Construction of Underground water tank and Reconstruction or Retrofitting of Old Administrative Building (First Floor) at KASEZ, Gandhidham.

Total Amount ₹ 5,83,09,139.00

ITEM OF WORKS UNIT QUANTITY RATE AMOUNT

Sub Head: Reinforced Cement Concrete Work

1 5.9 Centering and shuttering including strutting, propping etc. and removal of form for

5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. SQM 225.00 669.55 150648.75

5.9.7 Stairs, (excluding landings) except spiral-staircases SQM 225.00 657.75 147993.75

5.9.19 Weather shade, chajjas, corbels etc, including edges SQM 45.00 814.95 36672.75

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position

and binding all complete above plinth level.

5.22 A.6 Thermo-Mechanically Treated bars. KG 85821.07 89.65 7693858.93

Providing and laying in position ready mixed or site batched design mix cement concrete for

reinforced cement concrete work; using coarse aggregate and fine aggregate derived from

natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures

in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete,

3 5.33 to improve durability and workability without impairing strength; including pumping of

concrete to site of laying, curing, carriage for all leads; but excluding the cost of

centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge;

following grades of concrete

5.33.2 All works above plinth level upto floor V level

5.33.2.2 Concrete of M30 grade with minimum cement content of 350 kg /cum Cu.m 469.13 10221.70 4795306.12

Total of Sub Head: Reinforced Cement Concrete Work 12824480.30

Sub Head: Brickwork

Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average

compressive strength in super structure above plinth level up to floor V level in :

6.34.2 Cement mortar 1:6 (1 cement : 6 coarse sand) CuM 294.20 7676.30 2258367.46

Sub Head: Cladding Work

Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished,

machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of

required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 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. complete at all levels.

8.2.2 Granite of any colour and shade

8.2.2.1 Area of slab upto 0.50 sqm Sqmt. 60.00 4679.35 280761.00

8.2.2.2 Area of slab over 0.50 sqm Sqmt. 55.00 4425.35 243394.25

Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine

6 8.3 polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-

8.3.2 Granite work Metre 280.00 418.85 117278.00

Digitally signed by SHUBHAM

Reconstruction/Retrofitting of Old Administrative Building (First Floor) at KASEZ, Gandhidham.

Sr. (DSR 2021)

ITEM OF WORKS UNIT QUANTITY RATE AMOUNT

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,

7 8.31 over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey Sqmt. 81.12 1063.45 86267.06

cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of

Total of Sub Head: Cladding Work 727700.31

Sub Head: WOOD AND PVC WORK

Providing wood work in frames of doors, windows, clerestorey windows and another frames,

8 9.1 wrought framed and fixed in position with hold fast lugs or with dash fasterners of requires dia &

length ( hold fast lugs or dash fasterner shall be paid for separately).

Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) decorative

9 9.20 type, core of block board construction with frame of 1st class hard wood and well matched teak 3

ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.

9.20.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws sqm 85.00 3086.10 262318.50

25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges

IS:3818 marked with necessary screws.

Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI

marked flush door shutters conforming to IS: 2202 (Part I)

Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of

flush door shutters (over all area of door shutter to be measured).

Providing and fixing curtain rods of 1.25 mm thick chromium plated brass plate, with two chromium

12 9.46 plated brass brackets fixed with C.P. brass screws and wooden plugs, etc., wherever necessary

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.

9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc. kg 600.00 197.70 118620.00

Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter

14 9.53 bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 each 300.00 194.35 58305.00

cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size)

Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than

15 9.96 grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and

screws etc. complete :

Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than

16 9.97 grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade with necessary

screws etc. complete :

Digitally signed by SHUBHAM

Reconstruction/Retrofitting of Old Administrative Building (First Floor) at KASEZ, Gandhidham.

Sr. (DSR 2021)

ITEM OF WORKS UNIT QUANTITY RATE AMOUNT

Providing and fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC

17 9.100 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc.

Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic

18 9.101 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 30.00 62.25 1867.50

Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an

overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2mm), corners of

the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and

Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S.tube of size 19 X

19mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame

complete as per manufacturers specification and direction of Engineer-in-charge

9.117.1 Extruded section profile size 48x40 mm. mtr 50.00 232.55 11627.50

20 9.118 Providing and fixing to existing door frames.

24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of

size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides.The styles

and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size

75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter

reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall

thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm

(± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. 'U'

cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620

mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled

vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened

with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-

charge. (For W.C. and bathroom door shutter).

Total of Sub Head: WOOD AND PVC WORK 980046.70

Sub Head: STEEL WORK

Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar bent to shape with hooked

21 10.17 ends in R.C.C. slabs, beams during laying including painting the exposed portion of loop, all as per each 55.00 185.95 10227.25

standard design complete.

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.

10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. kg 3000.00 142.30 426900.00

Digitally signed by SHUBHAM

Reconstruction/Retrofitting of Old Administrative Building (First Floor) at KASEZ, Gandhidham.

Sr. (DSR 2021)

ITEM OF WORKS UNIT QUANTITY RATE AMOUNT

Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc.,

including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting

the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with

23 10.28 necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, Kg 500.00 612.25 306125.00

on the top of the floor or the side of waist slab with suitable arrangement as per approval of

Engineer-in-charge, ( for payment purpose only weight of stainless steel members shall be

considered excluding fixing accessories such as nuts, bolts, fasteners etc.).

Total of Sub Head: STEEL WORK 743252.25

H Sub Head: Flooring Work

Providing and laying ceramic glazed floor tiles 300 x 300 mm (thickness to be specified by the

manufacturer) of 1st quality conforming to IS 15622 of approved make in all colours such as white,

Ivory, Grey, Fume Red Brown laid on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse

sand) including pointing the joints with white cement and matching pigment etc. complete.

Providing and laying Vitrified 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

25 11.41 colours and shades, laid on 20mm 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., complete.

Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer),

with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all

colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement:

3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete.

Total of Sub Head: Flooring Work 1890014.93

Sub Head : ROOFING

Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate

27 12.21 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per

standard design :

Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1

cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over

P.V.C. Sheet 1mx1mx400 micron, finished with 12mm cement plaster 1:3 (1 cement :3 coarse

sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592

29 12.41 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal

expansion.(i) Single socketed pipes.

