Construction of Boundary Wall with Staff Quarter

Amount

Estimate for Staff Quarter

work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or aims (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift 15m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a of 50 m

brick pitching half brick thick in drains including supply of bricks and preparing the surface

Cement: 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 40 mm size derived from natural sources)

thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 224 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix: 2 graded stone aggregate, 6mm nominal size) by amc, hardening compound mixed @ 2 litre per 50 kg of cemen or as per manufacture's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.

enforcement for R... Work inluding sraitaning, leaning utting and ber ding to proper shape in position and binding up to plinth level. 5.22.6. TMT bar Fe500D or more. eel and Medium Tensile steel bars

Cetering and shuttering inluding strutting, propping etc end removal of the same.. 5.9.1. Foundation Fing, base of column etc. For mass concrete.

Columns, Pillars, Posts & Strut

Weather shade, Chajjas, corbels etc., including edges

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: (1 cement: 2 coarse sand (zone-III) derived from natural sources: 4 graded stone regate 20 mm nominal size de rived from natural sources)

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, th and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement:

Cement concrete work in beams, suspended floors, roofs having slope up to 15° landings. shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above path level up to floor five level, excluding the cost of cantering, shuttering, finishing and for cement with 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in undation and plinth in:

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.

15 mm thick cement plaster in single coat on rough side of single or half brick wall

White washing with lime to give an even shade:

Fishing wall with water proofing cement paint of approved brand and manufacture of required 13.44.1.New work (Two or More coat @ 3.84 Kg/10m2

Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought amed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold thugs or dash fastener shall be paid for separately).

Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for ces, windows and clerestory windows (Area of opening for panel inserts excluding portion inside wes or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40mm thick:

Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete:

Providing and fixing ISI marked oxidised M.S. tower bolt black finis, (Barrel type) with necessary screws etc.

Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc.

.. filling in plinth with sand under floors, including watering, ramuning, consolidating and dressing

work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc, including cutting. fixing in position and applying a priming coat of approved steel primer, including welding and bolted special shaped washers etc. complete.

corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated Lhooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved on overlapping of sheets complete (up to any pitch in horizontal / vertical or curved surfaces), cluding the cost of purlins rafters and trusses and including cutting to size and shape wherever required

Providing ridges or hips of width 60 cm overall width plain G.S. shet fixed with polymer coated Jor books, bolts and nuts 8 mea dia G.I limpet and bitumen washers complete.

fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square und bars etc, including priming coat with approved steel primer all complete.

Providing and fixing plain multipurpose cement board (High pressure steam cured) with suitable for cement particle board in ceiling etc. complete (frame work to be paid separately).

Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position with stainless steel screws etc

Plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand (zone-III) from natural sources: 6 graded stone aggregate 20 mm nominal size derived from naturals over 75mm thick bed of dry brick ballast 40 mm nominal size well rammed and grouted with fine sand, including necessary excavation, levelling & dressing the top smooth.

Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat 090 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 Sqm of approved brand

Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and with 6 mm thick clear float glass both side, having 12 mm air gap, including providing DM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary ant) etc. as per specifications, drawings and direction of Engineer-in-charge complete.

Estimate for Deep Tubewell Boring on Rock Area

Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the

Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including equired hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 23.3.2 150 mm nominal size dia

Gravel packing in tubewell construction in accordance with IS: 4097. including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual equirement, all complete as per direction of Engineer-in-charge

Development of tube well in accordance with IS: 2800 (part 1) and IS: 11189, to stablish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is ally developed, measuring yield of well by "V" notch method or any other proved method, measuring static level & draw down etc. by step draw down method, lecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.

Providing and placing in position filters of 40 mm diameter G.I. pipe with brass strainer of approved quality.

Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work):

roviding and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent centent, trenching, refilling & esting of joints complete as per direction of Engineer in Charge External work 18.9.2 20 mm nominal dia Pipes

25 mm nominal dia Pipes

40 mm nominal dia Pipes

Estimate for Sanitary and Plumbing for Staff Quarter

Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size

Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps

roviding and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.

