TENDER AND CONTRACT DOCUMENT - rites.com Bid GGV...TENDER AND CONTRACT DOCUMENT ... 4.1 6.32 Brick work with clay flyash F.P.S. ... type universal hydraulic door closer (having brand

RITES LTD

TENDER AND CONTRACT DOCUMENT

Name of Work:-“ Construction of Accelerator Building at Guru Ghasidas Vishwavidyalaya Campus, Koni, Bilaspur, Chhattisgarh.”

Tender No. : RITES/CP/TC/GGV-Accelerator Building/2012

December 2012

FINANCIAL BID-(PART-II)

Tender Document issued to

_____________ (name of Tenderer)

_____________ (Address of Tenderer)

Signature of Officer issuing the Document with Designation and Date of issue ________

PART-2

FINANCIAL BID

SCHEDULE BILL OF QUANTITIES

1 BEAM ACCELERATOR BUILDING ( A)

2 CONTROL ROOM ACCELERATOR BUILDING (B)

SIGNATURE OF AUTHORIZEDREPRESENTATIVE/SIGNATORY OF TENDERER

NAME OF SIGNATORY

NAME AND SEAL OF TENDERER

DATE

PLACE

GRAND TOTAL AMOUNT AFTER REBATE IN (i) In figures (ii) In words

SCHEDULE (BILL) OF QUANTITIESPART-2

TOTAL QUOTED AMOUNT IN FIGURES ( Rs.)

GRAND TOTAL OF (A) & (B) (i) In figures (ii) In words

Unconditional Rebate, If any (i) In figures (ii) In words

ABSTRACT OF COST(A+B)

SCHEDULE DESCRIPTION

S.No. Sub Head Amount in figures Amount in words

1 Sub Head -I (Earth work)

2 Sub Head -II (Concrete work)

3 Sub Head -III (RCC Work)

4 Sub Head -IV (Brick work)

5 Sub Head -V (Marble work)

6 Sub Head -VI (Wood work & PVC work)

7 Sub Head -VII (Steel work)

8 Sub Head -VIII (Flooring work)

9 Sub Head -IX (Roofing Work)

10 Sub Head -X (Finishing Work)

11 Sub Head -XI (Sanatary Instalation Work)

12 Sub Head -XII (Water Supply Work)

13 Sub Head -XIII (Drainage Work)

14 Sub Head -XIV (water proofing)

Total In figures & words

NAME OF WORK-The Construction of Accelerator Building at Guru Ghasidas Vishwavidyalaya Campus, Koni, Bilaspur, Chhattisgarh.

ABSTRACT OF COST FOR CONTROL ROOM ACCELERATOR BUILDING ( B)

S.No. Sub Head Amount in figures Amount in words

1 Sub Head -I (Earth work)

2 Sub Head -II (Concrete work)

3 Sub Head -III (RCC Work)

4 Sub Head -IV (Brick work)

5 Sub Head -V (Wood work)

6 Sub Head -VI (Flooring work)

7 Sub Head -VII (Roofing work)

8 Sub Head -VIII (Finishing work)

9 Sub Head -IX (Aluminium work)

10 Sub Head -X (Water proofing)

Total In figures & words

ABSTRACT OF COST FOR BEAM HALL ACCELERATOR BUILDING ( A)

NAME OF WORK-The Construction of Accelerator Building at Guru Ghasidas Vishwavidyalaya Campus, Koni, Bilaspur, Chhattisgarh.

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Particulars of items Quantity UnitRate in figures

Rate in words Amount in figures

Amount in words

1 2 EARTH WORK1.1 2.6 Earth work in excavation by mechanical means (Hydraulic excavator )/ manual

means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sumon plan) including disposal of excavated earth, lead upto 50m and lift upto1.5m, disposed earth to be levelled and neatly dressed.

1.1.1 2.6.12.6.1 ) In all types of soil 1273.66 Cum

1.2 2.26 Extra for every additional lift of 1.5 m or part of theroff1.2.1 2.26.1

2.26.1 ) In all types of soil 694.26 Cum.

1.3 2.27 Supplying and filling in plinth with local sand under floors including, watering,ramming consolidating and dressing complete. 2207.90 Cum

1.4 2.28 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m.