Digitally signed by SHUBHAM

Reconstruction/Retrofitting of Old Administrative Building (First Floor) at KASEZ, Gandhidham.

Sr. (DSR 2021)

ITEM OF WORKS UNIT QUANTITY RATE AMOUNT

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

30 12.42 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.

12.42.6 Shoe (Plain)

Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain

water pipes by means of 50x50x50mm hard 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.

Total of Sub Head:ROOFING 69584.00

Sub Head: Finishing Work

32 13.1 12 mm cement plaster of mix:

18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement: 5

33 13.12 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished Sqmt. 1253.08 461.85 578735.00

rough with sponge.

34 13.16 6mm cement plaster to ceiling of mix:

35 13.37 White washing with lime to give an even shade:

13.37.1 New work (three or more coats) Sqmt. 1318.00 32.45 42769.10

Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50

36 13.42 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer’s

13.42.1 Two or more coats on new work. Sqmt. 1953.20 92.75 181159.30

37 13.44 Finishing walls with water proofing cement paint of required shade :

13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm). Sqmt. 2503.59 97.60 244350.38

38 13.50 Applying priming coat:

With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and

With ready mixed red oxide zinc chromate primer of approved brand and manufacture on

steel galvanised iron/ steel works

39 13.61 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:

13.61.1 Two or more coats on new work. Sqmt. 314.34 131.45 41319.99

Polishing on wood work with ready mixed wax polish of approved brand and manufacture :

41 13.71 Lettering with black japan paint of approved brand and manufacture per cm 260.00 5.05 1313.00

Digitally signed by SHUBHAM

Reconstruction/Retrofitting of Old Administrative Building (First Floor) at KASEZ, Gandhidham.

Sr. (DSR 2021)

ITEM OF WORKS UNIT QUANTITY RATE AMOUNT

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

42 13.80 and manufacturer, over the plastered wall surface to prepare the surface even and smooth Sqmt. 1953.20 123.85 241903.82

Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile

Organic Compound ) content.

13.85.3 With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre Sqmt. 2503.59 64.45 161356.38

Total of Sub Head: Finishing Work 2447239.78

Sub Head: Dismantling and Demolishing Work

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and

disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.

Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work

44 15.5 (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Sqm 410.00 947.10 388311.00

Engineerin- charge.

Demolishing brick work manually/ by mechanical means including stacking of serviceable material

and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.

Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats,

architrave, holdfasts etc. complete and stacking within 50 metres lead :

15.12.1 Of area 3 sq. metres and below Each 30.00 157.85 4735.50

15.12.2 Of area beyond 3 sq. metres Each 30.00 216.40 6492.00

Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within

50 metres lead :

15.13.1 Of area 3 sq. metres and below Each 30.00 61.25 1837.50

15.13.2 Of area beyond 3 sq. metres Each 30.00 81.00 2430.00

Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50

15.23.1 For thickness of tiles 10 mm to 25 mm Sqmt. 1318.00 60.50 79739.00

Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by

mechanical means, including loading, transporting, unloading to approved municipal dumping

ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all

lifts involved.

Total of Sub Head: Dismantling and Demolishing

Sub Head: SANITARY INSTALLATIONS

Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mm 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 :

17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests. each 2.00 5781.35 11562.70

Digitally signed by SHUBHAM

Reconstruction/Retrofitting of Old Administrative Building (First Floor) at KASEZ, Gandhidham.

Sr. (DSR 2021)

ITEM OF WORKS UNIT QUANTITY RATE AMOUNT

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 4.00 5540.55 22162.20

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 and brackets, cutting and making good the walls and floors wherever required :

17.4.1 One urinal basin with 5 litre white P.V.C. automatic flushing cistern each 4.00 5268.00 21072.00

Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass

54 17.7 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 550x400 mm with single 15 mm C.P. brass pillar tap. each 6.00 2731.45 16388.70

Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS 13983 with C.I.

55 17.10 brackets and stainless steel plug 40 mm including painting of fittings and brackets, cutting and

making good the walls wherever required :

17.10.1 Kitchen sink with drain board

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 600x450 mm beveled edge mirror of superior glass (of approved quality)

57 17.31 complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and each 6.00 1411.15 8466.90

washers complete.

58 17.35 Providing and fixing soil, waste and vent pipes :

17.35.1.1 Sand cast iron S&S pipe as per IS: 1729. mtr 60.00 1018.05 61083.00

17.35.2 75 mm diameter :

17.35.2.1 Sand cast iron S&S pipe as per IS: 1729. mtr 60.00 931.55 55893.00

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 10x10x10cm of 1:2:4 mix (1 cement : 2

coarse sand : 4 graded stone aggregate 20mm nominal size) including cost of cutting holes and

making good the walls etc. :

Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick,

bolts and nuts complete.

17.38.1.1 Sand cast iron S&S as per IS - 1729 each 5.00 530.70 2653.50

17.38.2.1 Sand cast iron S&S as per IS - 1729 each 5.00 440.00 2200.00

Digitally signed by SHUBHAM

Reconstruction/Retrofitting of Old Administrative Building (First Floor) at KASEZ, Gandhidham.

Sr. (DSR 2021)

ITEM OF WORKS UNIT QUANTITY RATE AMOUNT

61 17.39 Providing and fixing plain bend of required degree.

17.39.1.1 Sand cast iron S&S as per IS - 1729 each 5.00 412.95 2064.75

17.39.2.1 Sand cast iron S&S as per IS -1729 each 5.00 311.55 1557.75

Providing and fixing single equal plain junction of required degree with access door, insertion rubber

washer 3 mm thick, bolts and nuts complete.