Providing and fixing 8 mm dia C.P./S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge.

Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge.

Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Flexible pipe 132 mm dia

Providing and fixing 100 mm sand cast Iron grating for gully trap.

Providing and fixing soil, waste and vent pipes 100 mm dia Sand cast iron S&S pipe as per IS: 1729

Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms.

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases 15 mm nominal dia Pipes

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.

Providing and fixing brass bib cock of approved quality: 15 mm nominal bore

Providing and fixing brass stop cock of approved quality: 15 mm nominal bore

Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : 15 mm nominal bore

Providing and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS 6911:2017 and conforming to EN-10312 standards with V-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineer-in-charge.

Providing and placing on terrace (at all floor levels polyethylene water storage tank, IS: 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for ank

Estimate for R.C.C Gate

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer- incharge.

brick pitching half brick thick in drains including supply of bricks and preparing the surface complete :

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 13:6 (1 Cement: 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources)

Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for

Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, inth and string courses fillets, kerbs and steps etc.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: 115:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

Reinforced cement concrete work in walls (any thickness), including attached pilasters uttresses, plinth and string courses, fillets, piers, abutments, posts and struts above plinth level up to floor five level, excluding cost of centering, shuttering, fin shing and reinforcement: (1 cement: 1.5 coarse sand(zone-III) derived from natural sources: 3 graded stone egate 20 mm nominal size derived from natural sources)

footings, bases of columns, etc. for mass concrete

beams, plinth beams, girders, bressumers and cantilevers.

Columns, Pillars, Piers, Abutments, Posts and Struts

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. hermo-Mechanically Treated bars of grade Fe-500D or more.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.

15 mm cement plaster on rough side of single or half brick wall of mix:

12 mm thick plain cement mortar bands in cement mortar 1:4 (1 cement: 4 fine sand): Raised Band

Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coat applied @ 1.67 Itr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. As required. Gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

Providing Internal & External Electrification with 1 HP Pump Motor Set

Wiring for light point/fan point/ exhaust fan point/call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface recessed medium class PVC conduit, with piano type |switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required. (Group-A)

Wiring for light point/fan point/ exhaust fan point/call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface recessed medium class PVC conduit, with piano type |switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required. (Group-B)

Wiring for circuit/ sub main wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 1.14.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire

1.14.3 2 X 4 sq. mm + 1 X 4 sq. mm earth wire

1.14.4 2 X 6 sq. mm + 1 X 6 sq. mm earth wire

Supplying and fixing following piano type switch/ socket on the existing switch box/ cover including connections etc. as required. 1.23.1 5/6 amps switch

1.23.3 15/16 A switch

1.23.4 3 pin 5/6 A socket outlet

1.23.5 6 pin 15/16 A socket outlet

Supplying and fixing metal box of 150mm X 75mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 A socket outlet and 5/6 A piano type switch, connections, painting etc. as required.

Supplying and fixing PVC batten/ angle holder including connections etc. as required.

Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/ RCCB/Isolator) 2.3.2 8 way, Double door

Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 KA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2.10.1 Single pole

2.10.3 Double pole

Earthing with G.I. earth pipe 4.5 metre long, 40 mm] dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required.

Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with GI thimble etc. as required.

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. 7.1.1 Upto 35 sq. Mm

Supplying and embedding following dia G.I. pipe (medium class) in pole collar/ foundation (during casting) for cable entry including bending the pipe to the required shape complete as required. 11.6.1 32 mm dia

Supplying and erection of stay set complete (galvanized) with 19/20 mm dia X 1.8 meters long stay rod, anchor plate of size 45 cm X 45 cm X 7.5 mm, thimble, stay clamps, turn buckle (20 mm X 60 cm), 7/ 4.00 mm dia G.I. stay wire and strain insulator etc in cement concrete 1:3:6 (1 cement: 31 coarse sand 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling etc. as required.

