Strengthening of CISF Barracks at sector 3, Bhilai Steel Plant (BSP), Chhattisgarh

foundations etc. in layers not exceeding 20cm in depth, consolidating each

deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

2 PLAIN CEMENT CONCRETE -

Providing and laying in position cement concrete of specified grade excluding

the cost of centering and shuttering - All work up to plinth level :

4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 cum 15.00 6,326.05 94,891

graded stone aggregate 40 mm nominal size derived from natural sources)

3 REINFORCED CEMENT CONCRETE -

4 CENTERING & SHUTTERING -

Centering and shuttering including strutting, propping etc. and removal of form

5.9.1 Foundations, footings, bases of columns, etc. for mass concrete Sqm 5.00 392.15 1,961

5.9.3 Suspended floors, roofs, landings, balconies and access platform Sqm 100.00 927.25 92,725

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm 50.00 736.40 36,820

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 15.00 961.30 14,420

5.9.7 Stairs, (excluding landings) except spiral-staircases Sqm 1.00 764.95 765

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 :

1:1½:3 (1 cement : 1½ 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 natu ral sources : 3 graded

stone aggregate 20 mm nominal size derived from natural sources

5 REINFORCEMENT STEEL -

5.22/5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending,

A placing in position and binding all complete level.

2A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.

6 BRICKWORK -

Brick work with non modular fly ash bricks conforming to IS:12894, class designation

6.34 10 average compressive strength in super structure above plinth level up to floor V -

6.34.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum 5.00 8,962.35 44,812

Half brick masonry with non modular fly ash bricks of class designation 10,

conformingio IS :12894, in super structure above plinth and upto floor V level.

6.45.2 Cement mortar 1 : 4 (1 cement : 4 coarse sand) Sqm 50.00 1,105.80 55,290

Strengthening of CISF barracks at Sector 3 AT BHILAI STEEL PLANT (BSP), SAIL AT BHILAI (CHHATTISHGARH)

ITEM DESCRIPTION Unit Qty DSR RATE AMOUNT

13.4 12 mm cement plaster of mix : -

13.5 15 mm cement plaster on rough side of single or half brick wall of mix: -

8 PAINTING WORK -

Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound )

content less than 50 grams/ litre, of approved brand and manufacture, including

applying additional coats wherever required, to achieve even shade and colour.

Painting with synthetic enamel paint of approved brand and manufacture of

required colour to give an even shade :

Painting with synthetic enamel paint of approved brand and

manufacture of required colour to give an even shade :

13.91 Removing dry or oil bound distemper, water proofing cement paint and the like by

scrapping, sand papering and preparing the surface smooth including necessary repairs Sqm 805.00 25.15 20,246

to scratches etc. complete.

13.81 Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic

Compound ) content less than 50 grams/ litre, of approved brand and manufacture,

including applying additional coats wherever required, to achieve even shade and

13.81.1 One or more coat Sqm 547.00 62.70 34,297

13.80 Providing and applying white cement based putty of average thickness 1 mm, of

approved brand and manufacturer, over the plastered wall surface to prepare the Sqm 547.00 156.05 85,359

surface even and smooth complete.

11.39 Providing and laying rectified Glazed Ceramic floor tiles of size 300x300mm 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 20 mm thick

cement mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey cement slurry @ 3.3

kg/ sqm including grouting the joints with white cement and matching pigments etc.,

8.31 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 as approved by Engineer-in-

Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar Sqm 80.00 1,267.95 1,01,436

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 shade complete.

Strengthening of CISF barracks at Sector 3 AT BHILAI STEEL PLANT (BSP), SAIL AT BHILAI (CHHATTISHGARH)

ITEM DESCRIPTION Unit Qty DSR RATE AMOUNT

26.86 Providing and fixing factory made single extruded WPC (Wood Polymer Composite)

solid door/window/clerestory windows & desertory other Frames/Chowkhat

comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium

carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic

additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after

applying PVC solvent cement and screwed with full body threaded star headed SS

screws having minimum frame density of 750 kg/ cum, screw withdrawal strength of

2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2,

modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category

with property of being termite/borer proof, water/moisture proof and fire retardant

and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and

length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash

fasteners shall be paid for separately).

Note: For WPC solid door/window frames, minus 5mm tolerance in dimensions i.e

depth and width of profile shall be acceptable. Variation in profile dimensions on plus

side shall be acceptable but no extra payment on this account shall be made.

26.87 Providing and fixing factory made single extruded WPC (Wood Polymer Composite)

solid plain flush door shutter of required size comprising of virgin polymer of K value

58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice

husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms)

having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N

(Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of

elasticity 850 N/mm2 and resistance to spread of flame of Class A category with -

property of being termite/borer proof, water/moisture proof and fire retardant and

fixing with stainless steel butt hinges of required size with necessary full body threaded

star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note:

stainless steel butt hinges and necessary S.S screws shall be paid separately)

9.119 Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall

thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners

and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the

vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19

gauge, EPDM rubber gasket weather seal to be provided through out the frame. The

door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as

per manufacturer’s specification and direction of Engineer in-Charge.