17.43.1.1 Sand cast iron S&S as per IS - 1729 each 5.00 671.20 3356.00

17.43.2.1 Sand cast iron S&S as per IS - 1729 each 5.00 573.80 2869.00

63 17.44 Providing and fixing single equal plain junction of required degree

17.44.1.1 Sand cast iron S&S as per IS - 1729 each 5.00 580.20 2901.00

17.44.2.1 Sand cast iron S&S as per IS - 1729 each 5.00 452.05 2260.25

64 17.56 Providing and fixing terminal guard:

17.56.1.1 Sand cast iron S&S as per IS - 1729 each 6.00 392.90 2357.40

17.56.2.1 Sand cast iron S&S as per IS - 1729 each 6.00 318.25 1909.50

Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and fittings of

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 :

17.60.2 100 mm inlet and 75 mm outlet

17.60.2.2 Sand Cast Iron S&S as per IS- 1729. each 15.00 1296.40 19446.00

Painting sand cast iron/centrifugally cast (spun) iron soil, waste vent pipes and fittings with paint of

67 17.65 any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new

Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum

68 17.72 distances of 37 mm from wall face with concealed fittings arrangement of approved quality and each 6.00 204.70 1228.20

colour, weighing not less than 88 gms.

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.

450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm,

weighing not less than 170 gms

Total of Sub Head: SANITARY INSTALLATIONS 347705.55

Sub Head:WATER SUPPLY

Digitally signed by SHUBHAM

Reconstruction/Retrofitting of Old Administrative Building (First Floor) at KASEZ, Gandhidham.

Sr. (DSR 2021)

ITEM OF WORKS UNIT QUANTITY RATE AMOUNT

Providing and fixing Chlorinated Polyvinyle Chloride (CPVC) Pipes,having thermal stability for hot

& cold water supply,including all CPVC plain &brass threded fittings,including fixing the pipes the

pipe with clamps at 1.00 m spacing.This includes jointing of pipes & fittings with one step CPVC

Solvent cement and testing of joints complete as per direction of Engineer in charge.

Internal work- Exposed on wall

18.7.3 25 mm nominal outer dia Pipes metre 10.00 408.55 4085.50

18.7.4 32 mm nominal outer dia Pipes metre 20.00 500.95 10019.00

18.7.5 40 mm nominal outer dia Pipes metre 30.00 674.35 20230.50

Providing and fixing Chlorinated Polyvinyle Chloride (CPVC) Pipes,having thermal stability for hot

& cold water supply,including all CPVC plain &brass threded fittings,including fixing the pipes the

71 18.8 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.,

18.8.2 20 mm nominal outer dia Pipes metre 20.00 513.75 10275.00

18.8.3 25 mm nominal outer dia Pipes metre 20.00 626.05 12521.00

18.8.4 32 mm nominal outer dia Pipes metre 30.00 712.75 21382.50

Providing and fixing Chlorinated Polyvinyle Chloride (CPVC) Pipes,having thermal stability for hot

& cold water supply,including all CPVC plain &brass threded fittings.This includes jointing of pipes &

fittings with one step CPVC Solvent cement ,trenching ,refilling & testing of joint complete as per

direction of Engineer in charge.

18.9.3 25 mm nominal outer dia Pipes metre 15.00 370.65 5559.75

18.9.4 32 mm nominal outer dia Pipes metre 30.00 435.05 13051.50

18.9.5 40 mm nominal outer dia Pipes metre 60.00 559.20 33552.00

18.9.7 62.50 mm nominal inner dia Pipes metre 80.00 1576.90 126152.00

Making connection of G.I. distribution branch with G.I. main of following sizes by providing

and fixing tee, including cutting and threading the pipe etc. complete :

18.13.1 25 to 40 mm nominal bore each 1.00 757.10 757.10

74 18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :

18.17.1 25 mm nominal bore each 4.00 532.35 2129.40

18.17.2 32 mm nominal bore each 4.00 589.90 2359.60

Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats

18.18.3 25 mm nominal bore each 4.00 399.15 1596.60

76 18.22 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :

Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI: 12701

marked indicating the BIS License No. with cover and suitable locking arrangement and making Per litre

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

78 18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :

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

and weighing not less than 690 gms.

Digitally signed by SHUBHAM

Reconstruction/Retrofitting of Old Administrative Building (First Floor) at KASEZ, Gandhidham.

Sr. (DSR 2021)

ITEM OF WORKS UNIT QUANTITY RATE AMOUNT

Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make

conforming to IS:8931.

Total of Sub Head:WATER SUPPLY 344678.25

Sub Head:DRAINAGE

Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar

in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone

aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design:

19.2.1 100 mm diameter S.W. pipe mtr 10.00 895.50 8955.00

19.2.4 250 mm diameter S.W.pipe mtr 30.00 1476.35 44290.50

Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick

83 19.4 masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight

of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design :

19.4.2 150 x 100 mm size P type.

19.4.2.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 each 6.00 2474.40 14846.40

Providing and laying non-pressure NP2 class ( light duty) R.C.C.pipes with collars jointed with stiff

84 19.6 mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of

joints etc. complete.

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C.

top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal

size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm

85 19.7 nominal size), inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand)

finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement

: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of

neat cement complete as per standard design :

Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm

19.7.1 internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23

kg and weight of frame 15 kg) :

19.7.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 each 5.00 11687.10 58435.50

86 19.8 Extra for depth for manholes

19.8.1 Size 90x80 cm

19.8.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 mtr 1.00 8127.45 8127.45

Digitally signed by SHUBHAM

Reconstruction/Retrofitting of Old Administrative Building (First Floor) at KASEZ, Gandhidham.

Sr. (DSR 2021)

ITEM OF WORKS UNIT QUANTITY RATE AMOUNT

Making connection of drain or sewer line with existing manhole including breaking into and

making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4

87 19.21 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar

1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary

channels for the drain etc. complete :

19.21.1 For pipes 100 to 250 mm diameter each 1.00 683.70 683.70

Total of Sub Head:DRAINAGE 210187.05

Sub Head:Aluminium Work

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

21.1.1 For fixed portion

Anodised aluminium (anodised transparent or dyed to required shade according to IS:

1868, Minimum anodic coating of grade AC 15).

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

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

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

Anodised aluminium (anodised transparent or dyed to required shade according to IS:

1868, Minimum anodic coating of grade AC 15)

Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc.

89 21.3 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):

21.3.2 With float glass panes of 5.50 mm thickness Sq.m 50.00 1325.55 66277.50

Total of Sub Head:Aluminium Work 285464.50

Sub Head : Water Proofing

Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed

portions of W.C. kitchen and the like consisting of:

Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound

i). conforming to IS 2645 in recommended proportions including rounding off junction of vertical and

horizontal surface.

IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing

ii). compound in recommended proportion including rounding off junction of vertical and horizontal

iii). IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area.

Digitally signed by SHUBHAM

Reconstruction/Retrofitting of Old Administrative Building (First Floor) at KASEZ, Gandhidham.

Sr. (DSR 2021)

ITEM OF WORKS UNIT QUANTITY RATE AMOUNT

IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm

wide and pasted to each other with bitumen @ 1.7 kg/sqm).

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 aslurry coat of neat cement using 2.75 kg/sqm 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 115 mm 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 2.75 kg/ sqm of

cement admixed 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 witht

rowel with neat cement slurry and making pattern of 300x300 mm square 3 mm 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 aboveoperations to be done in order and as directed and specified by

the Engineerin-Charge :

(a) 22.7.1 With average thickness of 120 mm and minimum thickness at khurra as 65 mm. Sq.m 1416.61 1522.95 2157426.20

Total of Sub Head: Water Proofing 2197214.91

Sub Head:- Repair, rehabilitation and retrofitting of distressed reinforced concrete structures

Digitally signed by SHUBHAM

Reconstruction/Retrofitting of Old Administrative Building (First Floor) at KASEZ, Gandhidham.

Sr. (DSR 2021)

ITEM OF WORKS UNIT QUANTITY RATE AMOUNT

Scaffolding & fixing the continuous vertical curtain/covering: Providing and fixing double

scaffolding system (cup lock type) on the exterior side, up to three or seven story height made with

40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock

system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the

scaffolding for working platform etc. and maintaining it in a serviceable condition for the required

duration as approved and removing it there after. The scaffolding system shall be stiffened with

bracings, runners, connection with the building etc wherever required for inspection of work at

required locations with essential safety features for the workmen etc. including providing and fixing

Scaffolding net of required width made of high density Polyethylene UV stabilized knitted on warp

knitting machines having density 100gm/sqm and shading coefficient minimum 75% around the

construction site/ for vertical extension as per requirement including fastening/tying with

building/scaffolding pipes or with any other fixtures etc. complete as per as per specification and

direction of Engineer-in-Charge. The elevational area of the scaffolding & scaffolding net shall be

measured for payment purpose.( The payment will be made once irrespective of duration of

Temporary Supports: Providing, fabricating & erecting temporary supports to the structural

members like beams, slabs etc. to relieve the load on the members during breaking of

damaged concrete, removal guiniting, excavation or any dismantling work as per the

instruction of engineer in-charge/consultant. These supports shall be provided either in the

form of props or trestles fabricated using structural steel as per the requirement and as per the

instruction of EIC/Consultant. Item rate is inclusive of the materials, all labour, supervision,

tools and tackles and transportation & taking away scrap etc., complete as per direction of

Engineer-in-Charge

Plaster removal: Dismantling/chipping old plaster or skirting, raking out joints, cleaning

94 NS the surface for new plaster including disposal of rubbish to the dumping ground or specified SqM 500.00 45.05 22525.00

location within 50 metres lead as per direction of Engineer-in-Charge.

REPAIRS & RETROFITTING:

Reinforcement Cleaning: Cleaning reinforcement of total rust by tapping or using wire brush

or any other suitable way including from behind and around the reinforcement bars to give it a

totally rust free finished steel surface as per the manufacturing specifications and as per the

direction the Engineer-in-charge.

Rust Removal: Providing and applying approved alkaline chemical rust remover with paint

96 NS brush and removing loose particles after 24 hours of its application as per the manufacturing SqM 600.00 140.00 84000.00

specifications and as per the direction the Engineer-in-charge.

Digitally signed by SHUBHAM

Reconstruction/Retrofitting of Old Administrative Building (First Floor) at KASEZ, Gandhidham.

Sr. (DSR 2021)

ITEM OF WORKS UNIT QUANTITY RATE AMOUNT

Rust Removal: Cleaning as directed & specified all rust/ scales/corrosion from reinforcement bars

using rust remover Reebaklens RR- Rust remover, cleaning and etching agent supplied in 1 and 5

Litre containers, having Specific Gravity 1.16 - 1.22 @ 25°C. Reebaklens RR cleaning agent is a

combination of acid based material, corrosion inhibitors and dispersing agents and is supplied as a

clear green solution. Application of Reebaklens RR coverage @ 2-2.5 m2/ltr with brush for complete

97 NS wetting of rusted metal surface and allowed to react it for 16-24 hours followed by cleaning the

surface with wire brush and washing surface with fresh water as required to exposed reinforcement

bars complete as specified.

HSE Guidelines : Recommended to wear tight-fitting, dust-resistant, chemical splash goggles if

airborne dust is generated, Wear protective gloves. Wear appropriate clothing to prevent any

possibility of skin contact.

Anticorrosive Treatment to Steel: Providing and applying single coat of zinc rich anti corrosive

coating such as nitozinc primer in 40 micron thickness to the exposed reinforcing bars after

application of alkaline rust remover on main and lateral links all complete as per the manufacturing

specifications and as per the direction the Engineer-in-charge.

Anti-corrosive epoxy zinc rich coating: Providing & applying inhibition coats/system to exposed

reinforcement bars after drying & also new bars after cleaning & removing scales and rust

completely as specified. Nitozinc Primer- Two component epoxy zinc rich primer supplied in 1 and 5

Litre pack, two component systems based on metallic zinc and epoxy resin which on mixing gives a

grey coloured liquid. An Anti corrosive coat contents Active 'Zinc-rich' system which combats

corrosion by electro chemical means. Having specific gravity of 1.75, Adhesive bond strength > 1.5

N/mm2 Solid content- 60 %, Fully dry/Recoatable- 45 minutes to 1 hour. Typical application

includes surface preparations by cleaning steel surface to a bright condition paying particular

attention to the back of exposed steel bars, mixed two components slow speed heavy duty drill

fitted with a paddle, applying unbroken coat of 100 microns WFT with suitable brush coverage @ 4-

5 m2/ltr and allow to dry, after 30 mins apply second coat to ensure complete cover to exposed

steel/ rebar etc. complete. Total Dry film thickness is 40 microns/coat.

