock, champ. Chikrassy and chaplash, etc., (non-coniferous timber other than teak, conforming to I.S. specification No. 1003, kiln-sea-soned), with 100 mm wide vertical styles, 150 mm wide lock rail, 200 mm wide bottom rail and 100 mm wide other rails, with panels of 15 mm thick, tongued and grooved of commercial hard wood and including cost of iron hinges, scrows, chocks/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 )-(HSR 17.90)- Note 17.18

(b) 35mm thick

(c) 40mm thick

Factory-manufactured wire gauze door and window shutters of commercial hard wood such as hollock, champ, chikrassy and 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) (styles and rails of windows shutter shall be 75mm wide) (HSR 17.92)- Note 17.18

(ii) 35mm thick

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 straightening, bending binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. and placing in position complete in all respect 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.

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:- (HSR 18.34)

(a) door and window frame of size 89 mm X 50 mm with 40 mm wide single rebate

(c) door and window frame size 127 mm X 50 mm with 40 mm wide double rebate

N.S ITEMS CIVIL WORKS

Lowering of Sub soil water dewatering for excavation of foundation complete in all respect.(N.S)

Providing and fixing statue of similar height of Kashya complete in all respect.(N.S)

Provision for stainless steel monuments at top of guard room complete in all respect.(N.S)

Providing and fixing two no. sliding and collapsable gate of stainless steel 304 grade pipes including machenism for motorized movement complete as per design and drawing complete in all respect.(N.S)

Main Gate

Pedestrain Gate

Supply and fixing of stainless steel 'alphabets letters' upto 0.6 mtr. height for University name complete in all respect.(N.S)

HSR ITEM P.H WORK

LABOUR FOR LAYING JOINTING, FIXING AND TESTING G.I/P.V.C/W.I PIPE LINES AND SPECIALS tees bends, Sockets elbows etc., INSIDE BUILDING and testing etc., complete including cutting threading. (HSR 28.18) (b) Including cost of specials. (ii) 20mm internal diameter of pipeline.

CUTTING HOLES UPTO 23 CM SQUARE FOR PIPE IN FLOORING AND ROOFS OF CEMENT CONCRETE REINFORCED CONCRETE OR REINFORCED BRICK WORK AND MAKING GOOD INCLUDING REPOINTING REPLASTERING AND COLOUR OR WHITE WASHING WHERE REQUIRED (HSR 28.26)

(e) 225 mm thickness of floor or roof

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 lime mortar 2:3 in foundation Cement mortar 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/CC/ TOPPING 50 mm THICK WITH 455 MM x 455 MM X 610MM INSIDE LIGHT DUTY C.I. INSPECTION CHAMBER COVER AND FRAME Weight as per I.SI. specification painted WITH 3 COATS OF black bitumastic superior paint complete as per standard design. (HSR 29.84)

(a) Size 450 mm x 450 mm inside (with 455 mm x 455 mm cover and frame light duty single seal weighing 40 kg with C.C. topping )

PROVIDING AND FIXING IN POSITOIN BEST INDIAN MAKE (to the approval of the Engineer-in-charge). INDIAN TYPE ORISSA OR ORYA WATER CLOSET SUITE for Sinking into floor, with raised foot treads COMPLETE WITH 100 MM H.C.I, ‘P’ TRAP with or without vent as required and all OTHER NECESSARY FITTINGS as fully described in item no.30.1 above (HSR 30.2) (b) Size 630mm (i) White

PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE FLAT BLACK OR ANGULAR LIPPED FRONT URINAL 465 MM HIGH consisting of:- (HSR 30.19) (iv) Standard size G.I flush pipe with C.P. brass wall clips and unions complete including cutting and making good the walls and floor and painting of fittings etc. (as required by the Engineer-in-charge) (i) White

PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE (ORDINARY) LAVATORY SUITES consisting of Lavatory in VITREOUS CHINAWARE s ize as give below ( to the approval of the Engineer- in-c harge) including china plug for tap hole where necessary ; R.S. or C.I.BRACKETS for building into wall including painting;32mmC.P.BRASS WASTE WITH C.P. brass chain and rubber plug;15mm C.P.BRASS SCREW DOWN PILLAR TAP WITH jam nuts or couplings best design (as approved by the Engineer-in-charge) ALL FITTINGS BEST INDIAN MAKE (HSR.30.41) White (i) Size 450mmx300mm with one no. tap

PROVIDING AND FIXING IN POSITION BEST QUALITY STAINLESS STEEL SINKS WITH COMPLETE FITTINGS AS FULLY DESCRIBED IN ITEM NO. 30.51 ABOVE. (HSR 30.53) (b) Size 530mmx450mmx175mm

PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE BEVELLED EDGE 5.5 MM THICK MIRRON Mounted on ASBESTOS sheet GROUND FIXED IN POSITION BY MEANS OF 4 NOS. CHORMIUM PLATED BRASS SCREWS AND WASHERS over rubber washers and rawl plug embedded 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. (HSR 30.71) (a) Indian Make (ii) 550mmx400mm

Providing & fixing in position 15mm i/d C.P. brass bib cocks of best quality (as required by the Engineer-in-chargre). (HSR 30.75)

(a) Bib cock long body

(c) Bib cock

PROVIDING AND FIXING IN POSITION AUTOMATIC BRASSBALL VALVES IN TANKS (HSR 30.110)

(b) WITH PLASTIC BALL

(ii) 20 mm internal diameter

Providing and fixing HDPE WATER STORAGE TANKS of sintex, diplast , O.K. make with covers/ lids marked with IS: 12701 on roof top of buildings including cost of hoisting and placing in position, making connections with inlet and outlet pipes, providing overflow & scour provisions with suitable plug on scour pipe including cost of nipples, washers, flanges for connections in tanks complete in all respect to the satisfaction of Engineer-in-Charge. (except civil work). (HSR 30.119)

500 Ltr. Capacity

N.S ITEM P.H WORK

Supply of 20mm dia GI pipe of Tata/Ravindra/Jindal etc. i/c special complete (N.S)

THE HAPPY CO OP L AND C SOCIETY LTD VPO GARNAUTHI DISTT ROHTAK