1.4.1 2.28.1 All kinds of soil 390.00 SqmTOTAL

2 4 Concrete work2.1 4.1 Providing and laying in position cement concrete of specified grade excluding

the cost of centring and shuttering - All work upto plinth level :

2.1.1 4.1.9 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) 100.83 CumTOTAL

B - BILL OF QUANTITIES CONTROL ROOM ACCELERATOR BUILDING AT GURU GHASIDAS VISHWAVIDYALAYA CAMPUS, KONI, BILASPUR,CHHATTISGARH

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3 5 Reinforced cement Concrete workDESIGN MIX CONCRETE

3.1 5.33 Providing and laying in position machine batched and machine mixed

design mix M-25 grade cement concrete for reinforced cement concrete

work, using cement content as per approved design mix, including

pumping of concrete to site of laying but excluding the cost of centering,

shuttering, finishing and reinforcement, including admixtures inrecommended proportions as per IS: 9103 to accelerate, retard setting

of concrete, improve workability without impairing strength and durability

as per direction of Engineer-in-charge.

(Note :- Cement content considered in this item is @ 330 kg/cum.Excess/less cement used as per design mix is payable/recoverableseparately).

3.1.1 5.33.1 5.33.1 All works upto plinth level 175.34 Cum

3.1.2 5.33.2 All works above plinth level upto floor V level 262.28 Cum

3.2 5.9 Centring and shuttering including strutting, propping etc. and removal of formfor :

3.2.1 5.9.1 Foundation,Footing, bases of column etc for mass concrete 273.78 Sqm

3.2.2 5.9.2 Walls (Any thickness) including attached pilaster,butteress,plinth and string coureses 79.78 Sqm

3.2.3 5.9.3 Suspended floors, roofs, landings, balconies and access plateform 655.61 Sqm

3.2.4 5.9.5 5.9.5) Lintels, beams, plinth beams, girders, bressumers and cantilevers 487.40 Sqm.

3.2.5 5.9.6 5.9.6 )Columns, Pillars, Piers, Abutments, Posts and Struts 334.56 Sqm

3.2.6 5.9.7 Stairs, (excluding landings) except spiral-staircases 33.12 Sqm

3.2.7 5.9.19 Weather shade, Chajjas, corbels etc., including edges 31.69 Sqm

3.3 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete.

3.3.1 5.22.65.22.6) Thermo-Mechanically Treated bars. 31561.20 Kg

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Amount in words

3.3.2 5.22.6A Thermo-Mechanically Treated bars. Above plinth level 47210.40 Kg

3.4 5.30 Add for plaster drip course/groove in plastered surface or moulding to RCC projections. 52.82 metre

TOTAL

4 6 BRICK WORK

4.1 6.32 Brick work with clay flyash F.P.S. (non modular) brick of class designation

7.5 in superstructure above plinth level up to floor five level in :

4.1.1 6.32.2 Cement mortar 1:6 (1 cement : 6 coarse sand) 90.80 Cum

4.2 6.46 Half brick masonry with non modular mechanised auto claved fly ash

sand lime bricks of class designation 10, conforming to IS : 12894, in

super structure above plinth and upt floor V level.4.2.1 6.46.2 Cement mortar 1 : 4 (1 cement : 4 coarse sand) 543.59 Sqm

4.3 4.15 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at

every third course of half brick masonry. 543.39 Sqm

TOTAL5 8 MARBLE / GRANITE WORK

5.1 8.2 Providing and fixing 18 mm thick gang saw cut, mirror polished,premoulded and prepolished, machine cut for kitchen platforms, vanitycounters, window sills , facias and similar locations of required size,approved shade, colour and texture laid over 20 mm thick base cementmortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement,mixed with matching pigment, epoxy touch ups, including rubbing, curing,moulding and polishing to edges to give high gloss finish etc. completeat all levels.

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5.1.1 8.2.2 Granite of any colour and shade5.1.1.1 8.2.2.2 Area of slab over 0.50 sqm 11.07 Sqm

TOTAL6 9 WOOD WORK AND PVC WORK

6.1 9.1 Providing wood work in frames of doors, windows, clerestory windows

and other frames, wrought framed and fixed in position with hold fast

lugs or with dash fasteners of required dia & length ( hold fast lugs or

dash fastener shall be paid for separately).