HSE Guidelines : Nitozinc Primer and Nitoflor Sol should not come in contact with the skin and eyes,

or be swallowed. Adequate ventilation

should be ensured and inhalation of vapours should be avoided. Suitable protective clothing, gloves

and eye protection shall be worn. If working in confined areas, suitable respiratory protective

equipment must be used. The use of barrier creams, provide additional skin protection. In case of

contact with skin, it shall be rinsed with plenty of water, and then cleansed with soap and water.

Epoxy Bond Coat: Providing and applying bond coat on the prepared surface to receive new

polymer mortar/polymer modified concrete, with two components epoxy based bonding coat

Concresive 1414 of BASF/Nitobond EP of Fosroc or equivalent material in one full coat. Laying of

99 NS reinstatement polymer mortar or micro concrete shall be completed within the overlay time of SqM 600.00 365.00 219000.00

bonding coat. This bond coat act as bonding agent between old and new concrete. Item rate

inclusive of all materials, labours, supervision, tools, tackles, transportation, fixing etc., complete

as per the manufacturing specifications and as per the direction the Engineer-in-charge.

Digitally signed by SHUBHAM

Reconstruction/Retrofitting of Old Administrative Building (First Floor) at KASEZ, Gandhidham.

Sr. (DSR 2021)

ITEM OF WORKS UNIT QUANTITY RATE AMOUNT

Epoxy Bond Coat: Providing and applying bond coat on the prepared surface to receive polymer

modified mortar/polymer modified micro concrete, with two component epoxy based bonding coat

Nitobond EP- Epoxy resin concrete bonding agent supplied in 1/2, 1 and 4 Litre packs, having

specific gravity 1.15 to 1.2 gm/cc, Compressive strength(BS 6319 Pt.2)- 50 Mpa at 7 days, Flexural

strength strength(BS 6319 Pt.3)- 35 Mpa at 7 days, Tensile strength (BS 6319 Pt.7)- 20 Mpa at 7

days, Shear Strength (BS 6319 Pt.4)- 10 Mpa at 7 days, having an over lay time of 6 hrs and 30

̊C, High bond strength High bond strength: Bond strength is more than the tensile strength of good

quality concrete, Barrier coat : Acts as a ‘barrier coat’ to the migration of chloride ions from host

concrete. Laying of reinstatement polymer modified mortar or micro concrete shall be completed

within the overlay time of bonding coat. The bond coat act as a bonding coat between old and new

concrete. Typical application includes cleaning all loose dust, dirt, grease from host concrete

NS surface by suitable means, mixing both components of bond coat by heavy duty slow speed mixer

until a uniform consistency, apply unbroken coat of Nitobond EP coverage @ 2.6 m2/ltr with stiff

brush covering complete area of patch repair and allow the same to become tacky before placing

mortar or micro concrete. Item rate is inclusive of materials all labour, tools and tackles, scaffolding

and transportation etc. complete as per specification and as directed by Engg. in-charge.

HSE Guidelines : Recommended to wear tight-fitting, dust-resistant, chemical splash goggles if

airborne dust is generated, Wear protective gloves. Wear appropriate clothing to prevent any

possibility of skin contact. Barrier creams provide additional skin protection. Do not smoke during

use. Maintain ample ventilation. If contact with the resin occurs, wash immediately with a strong

detergent or a resin removing cream. Eye contamination must be immediately washed with plenty

of water and medical treatment sought.

Single Part PMM Treatment: Providing and laying of polymer modified single component,

alkaline resistant fibre reinforced, duel shrinkage-compensated, thixotropic, cementations

patch repair mortar Emaco S48CT of BASF/ Renderoc SP 40 of Fosroc or equivalent

material that achieves compressive strength of 35 MPa at 7 days and finishing with

trowel carefully compacting the same around the rebars and finishing to bring it in line with

existing concrete surface on the beams, slabs. pile caps etc., where the thickness of

application is less than 50mm in patches as per specification after applying bonding

coat (bonding coat shall be payable separately). Item rate inclusive of all materials,

labours, supervision, tools, tackles, etc., complete as per the manufacturing specification

and as per the direction the Engineer-in-charge.

NS (a) For Built up thickness of up to 40 mm (incl.+5mm) Sqm 50.00 2100.00 105000.00

Digitally signed by SHUBHAM

Reconstruction/Retrofitting of Old Administrative Building (First Floor) at KASEZ, Gandhidham.

Sr. (DSR 2021)

ITEM OF WORKS UNIT QUANTITY RATE AMOUNT

Polymer modified Mortar-Patch repair (Up to Grade M45): Providing and laying Renderoc SP

40- shrinkage controlled polymer modified single component, alkaline resistant fibre reinforced,

thixotropic, cementitious patch repair mortar supplied in 25 kg moisture resistant bag when mixed

with clean water at w:p ratio 0.18, achieves compressive strength (BS 1881 Pt.116) -> 20 Mpa at 1

day & > 45 Mpa at 28 days, Tensile Strength(BS 6319 Pt.7) > 2.5 Mpa at 28 Days, Flexural

Strength(BS 6319 Pt.3)>7 Mpa at 28 days, Drying shrinkage to ASTM C 157-93, 28 days < 1000

microstrain capable of applying up to 50 mm thickness in single layer. Renderoc SP 40 shall have

CE (CE-29842) marking and compliance according to Construction Products Directive 89/106/EEC

(CPD). Typical application includes mixing entire bag with clean water about 4.25L to 4.5 L, mixed

in suitable container with heavy duty slow speed mixer machine to achieve uniform lump free

mortar consistency, placing over prepared surface or tacky Nitobond EP surface in recommended

thickness and finishing with trowel carefully compacting around the rebars to bring it in line with

existing concrete surfaces on the beams, slabs, piles etc. Item rate is inclusive of materials all

labour, tools and tackles, scaffolding and transportation etc. complete as per specification and as

directed by Engg.-in-charge.

HSE Guidelines : Recommended to wear tight-fitting, dust-resistant, chemical splash goggles and

mask if airborne dust is generated, Wear protective gloves. Wear appropriate clothing to prevent

any possibility of skin contact.

