Special repair and Maintenance work at PM Shri Kendriya Vidyalaya Dipatoli, Ranchi, Jharkhand

ABSTRACT OF COST

Amount as per Amount as

Sl. No. DESCRIPTION TOTAL

DSR-2023 MR Items

C 5 REINFORCED CEMENT CONCRETE WORK 40,48,731.54 - 40,48,731.54

G 12 VERANDA CANOPY, CHAJJA CANOPY & MS RAILING

J 15 DISMANTLING AND DEMOLISHING 5,99,784.36 - 5,99,784.36

Add cost index 12% for Ranchi District region as per CPWD.

Cost i/c GST after Multiplication with multiplying factor 0.973 as

per the CPWD circular on DSR items only 1,73,29,296.07 44,03,202.83 2,17,32,498.90

SubTotal Including GST [A] :- 2,17,32,498.90

Digitally signed by PRIYA

REPAIRS & RENOVATION WORKS FOR RENOVATION WORKS FOR KENDRIYA VIDYALAYA DIPA TOLI, RANCHI, JHARKHAND

Amount as per Amount as MR

Sl. No. Reference DESCRIPTION UNIT QTY. RATE

DSR-2023 Items

A 2.00 EARTH WORK

1 2.6 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-in-charge.

2.6.1 All kinds of soils Cum 19.93 177.50 3,537.93

2 2.27 Supplying and filling in plinth with sand under floors, including watering,

ramming, consolidating and dressing complete. Cum 12.58 2123.75 26,726.76

3 2.31 Clearing jungle including uprooting of rank vegetation, grass, brush

wood, trees and saplings of girth up to 30 cm measured at a height of 1

m above ground level and removal of rubbish up to a distance of 50 m

outside the periphery of the area cleared. Sqm 1347.50 17.60 23,716.00

TOTAL (Carried Over to Summary of Civil Works) 53,980.69 0.00

B 4.00 CONCRETE WORKS

4 4.1 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 4.1.3 1 :2:4 (1 cement : 2 coarse sand (zone-Ill) derived from

natural sources : 4 graded stone aggregate 20 mm nominal

size derived from natural sources) Cum 6.75 7878.50 53,203.41

4.2 4.1.6 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate

40 mm nominal size derived from natural sources) Cum 5.51 7178.75 39,519.02

5 4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) :

6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm

nominal size, well rammed and consolidated and grouted with fine sand, including necessary

excavation, levelling & dressing & finishing the top smooth. Sqm 75.26 749.30 56,395.32

TOTAL (Carried Over to Summary of Civil Works) 1,49,117.75 0.00

C 5.00 REINFORCED CEMENT CONCRETE WORK

6 5.3 Reinforced cement concrete work in beams, suspended floors, roofs

having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands,

plain window sills, staircases and spiral stair cases above plinth level up

to floor five level, excluding the cost of centering, shuttering, finishing and

reinforcement with 1 :1.5:3 (1 cement: 1.5 coarse sand(zone-III) derived

from natural sources : 3 graded stone aggregate 20 mm nominal size

derived from natural sources). Cum 1.66 11505.50 19,145.15

7 5.18.2 Providing precast cement concrete Jali 1 :2:4 (1 cement : 2 coarse sand

(zone-Ill): 4 graded stone aggregate 6 mm nominal size), reinforced with

1.6 mm dia mild steel wire, including centering and shuttering, roughening

cleaning, fixing and finishing in cement mortar 1 :3 (1 cement: 3 fine sand)

etc. complete, excluding plastering of the jambs, sills and soffits.

8 5.22A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and

binding all complete above plinth level.

i 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. KG 22557.96 107.85 24,32,875.82

9 5.33.2 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 I 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.