6.1.1 9.1.1 9.1.1 Second class teak wood 2.18 Cum

6.2 9.21 Providing and fixing ISI marked flush door shutters conforming to IS2202 (Part I) non-decorative type, core of block board construction withframe of 1st class hard wood and well matched commercial 3 plyveneering with vertical grains or cross bands and face veneers on bothfaces of shutters :

6.2.1 9.21.1 35 mm thick including ISI marked Stainless Steel butt hingeswith necessary screws 59.24 Sqm.

6.3 9.48 Providing and fixing M.S. grills of required pattern in frames of windowsetc. with M.S. flats, square or round bars etc. including priming coatwith approved steel primer all complete.

6.3.1 9.48.2 Fixed to openings /wooden frames with rawl plugs screws et 397.44 Kg

6.4 9.96 Providing and fixing aluminium sliding door bolts, ISI marked

anodised (anodic coating not less than grade AC 10 as per IS :

1868), transparent or dyed to required colour or shade, with nuts and screwsetc. complete :

6.4.1 9.96.1 250x16 mm 40.00 Each

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6.4.2 9.96.2 300x16 mm 10.00 Each

6.5 9.97 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic

coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed

to required colour or shade, with necessary screws etc. complete :

6.5.1 9.97.3 200x10 mm 50.00 Each

6.6 9.100 Providing and fixing aluminium handles, ISI marked, anodised (anodic

coating not less than grade AC 10 as per IS : 1868) transparent or dyed

to required colour or shade, with necessary screws etc. complete :

6.6.1 9.100.1 125 mm 50.00 Each

6.7 9.101 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, withnecessary screws etc. complete.

6.7.1 9.101.2 Twin rubber stopper 50.00 Each

6.8 9.84 Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI,

IS : 3564,embossed on the body, door weight upto 36 kg to

80 kg and door width from 701 mm to 1000 mm), with double speedadjustment with necessary accessories and screws etc. complete. 25.00

Each

TOTAL

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Amount in words

7 10 Steel Work

7.1 10.3 Providing and fixing in position collapsible steel shutters with vertical

channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size,

with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel

pulleys, complete with bolts, nuts, locking arrangement, stoppers,

handles, including applying a priming coat of approved steel primer.

handles, including applying a priming coat of approved steel primer. 8.99 Sqm.

7.2 10.11 Providing and fixing factory made ISI marked steel glazed doors, windowsand ventilators, side /top /centre hung, with beading and all memberssuch as F7D, F4B, K11 B and K12 B etc. complete of standard rolledsteel sections, joints mitred and flash butt welded and sash bars tenonedand riveted, including providing and fixing of hinges, pivots, includingpriming coat of approved steel primer, but excluding the cost of otherfittings, complete all as per approved design, (sectional weight of onlysteel members shall be measured for payment).

7.2.1 10.11.1 Fixing with 15x3 mm lugs 10 cm long embedded in cementconcrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarsesand : 6 graded stone aggregate 20 mm nominal size) 496.80 Kg

7.3 10.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollowtubes, channels, plates etc., including welding, grinding, buffing, polishingand making curvature (wherever required) and fitting the same withnecessary stainless steel nuts and bolts complete, i/c fixing the railingwith necessary accessories & stainless steel dash fasteners , stainlesssteel bolts etc., of required size, on the top of the floor or the side ofwaist slab with suitable arrangement as per approval of Engineer-in-charge,( for payment purpose only weight of stainless steel members shall beconsidered excluding fixing accessories such as nuts, bolts, fasteners etc.). 240.00 Kg

TOTAL

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Amount in words

8 11 FLOORING WORK8.1 11.26 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed

with grey cement slurry mixed with pigment to match the shade of the slabincluding rubbing and polishing complete with base of cement mortar 1 : 4 (1cement : 4 coarse sand) :

8.1.1 11.26.1 25 mm thick 29.16 Sqm

8.2 11.3 Kota stone slabs 20 mm thick in risers of steps, skirting, dado andpillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3coarse sand) and jointed with grey cement slurry mixed with pigment tomatch the shade of the slabs, including rubbing and polishing complete. 10.08 Sqm.