Erection of angle iron/ channel iron cross arm on wood/ RCC/ PCC/ steel tubular/ rail pole etc. as required.

Supplying and erection of 75 mm X 90 mm shackle) insulator with G. I. Bolt, nuts and straps etc. as required.

Supplying and erection of 100 mm X 65 mm pin insulator complete with G. I. Spindle and nuts etc. as required

Erection of ACSR conductor of 7/2.11 mm to 7/3.00 mm diameter including binding etc. as required.

Supplying and fixing of 32 mm dia X 2.00 metres long G.I. pipe (medium class) bracket for mounting) of fluorescent/HPMV/HPSV street light fitting on pole including bending the pipe to the required shape, 2 nos 40 mm X 3 mm flat iron clamps with nuts, bolts and washer, painting the flat iron with primer and finish paint etc. as required.

Supplying including fitting fixing of Slim LED batten with polycarbonate round-shape diffuser. Grey end cap, housing is an ideal replacement solution for existing battens/fluorescent lamps with elegantly designed end caps etc. as required and directed by the Deptt.

Supplying with including fitting fixing of ADORE LED PLUS 9 W/10 W. etc. as required & directed) by the Deptt.

Supplying with including fitting fixing of Ceiling fan etc. as directed by the Deptt.

Supplying with including fitting fixing of Exhaust Fan etc. as directed by the Deptt.

Supply of following size PVC/XLPE insulated and PVC sheathed 1.1 KV Gd. Solid Aluminum conductor up to 10 sqmm, balance stranded conductor, XLPE Insulated, cores laid up, PVC tape inner sheathed, Armour (Aluminum wire for single) core up to 70 sq. mm, balance Aluminum strip. Glavanised wire for cables up to 2 x 10 sq. mm, 3 x 10 sq. mm, 4 x 6 sq. mm & balance all galvanized steel strip), extruded PVC Type ST2 sheathed,) 650/1100 V grade as per IS 7908 (Part-I) 1988 armored U.G. cable as specified and directed by the deptt. (Havells, RR, or equivalent make as approved by this Deptt.) 16.00 sq.mm 2 Core U.G. Cable

Supplying with fitting and fixing of Motor Pumps set (Crompton / Kirlosjar/Usha or equivalent make) as required and directed by the department. Crompton Residential 1 HP Motor Pumps set (Model No. MINI CHAMP-I)

Supplying with erection of PSC Pole 7.50 Mtrs. length with PCC grounting as required complete etc.) as required and directed by the Department.

Supplying with fitting and fixing Single phase) Service connection with tested Digital Energy Meter including Load Security, Labour charge, Nuts & Bolt, G.l. wire and PVC 4 sq.num Twin Core weather proof cable etc.

Supplying with fitting & fixing of highly effective front openable 45W IP66 Street light/Campus light with aluminium pressure dia-cost housing. toughened glass in the front and peanut lens for batwing light distribution to ensure uniform light distribution, higher spacing between poles and maintenance free system etc. as required and as directed by the Department (Orient, Bajaj, Havells or equivalent make). Orient Make 45 W Street light/ Campus light (LSFT-045-C)

Supplying with fitting and fixing of ACSR "RACCON" Conductor etc. as required and directed by the Deptt.

ESTIMATE FOR 100 USERS SEPTIC TANK

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means ver areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means ver areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.