5.33.2.1 All works above plinth level upto floor V level Concrete of M25 grade with minimum cement

10 5.9 Centering and shuttering including strutting, propping etc. and removal

10.1 5.9.3 Suspended floors, roofs, landings, balconies and access platform Sqm 55.00 927.25 50,998.75

10.2 5.9.4 Shelves (Cast in situ) Sqm 30.00 927.25 27,817.50

10.3 5.9.5 Lintels, beams, plinth beams, girders, bressumers and

cantilevers 27.86 736.40

10.4 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 35.00 961.30 33,645.50

TOTAL (Carried Over to Summary of Civil Works) 40,48,731.54 0.00

D 6.00 MASONRY WORK

11 6.4.2 Brick work with common burnt clay F.P.S. (non modular) bricks of class

designation 7.5 in superstructure above plinth level up to floor V level in

all shapes and sizes in : Cement mortar 1 :6 (1 cement : 6 coarse sand) Cum 32.32 9105.95 2,94,281.54

TOTAL (Carried Over to Summary of Civil Works) 2,94,281.54 0.00

E 9.00 WOOD & WPC WORK

Digitally signed by PRIYA

Amount as per Amount as MR

Sl. No. Reference DESCRIPTION UNIT QTY. RATE

DSR-2023 Items

12 9.21.1 Providing and fixing ISi marked flush door shutters conforming to IS :

2202 (Part I) non-decorative type, core of block board construction

with frame of 1st class hard wood and well matched commercial 3 ply

veneering with vertical grains or cross bands and face veneers on both

faces of shutters: (35 mm thick including ISi marked Stainless Steel butt hingesn with necessary

13 9.24.1 Extra for providing vision panel not exceeding 0.1 sqm in all type of

flush doors (cost of glass excluded) (overall area of door shutter to be

measured): Rectangular or square Sqm 16.80 199.15 3,345.72

14 9.70.2 Providing and fixing IS : 12817 marked stainless steel butt hinges with

stainless steel screws etc. complete : 100X58X1.90 mm

15 26.86 Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid

door/window/Ceosetory windows & 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.

16 26.87.1 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) 30 mm thick

17 9.96.2 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 : 250x16 mm Each 30.00 260.60 7,818.00

18 9.97.2 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 : 250x10 mm Each 70.00 115.15 8,061.00

19 9.103 Providing and fixing bright finished brass 100 mm mortice latch and lock,

ISi marked, with six levers and a pair of anodised (anodic coating not less

than grade AC 10 as per IS : 1868) aluminium lever handles of approved

quality with necessary screws etc. complete. Each 5.00 868.95 4,345.00

20 9.165 Providing and fixing bright /matt finished Stainless Steel handles of

approved quality & make with necessary screws etc all complete.

21 9.82 Providing and fixing bright finished brass hanging type floor door stopper

with necessary screws, etc. complete. Each 50.00 121.65 6,082.50

22 9.84 Providing and fixing aluminium extruded section body tubular type

universal hydraulic door closer (having brand logo with ISi, IS : 3564,

embossed on the body, door weight upto 36 kg to 80 kg and door width

from 701 mm to 1000 mm), with double speed adjustment with necessary

accessories and screws etc. complete. Each 5.00 983.15 4,915.75

23 9.48.1 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. Fixed to steel windows by welding kg 1,350.00 219.10 2,95,785.00

TOTAL (Carried Over to Summary of Civil Works) 4,85,910.07 0.00

F 11.00 FLOORING WORK

24 11.3.1 Cement concrete flooring 1 :2:4 (1 cement : 2 coarse sand : 4 graded

stone aggregate) finished with a floating coat of neat cement, including

cement slurry, but excluding the cost of nosing of steps etc. complete.

40 mm thick with 20 mm nominal size stone aggregate Sqm 88.42 614.20 54,305.72

25 11.6.1 Cement plaster skirting up to 30 cm height, with cement mortar 1 :3 (1

cement : 3 coarse sand), finished with a floating coat of neat cement.

26 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 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

Digitally signed by PRIYA

Amount as per Amount as MR

Sl. No. Reference DESCRIPTION UNIT QTY. RATE

DSR-2023 Items

27 11.40 Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more thickness to be

specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all

colours, shades, except 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 pointing the

joints with white cement and matching pigments etc., complete. Sqm 37.43 1439.40 53,881.96

28 16.89 Providing and laying matt finished vitrified tile of size 300x300x9.8 mm

having with water absorption less than 0.5% and conforming to IS: 15622

of approved make in all colours and shades in for outdoor floors such as

footpath, court yard, multi modals location etc., laid on 20 mm thick base

of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns

including grouting the joints with white cement mixed with matching

pigments etc. complete as per direction of Engineer-in-Charge. Sqm 65.00 1455.65 94,617.25

TOTAL (Carried Over to Summary of Civil Works) 2,87,803.38 0.00

G 12 VERANDA CANOPY, CHAJJA CANOPY & MS RAILING WORKS

29 8.32 Designing, fabricating, testing, installing and fixing in position Curtain

Wall with Aluminium Composite Panel Cladding, with open grooves for

linear as well as curvilinear portions of the building , for all heights and all

levels etc. including:

(a) Structural analysis & design and preparation of shop drawings for

pressure equalisation or rain screen principle as required, proper drainage

of water to make it watertight including checking of all the structural and

functional design.