8.3 11.36 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy,bottle green, black of any size asapproved by Engineer-in-Charge, in skirting, risers of steps and dados,over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shadecomplete. 57.30 Sqm

8.4 11.39 Providing and laying rectified Glazed Ceramic floor tiles of size

300x300 mm or more (thickness to be specified by the

manufacturer), of 1st quality conforming to IS : 15622, of

approved make, in colours White, Ivory, Grey, Fume Red Brown, laid on 20mm thick cement mortar 1:4

(1 Cement: 4 Coarse sand), including grouting the joints with white cementandmatching pigments etc., complete. 13.02 Sqm

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Amount in words

8.5 11.41 Providing and laying vitrified floor tiles in different sizes

(thickness to be specified by the manufacturer) with water

absorption less than 0.08% and conforming to IS : 15622, of

approved make, in all colours and shades, laid on 20mm thick cement mortar1:4 (1 cement : 4 coarse sand),

including grouting the joints with white cement and matching

pigments etc., complete.

8.5.1 11.41.2 Size of Tile 600x600 mm 652.71 Sqm

TOTAL9 12 ROOFING WORK

9.1 12.41 Providing and fixing on wall face Unplasticised Rigid PVC rain water pipesconforming to IS : 13592 Type A including jointing with seal ring conforming toIS : 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes

9.1.1 12.41.2 110mm 68.00 metre

9.2 12.42 Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conformingto IS : 13592 Type A, including jointing with seal ring conforming toIS : 5382, leaving 10 mm gap for thermal expansion.

9.2.1 12.43.3 Single tee with door9.2.1.1 12.43.3.2 110x110x110 mm 8.00 Each

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Amount in words

9.2.2 12.43.6 Shoe (Plain)9.2.2.1 12.43.6.2 110 mm Shoe 8.00 Each

9.3 12.43 Providing and fixing unplasticised -PVC pipe clips of approved designto unplasticised - PVC rain water pipes by means of 50x50x50 mmhard wood plugs, screwed with M.S. screws of required length,including cutting brick work and fixing in cement mortar 1:4 (1 cement: 4 coarse sand) and making good the wall etc. complete.

9.3.1 12.43.2 110 mm 40.00 Each

9.4 12.44 Providing and fixing to the inlet mouth of rain water pipe cast irongrating 15 cm diameter and weighing not less than 440 grams. 8.00 Each

TOTAL10 13 FINISHING WORK

10.1 13.1 12 mm cement plaster of mix :10.1.1 13.1.2 13.1.2) 1:6 (1 cement: 6 fine sand) 1185.99 Sqm

10.2 13.2 15 mm cement plaster on the rough side of single or half brick wallof mix :

10.2.1 13.2.2 1:6 (1 cement: 6 fine sand) 1185.99 Sqm10.3 13.16 6 mm cement plaster of mix :

10.3.1 13.16.1 1:3 (1 cement: 3 fine sand) 650.03 Sqm

10.4 13.45 Distempering with 1st quality acrylic distemper (ready mixed) of

approved manufacturer, of required shade and colour complete,

as per manufacturer's specification.Qty same as inner plaster + ceilling plaster

10.4.1 13.45.1 Two or more coats on new work 2342.72 Sqm

10.5 13.45 Finishing walls with textured exterior paint of required shade10.5.1 13.45.1 New work (Two or more coats applied @ 3.28 ltr/10 sum) over and including

base coat of water proofing cement paint applied @ 2.20kg/10 sum.Qty same as outer plaster 679.30 Sqm

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10.6 13.62 Painting with synthetic enamel paint of approved brand and manufacture ofrequired colour to give an even shade:

10.6.1 13.62.1 Two or more coats on new work over an under coat of suitable shade withordinary paint of approved brand and manufacture. 252.06 Sqm

10.7 13.80 Providing and applying white cement based putty of average thickness1 mm, of approved brand and manufacturer, over the plastered

wall surface to prepare the surface even and smooth complete.

