Execution of Various works in Civil Hospital, Hisar

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. (HSR 6.6)

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

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

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

Cement concrete 1 : 1 ½ : 3 with stone aggregate 20 mm nominal size in foundation and plinth. (HSR 10.42)

Cement concrete 1:1.1/2:3 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 centering and shuttering, laid in position, complete in all respects. (HSR 10.86+10.95a)

Damp proof course 25 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. (HSR 10.115)

Damp proof courts 75 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.(HSR 10.113)

Providing and laying 100 mm thick ISI marked interlocking paver Blocks conforming

First class brick work laid in cement sand mortar 1:6 in foundation and plinth. (HSR 11.2)

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 1:6 in first storey upto 4 metres above plinth level. (HSR 11.7)

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

Extra for brick work in Square or rectangular Pillars in buildings. (HSR 11.42)

Providing & Fixing PVC Rainwater Pipe 6 Kg. pressue 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). Note:- The agency to whom the work is allotted will have to produce original bill/voucher for al quantity in token of proof of purchase of material. (a) 100mm dia PVC pipe)

b) '-do- b) 150 MM dia PVC pipe 6 Kg. Pressure.

Providing and fixing False Ceiling with grooves with 12mm to 15mm thick, 600mm X 600mm best quality mineral fibre tiles of approved make fixed on M.S. Steel runners frame i/c cost of screws angles, cleats, rawel plugs, with taping and painting, etc. complete in all respects as approved by the Engineer-In-Charge. (HSR 13.93)

Floating coat of 1.50 mm thick neat cement laid in one operation to the topping.(HSR 14.3)

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

Conglomerate floor 50 mm thick cement concrete topping 1:2:4 (HSR 14.10)

Providing and fixing vitrified tiles of size 600 x 600mm 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 to tiles. Note: - Tile shall be premium quality (1st quality) of reputed manufacturer like:- RAK, NITCO, KAJARIA, SOMANI, JONHONSONS, ORIENT BELL, SIMPOLO shall be used as approved by Engineer-in-charge. (HSR 14.89) Note:- The agency to whom the work is allotted will have to produce original bill/voucher for al quantity in token of proof of purchase of material.

Providing and fixing vitrified tiles of size 600 x 600mm of approved make in skirting / dado laid in any pattern as specified over base of 12mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade to tiles. Note: - Tile shall be premium quality (1st quality) of reputed manufacturer like:- RAK, NITCO, KAJARIA, SOMANI, JONHONSONS, ORIENT BELL, SIMPOLO shall be used as approved by Engineer-in-charge. (HSR 14.90) Note:- The agency to whom the work is allotted will have to produce original bill/voucher for al quantity in token of proof of purchase of material.

Providing & fixing of 1st quality Ceramic Tiles/ anti skid tiles of size 400 x 400mm 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 to tiles. Note: - Tile shall be premium quality (1st quality) of reputed manufacturer like:- RAK, NITCO, KAJARIA, SOMANI, JONHONSONS, ORIENT BELL, SIMPOLO shall be used as approved by Engineer-in-charge. (HSR 14.91) Note:- The agency to whom the work is allotted will have to produce original bill/voucher for al quantity in token of proof of purchase of material.

Providing & Fixing Ist quality 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 to match the shades complete. (HSR 14.92 (a) Size of Ceramic Glazed tiles 200mm x 300mm of reputed manufacturer like NITCO, KAJARIA & RAK, NITCO, KAJARIA etc. (b) Size of ceramic Glazed tiles 300mm x 450mm. (HSR 14.92 (b) Note:- The agency to whom the work is allotted will have to produce original bill/voucher for al quantity in token of proof of purchase of material.

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

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

15 mm thick cement plaster 1:4 on the rough side of single or half brick wall (HSR 15.10)

15 mm thick cement plaster 1:6 on the rough side of single of half brick wall (HSR 15.12)

Cement pointing 1:2 deep variety on brick and tile work (HSR 15.60)

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)

Applying priming coat with metal primer on New steel or iron work including preparation of surface. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Jenson, Nicholson, Asian & Shalimar shall be used a approved by the Engineer-in-Charge in writing, Drum of paint shall be opened in presence of Engineer-in-Charge). (HSR 16.9)

Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surfaces. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Jenson, Nicholson, Asian & Shalimar shall be used a approved by the Engineer-in-Charge in writing, Drum of paint shall be opened in presence of Engineer-in-Charge). (HSR 16.25)

Painting two coats with plastic emulsion paint on walls on new work to give an even shade. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Jenson, Nicholson, Asian & Shalimar shall be used a approved by the Engineer-in-Charge in writing, Drum of paint shall be opened in presence of Engineer-in-Charge). (HSR 16.30)

Providing two coats of exterior acrylic emulsion paint. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Jenson, Nicholson, Asian & Shalimar shall be used a approved by the Engineer-in-Charge in writing, Drum of paint shall be opened in presence of Engineer-in-Charge). (HSR 16.79 (b) 1st quality

Providing and laying 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 coat and carriage of all material, labour charges, scaffolding, sundries etc. complete (J.K./Birla make) (HSR 16.81)

Supplying and fixing hydraulic door Closer, I.S.I mark, with necessary Screws, etc., complete- (HSR 17.82) (b) I.S.I designation No. II (side of door 701 mm to 850 mm)