(b) Providing, fabricating and supplying and fixing panels of aluminium

composite panel cladding in pan shape in metalic colour of approved

shades made out of 4 mm thick aluminium composite panel material

consisting of 3 mm thick FR grade mineral core sandwiched between

two Aluminium sheets (each 0.5 mm thick). The aluminium composite

panel cladding sheet shall be coil coated, with Kynar 500 based PVDF /

Lumiflon based fluoropolymer resin coating of approved colour and shade

on face# 1 and polymer (Service) coating on face# 2 as specified using

stainless steel screws, nuts, bolts, washers, cleats, weather silicone

sealant, backer rods etc.

(c) The fastening brackets of Aluminium alloy 6005 T5 I MS with Hot

Dip Galvanised with serrations and serrated washers to arrest the wind

load movement, fasteners, SS 316 Pins and anchor bolts of approved

make in SS 316, Nylon separators to prevent bi-metallic contacts all

complete required to perform as per specification and drawing The item

includes cost of all material & labour component, the cost of all mock

ups at site, cost of all samples of the individual components for testing

in an approved laboratory, field tests on the assembled working curtain

wall with aluminium composite panel cladding, cleaning and protection of

the curtain wall with aluminium composite panel cladding till the handing

over of the building for occupation. Base frame work for ACP cladding

is payable under the relevant aluminium items. The Contractor shall

provide curtain wall with aluminium composite panel cladding, having

all the performance characteristics all complete , as per the Architectural

drawings, as per item description, as specified, as per the approved shop

drawings and as directed by the Engineer-in-Charge. However, for the

purpose of payment, only the actual area on the external face of the

curtain wall with Aluminum Composite Panel Cladding (including width of

groove) shall be measured in sqm. up to two decimal places.

30 10.16.1 Steel work in built up tubular (round, square or rectangular hollow tubes

etc.) trusses etc., including cutting, hoisting, fixing in position and applying

a priming coat of approved steel primer, including welding and bolted with

special shaped washers etc. complete. Hot finished welded type tubes

31 10.25 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.

31.1 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets,

gates and similar works Kg 5,756.05 172.60 9,93,493.54

32.0 12.50 Providing and fixing precoated galvanised iron profile sheets (size, shape

and pitch of corrugation as approved by Engineer-in-Charge) of total

coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness

with total coating thickness of 0.05mm) with zinc coating 120 grams per

sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on

both side of the sheet and polyester top coat 15-18 microns. Sheet should

have protective guard film of 25 microns minimum to avoid scratches

during transportation and should be supplied in single length upto 12

metre or as desired by Engineer-in-charge. The sheet shall be fixed

using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM

seal, complete upto any pitch in horizontal/ vertical or curved surfaces,

excluding the cost of purlins, rafters and trusses and including cutting to

size and shape wherever required.

33.0 12.41 Providing and fixing on wall face unplasticised Rigid PVC rain water

pipes conforming to IS : 13592 Type A, including jointing with seal ring

conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i)

Single socketed pipes.

34.0 12.42 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 expansion.

Digitally signed by PRIYA

Amount as per Amount as MR

Sl. No. Reference DESCRIPTION UNIT QTY. RATE

DSR-2023 Items

35.0 12.43 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.

36.0 12.44 Providing and fixing to the inlet mouth of rain water pipe cast iron grating

15 cm diameter and weighing not less than 440 grams. Each 6.00 54.70 328.20

TOTAL (Carried Over to Summary of Civil Works) 23,89,472.04 0.00

H 13.00 FINISHING WORK

33 13.4 12 mm cement plaster of mix :

34 13.16 6 mm cement plaster of mix :

35 13.5.2 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand)

36 13.26 Providing and applying plaster of paris putty of 2 mm thickness over

plastered surface to prepare the surface even and smooth complete.