Qty same as outer + inner + ceilling plaster = 2371.99 + 650.03 3022.02 Sqm

TOTAL11 17 SANITARY INSTALATION

11.1 17.1 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 :

11.1.1 17.1.1 White Vitreous china Orissa pattern W.C. pan of size

580x440 mm with integral type foot rests 1.00 Each

11.2 17.3 Providing and fixing white vitreous china pedestal type water closet(European type) with seat and lid, 10 litre low level white vitreous

china flushing cistern & C.P. flush bend with fittings &

C.I.brackets, 40 mm flush bend, overflow arrangement with

specials of standard make and mosquito proof coupling of

approved municipal design complete, including painting of fittings andbrackets, cutting and

making good the walls and floors wherever required :

11.2.1 17.3.1 W.C. pan with ISI marked white solid plastic seat and lid 1.00 Each

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11.3 17.4 Providing and fixing white vitreous china flat back or wall corner type

lipped front urinal basin of 430x260x350 mm and

340x410x265 mm sizes respectively with automatic flushing

cistern with standard flush pipe and C.P. brass spreaders with

brass unions and G.I clamps complete, including painting of fittings andbrackets, cutting andmaking good the walls and floors wherever required :

11.3.1 14.4.1 One urinal basin with 5 litre white P.V.C. automatic flushing 1.00 Each

cistern

11.4 17.5 Providing and fixing white vitreous china flat back half stall urinal of

size 580x380x350 mm with white PVC automatic flushing cistern,

with fittings, standard size C.P. brass flush pipe, spreaders with

unions and clamps (all in C.P. brass) with waste fitting as per IS :

2556, C.I. trap with outlet grating and other couplings in C.P.

brass, including painting of fittings and cutting and making good the walls

11.4.1 17.5.1 Single half stall urinal with 5 litre P.V.C. automatic flushing 1.00 Each

cistern

11.5 17.7 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 :

11.5.1 17.7.2 White Vitreous China Wash basin size 630x450 mm with 3.00 Each

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Amount in words

a single 15 mm C.P. brass pillar tap

11.6 17.10 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as

per IS : 13983 with C.I. brackets and stainless steel plug 40 mm,

including painting of fittings and brackets, cutting and making good

the walls wherever required :

11.6.1 17.10.2 Kitchen sink without drain board

11.7.1.1 17.10.2.2 610x460 mm bowl depth 200 mm 1.00 Each

11.7 17.11 Providing and fixing white vitreous china laboratory sink with C.I.

brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste

and 40mm C.P. brass trap with necessary C.P. brass unions complete,

including painting of fittings and brackets, cutting and making good

the wall wherever required :

11.7.1 17.11.2 Size 600x450x200 mm 10.00 Each

11.8 17.28 Providing and fixing P.V.C. waste pipe for sink or wash basin including

P.V.C. waste fittings complete.

11.8.1 17.28.2 Flexible pipe

11.8.1.1 17.28.2.2 40 mm dia 14.00 Each

11.9 17.31 Providing and fixing 600x450 mm beveled edge mirror of superior

glass (of approved quality) complete with 6 mm thick hard

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Amount in words

board ground fixed to wooden cleats with C.P. brass screws and washer scomplete.

2.00

Each

11.9.1 17.34 Providing and fixing toilet paper holder :

11.9.1.1 17.34.1 C.P. brass 4.00 Each

11.10 17.35 Providing and fixing soil, waste and vent pipes :

11.11.1 17.35.1 100 mm dia

11.11.1.1 17.35.1.2 Centrifugally cast (spun) iron socket & spigot (S&S) pipe 35.00 metre

11.10.2 17.35.2 75 mm dia

11.10.2.1 17.35.2.2 Centrifugally cast (spun) iron socket & spigot (S&S) pipe 14.00 metre

11.11 17.37 Providing and fixing M.S. holder-bat clamps of approved design to

Sand Cast iron/cast iron (spun) pipe embedded in and including

cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2

coarse sand : 4 graded stone aggregate 20 mm nominal size),

including cost of cutting holes and making good the walls etc. :

11.11.1 17.37.1 For 100 mm dia pipe16.00

Each

11.12 17.39 Providing and fixing plain bend of required degree

11.12.1 17.39.1 100 mm dia

11.12.1.1 17.39.1.2 Sand cast iron S&S as per IS : 3989 5.00 Each

11.12.2 17.39.2 75 mm dia


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11.13 17.43 Providing and fixing single equal plain junction of required degree

with access door, insertion rubber washer 3 mm thick, bolts and

nuts complete.