Providing and fixing sliding bolt with nuts and screws etc. complete- (HSR 17.83 (b) (ii) Aluminium (ii) size 250 mm x 16 mm

Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS;733 and IS;1285 fixed with rawl plugs and screws or with fixing clips or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom, and sides with required neoprene felt etc. aluminium sections shall be smooth, rust free straight mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/paneling C.P brass /stainless steel screws , all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing and panelling to be paid for separately) (HSR 17.95 + Note) Fixed portion (Anodised aluminium transparent or dyed to required shade according to IS;1868,minimum anodic coating of grade AC 15)

Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS;733 and IS;1285 fixed with rawlplugs and screws or with fixing clips or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom, and sides with required neoprene felt etc. aluminium sections shall be smooth, rust free straight mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/panelling C.P brass /stainless steel screws, etc. complete. Shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of PBC/ neoprene gasket required including aluminium fitting i.e. aluminium kun (HSR 17.96 + Note i)

Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS; 12823 grage 1 type II in panelling fixed in aluminium doors. Windows shutters and partition frames With C.P. brass /stainless steel screws etc. complete. (HSR 17.97 (b) Pre-laminated particle board with decorative lamination on both sides.

Providing and fixing glazing in aluminium door, windows, ventilator shutter and partitions etc. with pvc/neoprene gasket etc. complete (cost of aluminium snap beading shall be paid in basic items). (HSR 17.98 (b) With float Glass panes of 5.00 mm thickness.

Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS;6315 marked for doors including cost of cutting floors as required , embedding in floors and cover plates with brass pivot and single piece M.S. sheet outer box (HSR 17.99 (b)

Providing Aluminium Jali of thickness 7mm thick with openings - 75mm X 75mm of including anodizing and fixing in frame with cost of screws etc. complete. (HSR 17.100)

Structural steel work in angles, tees and flats, welded including cutting fixing all gusset plates, bolts, nuts, welding rod, etc., with hoisting and erecting in positon:- for roof trusses, well kerbs, plates and trussed girders, etc., of any span for buildings and bridges. (HSR 18.7)

Supplying M S Bolts of required sizes with nuts and washers complete. (HSR 18.15 (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. (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). (18.22).

Preparation of sub grade, including trenching, rough dressing of spoil final dressing of earth,to given levels and camber, watering, rolling with road roller, and compacting the bed. (HSR 24.1)

Earth filling under floors with tibba sand non plastic under floors with good earth taken from outside of campus area with all lead and lift including loading, unloading, laid in 15 cm 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)

Providing and laying 150mm thick granular sub base consisting of filter 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. (NS)

Providing & laying 75mm thick (Compacted) stone metal (G-II) 53mm to 22.4mm gauge wearing coat to water bound macadam in two layer of 75 mm 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).

Providing & fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work – Exposed on wall. (DSR 18.10) (i) 15mm internal diameter of pipeline.

ii) 20mm dia pipe

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)

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-a(i)

PROVIDING AND FIXING IN POSITION INDIAN MAKE (ORDINARY) LAVATORY SUITES Consisting of Lavatory in VITREOUS CHINAWARE size as given Below (to the approval of the Engineer-in-charge) including china plug for tap hole where necessary Size 550 mm x 400 mm with one no. tap(HSR 30.41(iv)

Providing and fixing in position best Indian make Pedestal fittings of vitreous chinaware complete (as required by the Engineer-in-charge) (HSR 30.44(i) White

Providing and fixing in position best Indian make Soap dish fixed into wall with C.P brass screws and complete in all respects including cutting and making good the wells etcs. (HSR 30.70(a)(ii)

PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE TOWEL RAILS FIXED in with rawlslugs embedded in walls with C.P brass screws. Complete in all respect INCLUDING CUTTING AND MAKING GOOD THE WALLS ETC. (HSR 30.68(e)

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 (HSR 30.75-c)

PROVIDING AND FIXING IN POSITION AUTOMATIC BRASSBALL VALVES IN TANKS(HSR 30.110-(b) (ii) 20 mm internal diameter

PROVIDING AND FIXING IN POSITION GULLY TRAPS FIXED IN CEMENT CONCRETE 1:4:8 complete WITH H.C.I GRATING 150 MM X 150 MM CAST IRON COVER WEIGHING APPROXIMATELY 7.26 KG AND FRAME CLEAR OPENING 300 MM X 300 MM and outside size 330 mm x 330 MM AND CHAMBER INCLUDING cost of all brick work in CEMENT MORTSAR 1:5 CEMENT CONCRETE 1:8:16 IN FOUNDATIONS AND CEMENT CONCRETE 1:2:4 IN COPING around C.I cover and frame etc. WITH THREE COATS of black bitumastic superior PAINT of approved manufacture on all C.I work AS PER STANDARD DESIGN, minimum depth of water should be 150 mm with a minimum seal 50 mm. (HSR 30.114-c) 150 mm internal diameter S.W. gully trap

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 respects to the satisfaction of Engineer-in- Charge. (except civil work). (HSR 30.119) (e) 1000 liter capacity

Providing and fixing of 0.5 mm thick colour coated profile sheet roofing including all accessories

mukesh saharan contractor

BHUMI CONSTRUCTION

OM Constructions

M/S Sahdev Kumar Contractor