Shear Connectors Providing and Fixing Shear connectors of 10 mm dia. HYSD steel with two

component, styrene & cement free, epoxy-acrylate fixing and anchoring compound (having the

technical parameters mentioned in material specifications) using standard sealant applicator gun

after drilling holes of 12mm diameter to a minimum depth of 100mm at required locations,

inclusive of all material, manpower and equipment as per the specifications and as per the

direction the Engineer-in-charge. . Master Flow 935 of BASF / Lokfix P25 of Fosroc or equivalent

Anchoring in Slab: Drilling min +4mm dia drill with min 10 D depth in RCC slab to anchor 10 mm

102 NS horizontal bars. The same shall be filled with Lokfix P45 as per manufacturer Specification and as Nos. 100.00 140.00 14000.00

per the direction the Engineer-in-charge.

Micro concrete : Polymer Modified Micro- Concrete: Providing and laying of polymer

modified micro- concrete like Emaco S46 T of BASF/Renderoc RG (S) of Fosroc/ReCon MC

40 of Conmix or equivalent material blended with washed, saturated surface-dry (SSD),

graded, low absorption, high density aggregates of size 8 mm & below up to 50% (as and

when required) by weight of micro-concrete and water at 4 lit. per 25 kg bag and pouring into

the form work using suitable pumping device for uniform flow of concrete. The side

shuttering can be removed after 3 days and the bottom shuttering after 7 days ensuring proper

bond between the micro concrete and existing concrete substrate. Item rate inclusive of all

materials, labours, supervision, tools, tackles, transportation, curing, making of hole etc. Complete

as per the manufacturing specification and as per the direction the Engineer-in-charge.

Digitally signed by SHUBHAM

Reconstruction/Retrofitting of Old Administrative Building (First Floor) at KASEZ, Gandhidham.

Sr. (DSR 2021)

ITEM OF WORKS UNIT QUANTITY RATE AMOUNT

Nozzle Fixing: Drilling 12 - 16 mm dia holes at honeycomb portions / voids / construction

joints cracks etc. spaced at specified spacing and placing 8 - 12 mm dia. PVC nozzle of

104 NS length 75 mm suitable for grouting into a 150 mm deep hole sealing with epoxy putty Nos. 100.00 60.00 6000.00

including cutting of nozzle after the grouting and finishing with polymer mortar etc. complete as

per the specification

Injection Grouting:and as per the and

providing direction the Engineer-in-charge.

executing injection/pressure grouting in cracks in the

parent concrete by fixing PVC/Aluminium nipples at 150 mm to 200 mm distance or specified

distances as per design and detailed specifications. Pressure grouting using low viscous epoxy grout

Conbextra EP 10- Moisture insensitive epoxy resin injection material supplied in 1.5 Litre pack

which can grout gaps ranging from 0.25mm to 9mm, having mix density 1060 kg/m3,Compressive

Strength(ASTM D695)-60/mm2, Tensile Strength(ASTM C 304-97)-20 N/mm2, Flexural

strength(BS 6319 Part 4)-45 N/mm2. Pressure grouting shall be carry out after surface

preparations includes fixing nipples and filling cracks with epoxy mortar one day before grouting,

injecting low viscous grout mechanically about pressure 3.5 - 7.0 kg/cm² , removing nipple after

105 NS grouting and sealing with epoxy mortar etc. complete as as per the manufacturing specification kG 10.00 800.00 8000.00

and as per the direction the Engineer-in-charge. . Payment shall be made on actual grout

HSE Guidelines : Conbextra EP10(M) : Contains resins which may cause sensitisation by skin

contact. Avoid contact with skin and eyes and

inhalation of vapour. Recommended to wear tight-fitting, dust-resistant, chemical splash goggles if

airborne dust is generated, Wear protective gloves. Wear appropriate clothing to prevent any

possibility of skin contact. Barrier creams provide additional skin protection. Keep away from

sources of ignition - no smoking. Maintain ample ventilation.

Corrosion Inhibitor: Providing & applying bipolar migrating corrosion inhibition treatment to the

overall concrete surface repair area including area where reinforcement is exposed. The product

106 NS shall be as per specifications ,Item rate is inclusive of the materials, all labour, supervision, tools Sqm 450.00 125.00 56250.00

and tackles and transportation etc., complete as per specification and as direction of engineer in

Galvanic Sacrificial Prevention of steel by Point anodes: Providing and fixing sacrificial zinc

anode to prevent initialization of corrosion of reinforcement in adjoining sound concrete due to

chloride ingress or prevent corrosion due to loss of passivity due to carbonation etc. by installing

anodes from VECTOR Galvashield XPI of size 25X25x125mm and having zinc mass of min. 60

grams of 1 A P type or equivalent for patches or periphery of patches at Min. 2 to 4 anodes /

Sq.mt. area of concrete (spacing of 430 to 610mm) or equivalent, as per manufacturer

specification, covered with mortar with of resistivity less than of parent concrete on the cleaned

reinforcement steel as per manufacturers specification before applying passivatior coating and also

design calculation , monitoring for current available from anodes as required by manufacturer as

per IS12696 etc. at all heights and including of all material, labour, tools, plant and machineries,

etc. complete as per the manufacturing specification and as per the direction the Engineer-in-

Digitally signed by SHUBHAM

Reconstruction/Retrofitting of Old Administrative Building (First Floor) at KASEZ, Gandhidham.

Sr. (DSR 2021)

ITEM OF WORKS UNIT QUANTITY RATE AMOUNT

Powerthrow: Insertion of POWRTHROW, sustained release Corrosion inhibiting caplets which

protect both anodic & cathodic sites and reduces Corrosion potential in the reinforcement steel, by

drilling 25 mm dia holes into the concrete at a depth of 60 mm and inserts to be filled by epoxy

mortar as per the manufacturing specifications and as per the direction the Engineer-in-charge.

Leak-proof Shuttering for Encasement: Centering and shuttering with 12mm thick waterproof

plywood including strutting, propping etc. with using tap/ thermocoal/POP for leakproof joint for

concrte and micro concrete shuttering and removal of form work for below mentioned as per the

specification and as per the direction the Engineer-in-charge.