11.13.1 17.43.1 100x100x100x100 mm


11.13.2 17.43.2 75x75x75x75 mm


11.14 17.58 Providing lead caulked joints to sand cast iron/centrifugally cast

(spun) iron pipes and fittings of diameter :

11.14.1 17.58.1 75 mm dia pipe15.00

Each

11.14.2 17.58.2 100 mm dia pipe20.00

Each

11.15 17.60 Providing and fixing trap of self cleansing design with screwed down

or hinged grating with or without vent arm complete, including cost of

cutting and making good the walls and floors :

11.15.1 17.60.2 100 mm inlet and 75 mm outlet

11.15.1.1 17.60.2.1 Sand cast iron S&S as per IS - 398912.00

Each

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Amount in words

11.16 17.70 Providing and fixing PTMT Bottle Trap for Wash basin and sink.

11.16.1 17.70.1 Bottle trap 31mm single piece moulded with height of

270 mm, effective length of tail pipe 260 mm from the

centre of the waste coupling, 77 mm breadth with 25 mm

minimum water seal, weighing not less than 260 gms15.00

Each

11.17 17.71 Providing and fixing PTMT liquid soap container 109 mm wide,

125 mm high and 112 mm distance from wall of standard shape with

bracket of the same materials with snap fittings of approved quality

and colour, weighing not less than 105 gms.2.00

Each

TOTAL12 18 WATER SUPPLY

12.1 18.10 Providing and 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

12.1.1 18.10.3 25 mm dia nominal bore 60.00 metre12.1.2 18.10.4 32 mm dia nominal bore 48.00 metre12.1.3 18.10.5 40 mm dia nominal bore 15.00 metre12.1.4 18.10.6 50 mm dia nominal bore 30.00 metre

12.2 18.11 Providing and fixing G.I. Pipes complete with G.I. fittings and clamps,i/c making good the walls etc. concealed pipe, including paintingwith anti corrosive bitumastic paint, cutting chases and making goodthe wall :

12.2.1 18.11.1 15 mm dia nominal bore 36.00 metre12.2.2 18.11.2 20 mm dia nominal bore 30.00 metre

12.3 18.12.3 Providing and fixing G.I. pipes complete with G.I. fittings including

trenching and refilling etc.External work

12.3.1 18.12.3 25 mm dia nominal bore 30.00 metre

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12.4 18.17 Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) :

12.4.1 18.10.3 25 mm dia nominal bore 2.00 Each12.4.2 18.10.4 32 mm dia nominal bore 2.00 Each12.4.3 18.10.5 40 mm dia nominal bore 2.00 Each12.4.4 18.10.6 50 mm dia nominal bore 2.00 Each

12.5 18.19 Providing and fixing gun metal non- return valve of approved quality(screwed end) :

12.5.1 18.19.1 25 mm dia nominal bore12.5.1.1 18.19.1.1 Horizontal 2.00 Each

12.6 18.21 Providing and fixing uplasticised PVC connection pipe with brassunions :

12.6.1 18.21.2 45 cm length12.6.1.1 18.21.2.1 15 mm nominal bore 16.00 Each

12.7 18.48 Providing and placing on terrace (at all floor levels) polyethylene water

storage tank, ISI : 12701 marked, with cover and suitable lockingarrangement and making necessary holes for inlet, outlet and overflow

pipes but without fittings and the base support for tank. 10000.00 lit

12.8 18.50 Providing and fixing C.P. brass long nose bib cock of approved qualityconforming to IS standards and weighing not less than 810 gms.

12.8.1 18.50.1 15 mm dia nominal bore 4.00 Each

12.9 18.53 Providing and fixing C.P. brass angle valve for basin mixer and geyserpoints of approved quality conforming to IS:8931

12.9.1 18.53.1 15 mm dia nominal bore 4.00 Each

12.10 18.56 Providing and fixing PTMT pillar cock of approved quality and colour .12.10.1 18.56.1 15 mm nominal bore, 107 mm long, weighing not less 16.00 Each

than 110 gms

TOTAL

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13 19 DRAINAGE

13.1 19.1 Providing, laying and jointing glazed stoneware pipes class SP-1 withstiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 finesand) including testing of joints etc. complete :design :

13.1.1 19.1.1 100 mm diameter 30.00 metre13.1.2 19.1.2 150 mm diameter 20.00 metre