37 13.83.1 Wall painting with premium acrylic emulsion paint of interior grade, 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.One coat

38 13.47.1 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone

additives of required shade:

New work (Two or more coats applied @ 1.43 ltr/10 sqm over

and including priming coat of exterior primer applied @ 0.90

39 13.112 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone

additives of required shade

39.1 13.112.1 Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over

existing cement paint surface Sqm 2165.37 131.30 2,84,313.08

40 13.50 Applying priming coat :

ii 13.50.3 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel

galvanised iron/ steel works Sqm 313.11 67.40 21,103.41

41 13.62 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an

i 13.62.1 Two or more coats on new work over an under coat of suitable

shade with ordinary paint of approved brand and manufacture Sqm 313.11 226.25 70,840.46

42 13.99 Painting with synthetic enamel paint of approved brand and manufacture

of required colour to give an even shade :

42.1 13.99.1 One or more coats on old work Sqm 627.26 102.80 64,482.74

TOTAL (Carried Over to Summary of Civil Works) 12,80,932.00 0.00

I 14.00 REPAIRS WORKS

43 14.1.2 Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5

sq.meters and under, including cutting the patch in proper shape, raking

out joints and preparing and plastering the surface of the walls complete,including disposal of

rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.

With cement mortar 1:4 (1cement: 4 coarse sand)

44 14.2 Fixing chowkhats in existing opening including embedding chowkhats

in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete

blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6

graded stone aggregate 20 mm nominal size), painting two coats of approved wood

preservative to sides of chowkhats and making good the damages to walls and floors as

required complete, including disposal of rubbish to the dumping ground, all complete as per

direction of Engineer-in-Charge.

45 14.3 Fixing chowkhat in existing opening in brick/ RCC wall with dash fasteners/ Chemical

fasteners of appropriate size (3 nos on each vertical member of door chowkhat and 2 nos on

each vertical member of window chowkhats), including Cost of dash fasteners/ chemical

fastener Each 8.00 217.10 1,736.80

46 14.4.1 Making the opening in brick masonry including dismantling in floor or walls by cutting

masonry and making good the damages to walls, flooring and jambs complete, to match

existing surface including disposal of mulba/ rubbish to the nearest municipal dumping

ground, all complete as per direction of Engineer-in-Charge. For door/

window/ clerestory window Sqm 6.30 1264.35 7,965.41

Digitally signed by PRIYA

Amount as per Amount as MR

Sl. No. Reference DESCRIPTION UNIT QTY. RATE

DSR-2023 Items

47 14.5 Renewing glass panes, with putty and nails wherever necessary including racking out the old

47.1 14.5.2 Float glass panes of nominal thickness 5 mm (weight not less

48 14.17 Raking out joints in lime or cement mortar and preparing the surface for re-pointing or

replastering, including disposal of rubbish to the dumping ground, all complete as per

direction of Engineer-in-Charge Sqm 2132.98 72.45 1,54,534.22

49 14.72 Providing and fixing double scaffolding system (cup lock type) on the

exterior side, up to 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. complete as per directions and approval of Engineer-in-charge. The

elevational area of the scaffolding shall be measured for payment purpose.

The payment will be made once irrespective of duration of scaffolding. Sqm 216.00 338.25 73,062.00

50.0 14.75 Repair to plaster of thickness 12 mm to 20 mm in patches of area 2.5

sqm and under, including cutting the patch in proper shape, raking out

joints and preparing plastering the wall surface with white cement based polymer modified

self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-

51 14.80 Providing & fixing White vitreous china water closet squatting pan (Indian type) along with “S”

or “P” trap including dismantling of old WC seat and “S” or “P” trap at site complete with all

operations including all necessary materials, labour and disposal of dismantled material

including malba, all complete as per the direction of Engineer-in charge.