NS Suspended floors, roofs, landings, balconies and access platform Sqm 1315.00 425.00 558875.00

NS Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm 998.00 350.00 349300.00

NS Columns, piers, abutments, pillars, posts and struts Sqm 1144.50 470.00 537915.00

Total of Part C

Core Cutting from RCC slab/Column/Beams: Cutting with diamond bit cutter to make an opening of

110 NS 100 mm to 75mm diameter for slabs/ beam /column complete as per the specification and as per Nos 100.00 650.00 65000.00

the direction the Engineer-in-charge.

Total Sub Head:- Repair, rehabilitation and retrofitting of distressed reinforced concrete structures 4034415.00

Sub Head:- Reinf Purchase and misc.

Purchase of Reinforcement steel from dismantled concrete material including Stacking, transporting

as per direction of Engineer in charge

Digitally signed by SHUBHAM

BOQ for Underground Tank at KASEZ, Gandhidham.

ITEM.NO ITEM DECRIPTION UNIT BOQ QTY RATE Amount

CIVIL WORKS (DSR ITEMS)

2.0 EARTH WORK

Carriage of material by mechanical transport including loading, unloading and

stacking at site for 5.0 km lead

1.1.4 Excavated Rock Cum 200.00 434.32 86864.00

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.

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.

Excavating trenches of required width for pipes, cables etc. including excavation for

sockets and dressing of sides, ramming of bottoms, depth upto 1.5m including getting

out the excavated soil, and then returning the soil as required, in layers not exceeding

20cm in depth including consolidating each deposited layer by ramming, watering etc.

and disposing of surplus excavated soil as directed, within a lead of 50m.- All kinds of

soil (Including Soft Rock)

2.10.1.1 Pipes, cables etc, not exceeding 80 mm dia. Metre 10.00 130.17 1301.67

2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia Metre 10.00 212.58 2125.77

2.10.1.3 Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm Metre 10.00 331.90 3319.01

Extra for excavating trenches for pipes, cables etc. in all kinds of soil (Including Soft

2.11 Rock) for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over corresponding

basic item for depth upto 1.5 metre).

2.11.1.1 Pipes, cables etc, not exceeding 80 mm dia. Metre 10.00 165.31 1653.09

2.11.1.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia Metre 10.00 269.97 2699.71

2.11.1.3 Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm Metre 10.00 421.51 4215.14

Filling available excavated earth (excluding rock) in trenches, plinth, sides of

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.

Extra for every additional lift of 1.5 m or part thereof in excavation

/banking excavated or stacked materials.

2.26.2 Ordinary or Hard Rock Cum 100.00 187.40 18740.00

4.0 CONCRETE WORKS

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)

Digitally signed by SHUBHAM

BOQ for Underground Tank at KASEZ, Gandhidham.

ITEM.NO ITEM DECRIPTION UNIT BOQ QTY RATE Amount

CIVIL WORKS (DSR ITEMS)

Extra for providing and mixing water proofing material in cement

concrete work in doses by weight of cement as per manufacturer's specification

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

4.3.1 Foundations, footings, bases for columns Sqm 10.00 307.95 3079.50

5.0 REINFORCED CEMENT CONCRETE WORK

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

5.9.1 Foundations, footings, bases of columns, etc. for mass concrete Sqm 51.00 307.95 15705.45

Walls (any thickness) including attached pilasters, butteresses, plinth and string courses

5.9.3 Suspended floors, roofs, landings, balconies and access platform Sqm 639.00 766.55 489825.45

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm 152.00 608.35 92469.20

5.9.6 Columns, Pillars, Piers, Abutments, Posts and struts. Sqm 254.00 804.25 204279.50

5.9.7 Stairs, (excluding landings) except spiral-staircases. Sqm 26.00 657.75 17101.50

5.9.19 Weather shade, Chajjas, corbels etc., including edges Sqm 7.00 814.95 5704.65

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 additionalheight of 1 metre or part thereof (Plan area to be

5.11.1 Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) Sqm 1161.00 319.25 370649.25

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in

position and binding all complete upto plinth level.

5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 133832.00 89.65 11998038.80

Reinforcement for RCC work including straightening, cutting, bending, placing in

position and binding all complete. Above plinth level.

5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 2437.00 89.65 218477.05

Providing and laying in position ready mixed or site batched design mix cement

concrete for reinforced cement concrete work; using coarse aggregate and fine

aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland

/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to

accelerate / retard setting of concrete, to improve durability and workability without

impairing strength; including pumping of concrete to site of laying, curing, carriage for

all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as

per direction of the engineer-in-charge; for the following grades of concrete.

Note: Extra cement up to 10% of the minimum specified cement content in design mix

shall be payable separately. In case the cement content in design mix is more than

110% of the specified minimum cement content, the contractor shall have discretion to

either re-design the mix or bear the cost of extra cement.

5.33.1 a) All works upto plinth level

5.33.1.2 Concrete of M30 grade with minimum cementcontent of 350 kg /cum Cum 737.00 8599.35 6337720.95

5.33.2 b) All works above plinth level upto floor V level

5.33.2.2 Concrete of M30 grade with minimum cementcontent of 350 kg /cum Cum 14.00 10221.70 143103.80

Digitally signed by SHUBHAM

BOQ for Underground Tank at KASEZ, Gandhidham.

ITEM.NO ITEM DECRIPTION UNIT BOQ QTY RATE Amount

CIVIL WORKS (DSR ITEMS)

Add for using extra cement in the items of design mix over and above the specified

cement content therein.

6.0 BRICK WORK

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 level

6.34.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 6.00 7676.30 46057.80

Providing wood work in frames of doors, windows, clerestory windows and other frames,

9.1 wrought framed and fixed in position with hold fast lugs or with dash fasteners of Cum 0.50 131576.95 65788.48

required dia & length (hold fast lugs or dash fastener shall be paid for separately).

9.1.1 Second class teak wood

Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I)

decorative type, core of block board construction with frame of 1st class hard wood and

well matched teak 3 ply veneering with vertical grains or cross bands and face veneers

on both faces of shutters.

9.20.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws Sqm 2.00 3086.10 6172.20

Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on

all edges of flush door shutters (over all area of door shutter to be measured).

Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S.