13.2 19.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarsesand : 10 graded stone aggregate 40 mm nominal size) all-roundS.W. pipes including bed concrete as per standard design :

13.2.1 19.2.1 100 mm diameter S.W. pipe 30.00 metre13.2.2 19.2.2 150 mm diameter S.W. pipe 20.00 metre

13.3 19.4 Providing and fixing square-mouth S.W. gully trap class SP-1 completewith C.I. grating brick masonry chamber with water tight C.I. coverwith frame of 300 x300 mm size (inside) the weight of cover to be notless than 4.50 kg and frame to be not less than 2.70 kg as perstandard design :

13.3.1 19.4.2 150 x 100 mm size P type13.2.2 19.4.2.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 5.00 Each

13.4 19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipeswith collars jointed with stiff mixture of cement mortar in the proportionof 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :

13.4.1 19.6.2 150 mm dia. R.C.C. pipe 50.00 metre

13.5 19.30 Constructing brick masonry chamber for underground C.I. inspectionchamber and bends with bricks in cement mortar 1:4 (1 cement : 4coarse sand) C.I. cover with frame (light duty) 455x610 mm internal

S.N.DSR-

2012 IT. NO



Amount in words

dimensions, total weight of cover with frame to be not less than 38kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slabwith 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 finesand : 10 graded stone aggregate 40 mm nominal size), insideplastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarsesand), finished smooth with a floating coat of neat cement on wallsand bed concrete etc. complete as per standard design :

13.5.1 19.30.1 Inside dimensions 455x610 mm and 45 cm deep forsingle pipe line :

13.5.1.1 19.30.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.52.00

Each

13.5.2 19.30.3 Inside dimensions 600x 850 mm and 45 cm deep forpipe line with three or more inlets :

13.5.2.1 19.30.3.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.55.00

Each

TOTAL14 22 WATER PROOFING

14.1 22.7 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sum. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sum of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as

S.N.DSR-

2012 IT. NO



Amount in words

14.1.1 22.7.1 With average thickness of 120mm and minimum thickness at khurra as 65mm. 260.70 Sqm

TOTAL

Total of all items( in Figures)

Total of all items( in words)

curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge :

Sl.No. DSR-2012IT. NO

Description of work Quantity Unit Rate in figures


Amount in words

1 2 EARTH WORK

1.1 2.6 Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth.1.5m in width as well as 10 sum on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.

1.1.1 2.6.1 2.6.1 ) In all types of soil 2710.65 Cum

1.2 2.26 Extra for every additional lift of 1.5 m or part of theroff

1.2.1 2.26.1 2.26.1 ) In all types of soil 1548.94 Cum

1.3 2.27 Supplying and filling in plinth with local sand under floors including, watering, ramming consolidating and dressing complete.

2207.9 Cum

Total

2 4 CONCRETE WORK

2.1 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :

2.1.1 4.1.10 1:5:10 (1 Cement : 5 coarse sand :10 graded stone aggregate 40 mm nominal size)

212.79 Cum

Total

A- BILL OF QUANTITIES BEAM HALL ACCELERATOR BUILDING AT AT GURU GHASIDAS VISHWAVIDYALAYA CAMPUS, KONI, BILASPUR,CHHATTISGARH

3 5 REINFORCED CEMENT CONCRETE WORK

3.1 5.33 DESIGN MIX CONCRETE

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concretework, using cement content as per approved design mix, includingpumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.(Note :- Cement content considered in this item is @ 330 kg/cum.Excess/less cement used as per design mix is payable/recoverable separately).

3.1.1 5.33.1 5.33.1 All works upto plinth level 1136.17 Cum

3.1.2 5.33.2 All works above plinth level upto floor V level 1165.85 Cum

3.2 5.34 Extra for providing richer mixes at all floor levels.Note:- Excess/less cement over the specified cement content used is payable /recoverable separately.