51.1 14.80.1 Long pattern W.C Pan of size 580x440 mm Each 8.00 3501.70 28,013.60

51.2 14.80.2 Orissa pattern W.C Pan of size 580x440 mm Each 4.00 4478.75 17,915.00

TOTAL (Carried Over to Summary of Civil Works) 38,18,539.81 0.00

J 15.00 DISMANTLING AND DEMOLISHING

52 15.2 Demolishing cement concrete manually/ by mechanical means including disposal of material

within 50 metres lead as per direction of Engineer - in - charge

52.1 15.2.1 Nominal concrete 1:3:6 or richer mix (including equivalent

53 15.3 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. Cum 29.72 3551.25 1,05,541.20

54 15.5 Extra for cutting reinforcement bars manually/ by mechanical means in

R.C.C. or R.B. work (Payment shall be made on the cross sectional area

of R.C.C. or R.B. work) as per direction of Engineer-in-charge. Sqm 39.00 1147.20 44,740.80

55 15.6 Extra for scrapping, cleaning and straightening reinforcement from

56 15.7 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.

57 15.12 Dismantling doors, windows and clerestory windows (steel or wood)

shutter including chowkhats, architrave, holdfasts etc. complete and

stacking within 50 metres lead :

57.1 15.12.1 Of area 3 sq. metres and below Each 20.00 367.20 7,344.00

58 15.13 Taking out doors, windows and clerestory window shutters (steel or wood) including stacking

within 50 metres lead :

58.1 15.13.1 Of area 3 sq. metres and below Each 250.00 143.50 35,875.00

59 15.25 Dismantling stone slab flooring laid in cement mortar including stacking

of serviceable material and disposal of unserviceable material within 50

60 15.26 Demolishing brick tile covering in terracing including stacking of

serviceable material and disposal of unserviceable material within 50

61 15.40 Dismantling precast concrete or stone slabs in walls, partition walls etc. including stacking

within 50 metres lead :

Digitally signed by PRIYA

Amount as per Amount as MR

Sl. No. Reference DESCRIPTION UNIT QTY. RATE

DSR-2023 Items

62 15.56 Dismantling old plaster or skirting raking out joints and cleaning the

surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.

63 15.60 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. Cum 66.94 263.95 17,669.28

TOTAL (Carried Over to Summary of Civil Works) 5,99,784.36 0.00

K 21.00 ALUMINIUM WORK

64 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, fixed with rawl plugs and screws or with fixing clips, or with expansion hold

fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required

PVC/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed

echanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling,

C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of

Engineer-in-charge. Glazing and paneling to be paid for separately) :

64.1 21.1.1.2 For fixed portion. Powder coated aluminium (minimum thickness of powder coating 50 micron) KG 15.00 530.90 7,963.50

65 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)

65.1 21.1.2.2 Powder coated aluminium (minimum

thickness of powder coating 50 micron) KG 1291.50 634.45 8,19,392.18

66 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):

66.1 21.3.2 With float glass panes of 5.5 mm thickness (weight not less than 12.50 kg/sqm) Sqm 184.50 1505.25 2,77,718.63

TOTAL (Carried Over to Summary of Civil Works) 11,05,074.30 0.00

L WATER PROOFING WORKS

Repair-Structural Member

67 MR-1 Removal Of Concrete & surface preparation- The cover /damaged concrete of thickness to be

removed completely from the beam column & soffit of the slab surface & debris to be disposed as per

the Government norms. Sqm 1658.96 443.00 7,34,917.51

68 MR-2 Existing reinforcement Treatment with Zinc Rich Epoxy Coating :

cleaning of all the rust,scales in the existing reinforcement with Dr. Fixit Rust remover & Applying anti-

corrosive treatment to the exposed steel bars as well as the new bars after surface preparation as

given above using two component, Dr. Fixit Zinc rich epoxy Primer with zinc content> 70%, volume

solids of 57±3% and a mixed density of 1.85kg/litre using brush in a continuous coat covering the

rear side of bar inclusive of Manpower, material and Equipment. ( Apply Supply)

69 MR-3 Concrete Priming with epoxy based bonding agent & selaling of cracks: :

To promote the adhesion with existing concrete Prior to placing new & Sealing the cracks in the

concrete surface after opening the cracks using suitable tools or cut a V notch in the crack and

cleaning the interior sides of the crack using sharp tools to remove all muck using two component,

high strength, epoxy compound Dr. Fixit Epoxy bonding Agent complying with ASTM C881 Type I,

Grade 3, Class B & C and formulated to achieve adhesive bond strength with concrete substrate an

average of 1 MPa at 7 days or concrete failure when tested to ASTM D4541; Compressive strength

60 MPa at 7 days when tested as per BS: 6310 Pt 2, Flexural Strength of 25 MPa at 7days; Tensile

Strength of 10 MPa at 7 days when tested as per BS: 6319 Pt 7 such as of BASF Make, inclusive of

all Manpower, Material and Equipment.(Silica dust to mix with the bonding agent to make putty

consistency & the same should be used to fill the crack).