Strengthening of CISF barracks at Sector 3 AT BHILAI STEEL PLANT (BSP), SAIL AT BHILAI (CHHATTISHGARH)

ITEM DESCRIPTION Unit Qty DSR RATE AMOUNT

9.120 Providing and fixing factory made panel PVC door shutter consisting of frame made

out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and

15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of

approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded

PVC 'C' channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat

and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm

thick, 95 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be

tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide

PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides

to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 -

mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top

rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S.

frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm

wide PVC sheet beading on inner side, and joined together with solvent cement

adhesive. An An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the

interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per

direction of Engineer-in-charge, manufacturer's specification & drawing.

9.120.1 30 mm thick plain PVC door shutters Sqm 12.00 3,182.95 38,195

10.2 Structural steel work riveted, bolted or welded in built up sections, trusses and framed

work, including cutting, hoisting, fixing in position and applying a priming coat of kg 1500.00 133.70 2,00,550

approved steel primer all complete.

21.1 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, fixing with dash

fasteners of required dia and size, including necessary filling up the gaps at junctions,

i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket 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, paneling and dash

fasteners to be paid for separately) :

21.1.1 For fixed portion -

21.1.1.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) kg 200.00 530.90 1,06,180

21.1.2 For shutters of doors, windows & ventilators including providing and fixing hinges/

pivots and making provision for fixing of fittings wherever required including the cost

of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)

21.1.2.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) kg 200.00 634.45 1,26,890

21.3 Providing and fixing glazing in aluminium door, window, ventilator shutters and

partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the

architectural drawings and the directions of engineer-in-charge . (Cost of aluminium

snap beading shall be paid in basic item):

21.3.1 With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) Sqm 18.00 1,176.80 21,182

21.8 Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by

providing weather silicon sealant over backer rod of approved quality as per -

architectural drawings and direction of Engineer-in-charge complete.

21.8.1 Upto 5mm depth and 5 mm width rmtr 65.00 96.75 6,289

21.17 Providing and fixing anodised aluminium grill (anodised transparent or dyed to

required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of

approved design/pattern, with approved standard section and fixed to the existing

window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre,

including cutting the grill to proper opening size for fixing and operation of handles and

fixing approved anodised aluminium standard section around the opening, all

complete as per requirement and direction of Engineer-in-charge. (Only weight of grill

to be measured for payment).

Strengthening of CISF barracks at Sector 3 AT BHILAI STEEL PLANT (BSP), SAIL AT BHILAI (CHHATTISHGARH)

ITEM DESCRIPTION Unit Qty DSR RATE AMOUNT

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 :

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 :

9.57 Providing and fixing ISI marked IS : 1341 oxidised M.S. pressed butt hinges with

necessary screws etc. complete. (copper oxidized as per IS: 1378)

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 :

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, with necessary screws etc. complete.

9.101.2 Twin rubber stopper Each 10.00 72.35 724

18.48 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 per

holes for inlet, outlet and overflow pipes but without fittings and the base support for liter

14.79 Disconnecting damaged overhead/terrace PVC water storage tank of any size from

water supply line and removing from the terrace including shifting at ground level as Each 2.00 357.55 715

per direction of Engineer-in-charge

18.8 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 and making good the walls etc.

18.8.1 15 mm nominal dia Pipes Metre 50.00 497.80 24,890

18.8.2 20 mm nominal dia Pipes Metre 75.00 537.60 40,320

18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : -

18.49.1 15 mm nominal bore Metre 6.00 506.80 3,041

18.22 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : -

18.53 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of

approved quality conforming to IS:8931

18.53.1 15mm nominal bore each 8.00 574.30 4,594

18.50 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS

standards and weighing not less than 810 gms.

18.50.1 15 mm nominal bore each 6.00 820.70 4,924

18.21 Providing and fixing uplasticised PVC connection pipe with brass unions : -

18.21.2 45 cm length -

18.21.2.1 15 mm nominal bore Each 8.00 97.75 782

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

fittings complete.

17.28.2 Flexible pipe -

14.82 Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba

all complete as per directions of Engineer-in Charge.

Strengthening of CISF barracks at Sector 3 AT BHILAI STEEL PLANT (BSP), SAIL AT BHILAI (CHHATTISHGARH)

ITEM DESCRIPTION Unit Qty DSR RATE AMOUNT

17.2 Providing and fixing white vitreous china pedestal type water closet (European type

W.C. pan) with seat and lid, 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 :

17.2.1 W.C. pan with ISI marked white solid plastic seat and lid each 15.00 6,515.55 97,733

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:

17.7.4 White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P.

brass pillar tap

MR Providing and fixing 100 MM DIA SWR uPVC pipes (Type-B) : RM 100.00 546.80 54,680

MR Providing and fixing SWR uPVC P trap (Type-B) : each 10.00 359.27 3,593

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming

12.41 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

Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for

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

12.42.1 Coupler -

12.42.6 Shoe (Plain) -

Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm

diameter and weighing not less than 440 grams.