Providing and laying in position cement concrete of specified grade excluding the cost of entering and shuttering - All work up to plinth level (1 cement: 2 coarse sand (zone-III) derived from natural sources: 4 graded stone ggregate 20 mm nominal size derived from natural sources)

(1 Cement: 3 coarse sand (zone-III) derive from natural sources: 6 graded stoneregate 20 mm nominal size derived from natural sources)

Centering and shuttering including strutting, proping etc. and removal of form work Foundations, footings, bases for columns

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and rei iforcement - All work up to plinth level: (1 cement: 1.5 coarse sand (zone-III) de ived from natural sources: 3 graded one aggregate 20 mm nominal size derived from natural sources)

Catering and shuttering including strutting, pro ping etc. and removal of form for Eels, beams, plinth beams, girders, bressumers and cantilevers

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in osition and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 foundation and plinth in: Cement mortar 1:4 (1 cement: 4 coarse sand)

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in Cement mortar 1:3 (1 cement: 3 coarse sand)

15 mm cement plaster on rough side of single or half brick wall finished with a flos ing coat of neat cement of mix:

Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks plain window sills and the like, including the cost of required centering, shuttering but, excluding cost of reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived Bom natural sources).

Supplying and fixing C.I. cover without frame for manholes : 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than

Constructing brick masonry chambelord for underground inspection chamber and bends th bricks in cement mortar 1:4 (116 beement: 4 coarse sa sand) C.I. cover with frame (light 5ominternal.dimensi siis total weight of of cover with frame to be not less 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:15:3 mix (1 cement: 1.5 fine sand: 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 455x610 mm and 45 cm deep for single pipe line: With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design.

Providing and fixing soil, waste and vent pipes: 100 mm di Sand cast iron S&S pipe as per IS: 1729

Providing and filling the joints with spun yarn, cement sturry and cement mortar 1:2 (1 cement: 2 fine sand) in S.C.I./C.I. Pipes 2100 mm dia pipe

CONSTRUCTION OF R.C.C STAGING

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:2:4 (1 cement: 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources)

Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns

Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources)

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources)

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete

Suspended floors, roofs, landings, balconies and access platform

Lintels, beams, plinth beams, girders, bressumers and cantilevers

Columns, Pillars, Piers, Abutments, Posts and Struts

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-5000 or more.

62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) and top layer12mm thick cement hardener consisting of mix 1:2 ( cement hardener mix: 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture's specifications. This includes cost of cement slurry but excluding the cost of nosing of steps etc. complete.

Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement: 4 coarse sand)

15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand)

White washing with lime to give an even shade: New work (three or more coats)

Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

Providing corrugated G.S. sheet roofing including vertical curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal / vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 10.16.3 Electric resistance or induction butt welded tubes rectangular hollow sectn. 45x45x3.2 mm @ 3.99 kg/rm

ESTIMATE FOR BOUNDARY WALL (52.50 MTR.)

excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth 50 m and lift upto 1.5 m, as directed by Engineer-incharge.

pitching half brick thick in drains including supply of bricks and preparing the surface complete :

Cement: 3 coarse sand (zone-III) derived from natural sources: 6 graded stone agg cgate 40 mm derived from natural sources)

Reemforcement for R... Work inluding sraitaning, leaning uting and bending to proper shape position and binding up to plinth level. 5.22.6. TMT bar Fe500D or more and Medium Tensile steel bars

shuttering inluding strutting, propping etc end removal of the same. 5.9.1. Foundation Footing. etc. For mass concrete.

Pills Posts & Strut

laying in position specified grade of reinforced cement concrete, excluding the cost of centering. finishing and reinforcement - All work up to plinth level: 1324 (1 cement: 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm size de rived from natural sources)

cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and ourses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five ding cost of centering, shuttering, finishing and reinforcement: (1 cement: 1.5 coarse sand(zone-III) derived from natu rai sources: 3 graded stone aggregate 20 size derived from natural sources)

masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in cure above plinth level up to floor V level. Cament mortar 1:4 (1 cement :4 coarse sand)

cement plaster of mix: 1:4.(1 Cement: 4 Coarse Sand)

walls with water proofing cement paint of required shade: New work (Two or more coals applied @ 3.84 kg/10 sqm)

DHARAMSING NARZARY

RUSTAM BASUMATARY