Repair- Nonstructural Member

70 MR-4 Crack Filling in the Exterior & interior crack:

All cracks up to 3 mm in width should be opened up 5mm making the V groove and fill with Dr. Fixit

Crack X Paste. Apply the primer coat prepared with Dr. Fixit Crack-X Paste and water in 1:1

proportion over the crack surface. Fill cracks with Dr. Fixit Crack-X Paste when the surface is tacky

and not dried completely with a spatula or putty knifes and level with the surface. For Large cracks

more than 5mm and separation gaps use polymer-modified mortar (PMM) mixed with Dr. Fixit

Pidicrete URP 10% by weight of cement after making the V groove or by Dr. Fixit Polymer Modified

Terrace Water Proofing

71 MR-5 Surface Preparation :All loose and de-bonded concrete/ screed, loose particles, dirt & should be

removed. Roof substrate must be pressure-washed with water with, a minimum working pressure of

1,400 psi is to be used to and/or remove all dirt, dust, chalking and waste products. Remove algae,

mold by using bleach solution or biowash.

Brick Bat Coba surface /Joints Repair:

Remove loose and damaged Brick bat in pockets with mechanical cutter. Clean the Brick bat coba

surface with high pressure water jet to remove dirt and loose particles. Brush apply a bond coat of

Dr. Fixit Pidicrete URP mix in the ratio of 1:1 (URP 1: Cement 1) by volume to make it lump free

slurry when applied on in the pre wet surface.. Mix Dr. Fixit Pidicrete URP 10% by weight of cement

in (M20) concrete in ratio of 1:1.5:3 i.e., one bag of 50kg cements: 1.5 times volume of sand: 3 times

volume of aggregates: 25L water. Level the repair mortar and finish with trowel. Moist cure should

be done for 7days. Air cure screed for 7days, before application of roof top coat coating system.

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Amount as per Amount as MR

Sl. No. Reference DESCRIPTION UNIT QTY. RATE

DSR-2023 Items

Angle Fillet treatment

After erecting of Parapet wall ,Roughen and clean the junction of wall and floor with air blower and

water to remove the dust particles. Moisten the surface with water & apply a bond coat of Dr. Fixit

Pidicrete URP and cement (1:1) by volume with brush. Providing & Laying angle fillet (gola) of size 25

x 25 mm in width over the bond coat when it’s in wet condition. Preparing PMM by taking 1 kg Dr.

Fixit Pidicrete URP, 5 kg fresh cement, and 15 kg graded quartz sand. (i.e., in the ratio of 1:5:15) on

RCC /Brick surface (slab and wall junction) finishing in smooth finish. Including water curing for 3-4

days, etc complete.

Drainpipes and Core Cut treatment:

Cleaning and preparation of surface with the help of wire brush or grinder. Clean the surface with

water to remove the dust. Insert the pipe with Dr. Fixit Bathseal tape wrapped over the pipe into

the core and support with formwork. Pack the core cut junction with non-shrink free flow

cementitious grout Dr. Fixit Pidigrout 10M or Dr. Fixit Micro Concrete. Mix ready to use grout

with water @ ratio of w/p = 0.13 – 0.15 (depending upon the flowability required) with paddle mixer

and pour by providing necessary shuttering and support. Allow the grout to set for 24 hrs. And do

the moist curing for 5 days. The area around the pipes shall be dressed in the 45 GSM glass fibre

mesh in wet-on-wet condition by applying high performance elastomeric cementitious waterproof

coating Dr. Fixit Fastflex.