9.48 flats, square or round bars etc. including priming coat with approved steel primer all

9.48.1 Fixed to steel windows by welding kG 160.00 181.00 28960.00

Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating

9.96 not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or

shade, with nuts and screws etc. complete :

Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not

9.97 less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or

shade, with necessary screws etc. complete :

Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less

9.100 than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade,

with necessary screws etc. complete :

Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised

9.101 (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 1.00 62.25 62.25

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate)

11.3 finished with a floating coat of neat cement, including cement slurry, but excluding the

cost of nosing of steps etc. complete.

Digitally signed by SHUBHAM

BOQ for Underground Tank at KASEZ, Gandhidham.

ITEM.NO ITEM DECRIPTION UNIT BOQ QTY RATE Amount

CIVIL WORKS (DSR ITEMS)

11.3.1 40 mm thick with 20 mm nominal size stone aggregate Sqm 531.00 545.00 289395.00

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,

11.41 of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1

cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including

grouting the joints with white cement and matching pigments etc., complete.

Providing and laying Vitrified tiles in different sizes (thickness to be specified by

manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622,

of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick

bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry

@ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc.

Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete

1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size)

12.22 over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 Each 1.00 266.60 266.60

cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making

and finishing the outlet complete.

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

12.41 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

Providing and fixing unplasticised - PVC pipe clips of approved design to unplasticised -

PVC rain water pipes by means of 50x50x50 mm hard 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.

12.45.1 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- Part I

13.0 FINISHING WORK

13.1 12 mm cement plaster of mix :

Digitally signed by SHUBHAM

BOQ for Underground Tank at KASEZ, Gandhidham.

ITEM.NO ITEM DECRIPTION UNIT BOQ QTY RATE Amount

CIVIL WORKS (DSR ITEMS)

18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1

13.11 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 Sqm 70.00 442.75 30992.50

cement : 6 fine sand).

13.16 6 mm cement plaster of mix :

Distempering with 1st quality acrylic distemper (ready mixed) having

VOC content less than 50 gms/litre, of approved manufacturer, of

required shade and colour complete, as per manufacturer's

13.42.1 Two or more coats on new work Sqm 70.00 92.75 6492.50

13.44 Finishing walls with water proofing cement paint of required shade:

13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm) Sqm 70.00 97.60 6832.00

13.50 Applying priming coat:

With ready mixed pink or Grey primer of approved brand and manufacture on wood

work (hard and soft wood)

Painting with synthetic enamel paint of approved brand and manufacture to give an

13.61.1 a) Two or more coats on new work Sqm 8.00 131.45 1051.60

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

13.80 approved brand and manufacturer, over the plastered wall surface to prepare the Sqm 70.00 123.85 8669.50

surface even and smooth complete.

Providing and laying S&S C.I. standard specials such as tees, bends, collars, tapers,

caps etc. (Heavy class):

Providing and laying S&S centrifugally cast (spun) iron pipes (ClassLA) conforming to IS

Providing lead caulked joints to spun iron or C.I. pipes and specials,

including testing of joints but excluding the cost of pig lead :

Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber

insertions etc. (the tail pieces if required will be paid separately) :

18.31.3 150 mm diameter

21.0 ALUMINIUM WORK

Digitally signed by SHUBHAM

BOQ for Underground Tank at KASEZ, Gandhidham.

ITEM.NO ITEM DECRIPTION UNIT BOQ QTY RATE Amount

CIVIL WORKS (DSR ITEMS)

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,

21.1 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

Anodised aluminium (anodised transparent or dyed to required shade according to IS:

1868, Minimum anodic coating of grade AC 15)

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

21.1.2 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)

Anodised aluminium (anodised transparent

or dyed to required shade according to

IS: 1868, Minimum anodic coating of grade

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):

21.3.2 With float glass panes of 5 mm thickness Sqm 12.00 1325.55 15906.60

22 WATER PROOFING WORK

Providing and laying integral cement based treatment for water proofing on horizontal

surface at all depth below ground level for under ground structures as directed by

Engineer-in-Charge and consisting of :

(i) Ist layer of 22 mm to 25 mm thick approved and specified rough stone slab over a

25 mm thick base of cement mortar 1:3 (1cement : 3 coarse sand) mixed with water

proofing compound conforming to IS:2645 in the recommended proportion over the

22.1 leveling course (leveling course to be paid separately). Joints sealed and grouted with

cement slurry mixed with water proofing compound.

(ii) 2nd layer of 25 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) mixed with

water proofing compound in recommended proportions.

(iii) Finishing top with stone aggregate of 10 mm to 12 mm nominal size spreading @ 8

cudm/sqm thoroughly embedded in the 2nd layer.

22.1.1 Using rough kota stone. SqM 591.00 1362.95 805503.45

Digitally signed by SHUBHAM

BOQ for Underground Tank at KASEZ, Gandhidham.

ITEM.NO ITEM DECRIPTION UNIT BOQ QTY RATE Amount

CIVIL WORKS (DSR ITEMS)

Providing and laying integral cement based treatment for water proofing on horizontal

surface at all depth below ground level for under ground structures as directed by

Engineer-in-Charge and consisting of :

(i) Ist layer of 22 mm to 25 mm thick approved and specified rough stone slab over a

25 mm thick base of cement mortar 1:3 (1cement : 3 coarse sand) mixed with water

proofing compound conforming to IS:2645 in the recommended proportion over the

22.2 leveling course (leveling course to be paid separately). Joints sealed and grouted with

cement slurry mixed with water proofing compound.

(ii) 2nd layer of 25 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) mixed with

water proofing compound in recommended proportions.

(iii) Finishing top with stone aggregate of 10 mm to 12 mm nominal size spreading @ 8

cudm/sqm thoroughly embedded in the 2nd layer.

2.2.1 Using rough kota stone. Sqm 522.00 1780.30 929316.60

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/sqm 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 300

mm height including cleaning the surface before treatment.(b) Laying brick bats with

mortar using broken bricks/brick bats 25 mm to 115 mm 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 Engineerin-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 Engineerin- charge to required

22.7 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 2.75 kg/ sqm 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 3 mm 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-

With average thickness of 120 mm and minimum

thickness at khurra as 65 mm.

NS Supply, installation and commissioning of 15 HP Submersible pump each 2.00 140000.00 280000.00

Digitally signed by SHUBHAM