3.2.1 5.34.1 Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum

2279.31 Cum

3.3 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

3.3.1 5.22.6 5.22.6) Thermo-Mechanically Treated bars. 204510.60 Kg

3.3.2 5.22.6AThermo-Mechanically Treated bars. Above plinth level

205765.2 Kg

3.4 5.9 Centring and shuttering including strutting, propping etc. and removal of form for :

3.4.1 5.9.1 Foundation,Footing, bases of column etc for mass concrete 1227.92 Sqm

3.4.2 5.9.2 5.9.2) Walls (Any thickness) including attached pilaster,butteress,plinth and string coureses

1604.85 Sqm

3.4.3 5.9.3 5.9.3) Suspended floors, roofs, landings, balconies and access plateform

640.3 Sqm

3.4.4 5.9.5 5.9.5) Lintels, beams, plinth beams, girders, bressumers and cantilevers

13.72 Sqm

3.4.5 5.9.6 5.9.6 )Columns, Pillars, Piers, Abutments, Posts and Struts 58 Sqm

3.5 5.11 Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shutteringand decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured).

3.5.1 5.11.1 5.11.1 Suspended floors, roofs, landing, beams and balconies (Plan area to be measured)

1885.76 Sqm

Total

4 6 BRICK WORK

4.1 6 Brick work with non modular fly ash lime bricks (FALG Bricks) conforming to IS:12894, class designation 10 average compressive strength in superstructure above plinth level up to floor V level in :

4.1.1 6.34.1 Cement mortar 1:4 (1 cement : 4 coarse sand) 10.83 Cum

4.2 6.36 Brick work with modular extruded brunt fly ash clay sewer bricks( conforming to IS 4885) in foundation and plinth:

4.2.1 6.36.1 Cement Mortar 1:4( 1 Cement: 4 Coarse sand) 11.15 Cum

Total

5 9 WOOD WORK AND PVC WORK

5.1 9.1 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately).

5.1.1 9.1.1 9.1.1 Second class teak wood 0.63 Cum

5.2 9.123 Providing and fixing ISI marked flush door shutters conformingto IS2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters :

5.2.1 9.21.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws

6.83 Sqm

5.3 9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.

5.3.1 9.48.2 Fixed to openings /wooden frames with rawl plugs screws et 54 Kg

5.4 9.96 Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :

5.4.1 9.96.1 300x16 mm 2 Each

5.5 9.97 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :

5.5.1 9.97.3200x10 mm

12 Each

5.6 9.10 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :

5.6.1 9.100.1 125 mm 12 Each

5.7 9.101 anodised (anodic coating not less than grade AC 10 as per IS :1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.

5.7.1 9.101.2 Twin rubber stopper 2 Each

5.8 9.84 Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS :3564,embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete.

2 Each

Total

6 11 FLOORING WORK

6.1 11.26 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :

6.1.1 11.26.1 25 mm thick 556.57 Sqm

Total

7 12 ROOFING WORK

7.1 12.41 Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes

7.1.1 12.41.2 12.41.2)110mm 30 metre

Total

8 13 FINISHING WORK

8.1 13.1 12 mm Cement Plaster of mix:

8.1.1 13.1.2 13.1.2) 1:6 ( 1 Cement: 6 Fine sand) 1509.66 Sqm

8.2 13.16 6 mm cement plaster of mix :

8.2.1 13.16.1 1:3 (1 cement: 3 fine sand) 556.57 Sqm

8.3 13.45 Finishing walls with textured exterior paint of required shade8.3.1 13.45.1 New work (Two or more coats applied @ 3.28 ltr/10 sum) over and

including base coat of water proofing cement paint applied @2.20kg/10 sum.Qty same as outer plaster

619.12 Sqm

8.4 13.62Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:

8.4.1 13.62.1 Two or more coats on new work over an under coat of suitableshade with ordinary paint of approved brand and manufacture.

19.19 Sqm

Total

9 21ALUMINIUM WORK

9.1 21.18 Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc.to be paid separately).

11.34 Sqm

Total

10 22 WATER PROOFING

10.1 22.7 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sum. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sum of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to

IS : 2645 and approved by Engineer-in-chargeincluding laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge :

10.1.1 22.7.1 With average thickness of 120mm and minimum thickness at khurra as 65 mm.

603.86 Sqm

Total

Total of all items( in Figures)

Total of all items( in words)

Documents

TENDER AND CONTRACT DOCUMENT - rites.com Bid GGV...TENDER AND CONTRACT DOCUMENT ... 4.1 6.32 Brick work with clay flyash F.P.S. ... type universal hydraulic door closer (having brand