Waterproof Coating:

The concrete surface must be brought into surface saturated dry condition (SSD). Providing &

Applying 2 coats of high performance two component high performance cementitious waterproof

coating Dr. Fixit Fastflex, with a mix ratio of (liquid: Powder), parts by wt. - 1:1.4 at the rate 0.42 -

0.50 Sq.mt / Kg for 2 coats to achieve the DFT on 1.2mm in a span of 4 - 6 hours with a roller

/ brush on the prepared concrete substrate. Over the splash zone / shower wall taking the coating

up the full height and up to 1 meter height on vertical surface and on other walls and 0.3 metre

on horizontal surface below threshold for complete bathroom waterproofing. All the coats to be

applied in perpendicular direction to each other. Allow the coating to air cure for 3-5 days before

conducting water ponding test for 24 Hrs. The coating shall have Elongation at break > 120% as per

ASTM D 412, Tensile strength > 1 N/mm2 as per ASTM D 412, Adhesion strength: 0.80 N/mm2 as

per ASTM D 4541, crack bridging upto 2mm as per ASTM C 836, Water penetration (5 bar

pressure) as per BS EN 12390.

72 MR-6 UV resistant Acrylic Top coat Waterproofing:( 2nd line of defence)

Apply one coat of Dr. Fixit Primeseal primer dilute with water in the ratio 2:1 spreading at the rate of

8.0 – 10.0 / Sq.mt / Litre in the SSD condition. Allow the primer coat to dry for 6 to 8 hours. Apply

1st coat of Dr. Fixit Roofseal Select without dilution spreading at the rate of 0.70/litre/Sq.mt/Coat

until all surface is covered. Lay a 45 GSM Fibre glass mesh as a reinforcing material which is

incorporated in the coating when the first coat is still in wet condition. Allow the first coat to dry for

approximately 4 to 6 hours. Apply the second and third coats of Dr. Fixit Roofseal Ultra with the

same application coverage, but in a direction perpendicular to that of the first and second coats.

Allow each coat to air cure for a minimum of 4-6 hours after application to achieve total dry film

thickness of 900 to 1000 microns at forced coverage at the rate of 1.50 litre / Sq.mt in 3 coats. Check

to see no void surface is left untreated / uncoated. Allow the system to air cure for 7 days minimum.

Meet and expecified using

stainless steel screws, nuts, bolts, washers, cleats, weather silicone

sealant, backer rods etc. account shall be

made.rewed at one end.

cluding width of

groove) shall be measured in sqm. up to two decimal places.- 8:2019. Air cures the coating for 7 Sqm 1891.72 885.00 16,74,172

73 22.14.1 Grading roof for water proofing treatment with, Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4

graded stone aggregate 20 mm nominal size)

74 12.21.1 Providing gala 75x75 mm in cement concrete 1 :2:4 (1 cement : 2 coarse

sand : 4 stone aggregate 10 mm and down gauge), including finishing

with cement mortar 1 :3 (1 cement : 3 fine sand) as per standard design :

In 75x75 mm deep chase metre 349.40 305.15 1,06,619.41

75 12.22 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 1 m x1 m x 400 micron, finished

with 12 mm cement plaster 1 :3 (1 cement : 3 coarse sand) and a coat

of neat cement, rounding the edges and making and finishing the outlet

TOTAL (Carried Over to Summary of Civil Works) 8,08,994.21 44,37,676.31

M EXPANSION JOINT

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Amount as per Amount as MR

Sl. No. Reference DESCRIPTION UNIT QTY. RATE

DSR-2023 Items

76 MR-7 Providing and carry out expansion joint treatment after proper surface

preparation to remove loose mortars, dust, foreign particles from joints, fixing

of tightly packed closed cell polyethylene based back up rod or filler board to

ensure no gaps or voids exists, mask face edge of the joint using masking tape

for neat finish, mixing of Dr. Fixit Tape Adhesive – Two part Epoxy Adhesive

using slow speed drill till get homogeneous mix, apply it to prepared joint 1-

2mm thick with notched trowel or putty blade, tooled to a smooth finish and

finally fixing of Dr. Fixit Seal Tape ( 150mm X1mm)– Flexible expansion joint

membrane available in 1mm thickness exhibiting superior mechanical

properties like, Elongation >500%, Tensile Strength >12N/mm2, Tear Strength

>200N above joint followed by another layer of epoxy adhesives Dr. Fixit Tape

Adhesive as complete as per manufacturer’s specification.

For joint over end laps, the overlaps surfaces must be clean, wiped and heat

welded with at hot air welding gun with 100 mm overlap. After application the

system should be allowed to cure for 7 days.

In case of exposed condition/ Trafficable joint/higher water pressure joints >

1.5 bar up to 3 bars, protect the joint with a metal plate screwed at one end.