11 MISSCELLENOUS -

Steel work welded in built up sections/ framed work, including cutting, hoisting,

10.25 fixing in position and applying a priming coat of approved steel primer using -

structural steel etc. as required.

In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

Chipping of unsound/weak concrete material from slabs, beams, columns etc.

with manual Chisel and/ or by standard power driven percussion type or of

approved make including tapering of all edges, making square shoulders of

cavities including cleaning the exposed concrete surface and reinforcement

with wire brushes etc. and disposal of debris for all lead and lifts all complete as

per direction of Engineer-In-Charge

26.28.2 50mm average thickness M² 2 256.35 513

26.28.3 25mm average thickness M² 250 126.75 31,688

Cleaning of reinforcement from rust from the reinforcing bars to give it a total

rust free steel surface by using alkaline chemical rust remover of approved

make with paint brush and removing loose particles after 24 hours of its

application with wire brush and thoroughly washing with water and allowing it

to dry, all complete as per direction of Engineer-In-Charge.

26.29.1 Bars upto 12 mm diameter RMTR 120 8.25 990

26.29.2 Bars ABOVE 12 mm diameter RMTR 25 16.45 411

Strengthening of CISF barracks at Sector 3 AT BHILAI STEEL PLANT (BSP), SAIL AT BHILAI (CHHATTISHGARH)

ITEM DESCRIPTION Unit Qty DSR RATE AMOUNT

Providing and laying SBR Polymer modified (of approved make @ minimum 2%

by wt. of cement used) plain/reinforced concrete jacket for the structural

members e.g. columns, pillars, piers, beams etc with concrete having the

specified minimum characteristic compressive strength [with ordinary portland

cement, coarse sand and graded stone aggregate of 10mm maximum size in

proportion as per design criteria] with specified average thickness all-round

existing core of RCC member. Note: Rates shall be for finished surface area of

26.34 concrete and shall include the cost of making holes in existing RCC slab, if -

required, for pouring concrete in shuttering mould of jacket and appropriate

approved Super-Plasticiser for rendering concrete as flowable self compacting

and SBR polymer but shall exclude cost of reinforcement, bond coat, Shear

Keys, centering and shuttering, strutting, propping etc (Payment under this

item shall be made only after proper wet curing has been done and surface has

been satisfactorily evaluated by sounding/tapping with a blunt metal

26.34.1 50mm thick in Grade M 25 with cement content not less than 330 kg per cum M² 25 569.15 14,229

Providing and injecting approved grout in proportion recommended by the

manufacturer into cracks/honey-comb area of concrete/ masonry by suitable

gun/pump at required pressure including cutting of nipples after curing etc.

complete as per directions of Engineer-in Charge. (The payment shall be made

on the basis of actual weight of approved grout injected.)

26.35.3 Epoxy injection grout in concrete/RCC work of approved make KG 100 553.40 55,340

Cleaning of exposed concrete surface of sticking material including loose and

foreign material by sand blasting with coarse sand followed by and including

cleaning with oil free air blast as per direction of Engineer in charge.

Drilling suitable holes in reinforced or plain cement concrete with power driven

drill machine to a minimum depth of 100mm upto 200mm in RCC beams,

lintels, columns and slabs to introduce steel bars for sunshades/balconies

including fixing the steel bars in position using epoxy resin anchor grout of

approved make but excluding the cost of reinforcement, all complete as per

direction of Engineer-In-Charge

26.30.1 Upto and including 12mm dia. NOS. 500 141.20 70,600

Providing, mixing and applying bonding coat of approved adhesive on chipped

26.31 portion of RCC as per specifications and direction of Engineer-In-charge -

complete in all respect.

26.31.2 Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make M² 2000 285.20 5,70,400

Providing, mixing and applying SBR polymer (of approved make) modified

Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with

polymer minimum 2% by wt. of cement used) as per specifications and

directions of Engineer-in-charge. Note: Measurement and payment: The pre-

26.32 measurement of thickness shall be done just after the surface preparation is -

completed and Payment under this item shall be made only after proper wet

curing has been done and surface has been satisfactorily evaluated by sounding

/ tapping with a blunt metal instrument and/or the 75mm size cube crushing

strength at the end of 28 days to be not less than 30 N/Sqmm2)

26.32.1 12 mm average thickness. M² 500 388.65 1,94,325

Raking out joints in lime or cement mortar and preparing the surface for re-

14.17 pointing or replastering, including disposal of rubbish to the dumping ground, M² 150 59.75 8,963

all complete as per direction of Engineer-in-Charge.

TOTAL 70,67,246