77 5.28 Providing and fixing in position 12 mm thick bitumen impregnated fiber board conforming to IS: 1838, per cm

including cost of primer, sealing compound Grade-A in expansion joints. depth

78 5.29 Providing and fixing sheet covering over expansion joints with iron screws

5.29.2.2 Aluminium fluted strips 3.15 mm thick. 200 mm wide Rmt 91.00 753.85 68,600.35

79 5.30 Add for plaster drip course/ groove in plastered surface or moulding to

R.C.C. projections Rmt 184.00 78.4 14,425.60

TOTAL (Carried Over to Summary of Civil Works) 1,32,758.03 87,712.00

M PLUMBING & SANITARY WORKS

18 Water Supply

80 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 and 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.

80.1 Concealed work, including cutting chases and making good the walls etc

80.2 18.8.2 20 mm nominal dia Pipes Meter 50.00 537.60 26,880.00

80.3 18.8.3 25 mm nominal dia Pipes Meter 40.00 627.25 25,090.00

81 18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot &

cold water supply and all CPVC plain & brass threaded fittings, including fixing 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.

81.1 Internal work - Exposed on wall

81.2 18.7.4 32 mm nominal dia Pipes Meter 20.00 518.75 10,375.00

81.3 18.7.5 40 mm nominal dia Pipes Meter 30.00 702.95 21,088.50

81.4 18.7.6 50 mm nominal dia Pipes Meter 15.00 934.15 14,012.25

82 18.76 Cutting holes up to 30x30 cm in walls including making good the same:

82.1 18.76.1 With common burnt clay F.P.S. (non modular) bricks. Each 5.00 416.80 2,084.00

83 18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 Each 10.00 506.80 5,068.00

84 18.65 Providing and fixing PTMT soap Dish Holder having length of 138 mm, breadth 102 mm, height of 75

mm with concealed fitting arrangements, weighing not less than 106 gms. Each 5.00 111.45 557.25

85 18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :

86 18.53 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality

conforming to IS:8931

17 Sanitary Installations

87 17.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with

100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing

cistern, including flush pipe, with manually controlled device (handle lever)

conforming to IS : 7231, with all fittings and fixtures complete, including

cutting and making good the walls and floors wherever required:

87.1 17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440

mm with integral type foot rests Each 6.00 6767.40 40,604.40

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Amount as per Amount as MR

Sl. No. Reference DESCRIPTION UNIT QTY. RATE

DSR-2023 Items

87 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 :

87.1 17.2.1 W.C. pan with ISI marked white solid plastic seat and lid Each 4.00 6515.55 26,062.20

88 17.4 Providing and fixing white vitreous china flat back or wall corner type

lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes

respectively with automatic flushing cistern with standard flush pipe and

C.P. brass spreaders with brass unions and G.I clamps complete, including

painting of fittings and brackets, cutting and making good the walls and

floors wherever required :

88.1 17.4.1 One urinal basin with 5 litre white P.V.C. automatic flushing

89 17.28 Providing and fixing P.V.C. waste pipe including P.V.C. waste fittings complete.

89.1 17.28.2 Flexible pipe

90 17.7 Providing and fixing wash basin Table Top with Pillar Cock with 200mm Extension Body, 32 mm C.P.

brass waste of standard pattern, including painting of fittings and brackets, cutting and making good

the walls wherever require:

90.1 17.7.1 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps.

91 17.22.A Providing and fixing CP Brass 32 mm size Bottle Trap of approved quality & make and as per the

direction of Engineer-in-charge. Each 2.00 1034.80 2,069.60

92 17.31 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality)

complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and

washers complete. Each 2.00 1607.95 3,215.90

93 17.35.1 Providing and fixing soil, waste and vent pipes : 100 mm dia

93.1 17.35.1.1 Sand cast iron S&S pipe as per IS: 1729 Rmt 144.00 1151.90 1,65,873.60

94 17.37 Providing and fixing M.S. holder-bat clamps of approved design to Sand

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

blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded

stone aggregate 20 mm nominal size), including cost of cutting holes and

making good the walls etc.

95 17.38 Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick,

bolts and nuts complete.

95.2 17.38.1.1 Sand cast iron S&S pipe. Each 18.00 598.50 10,773.00

96 17.39.1 Providing and fixing plain bend of required degree. 100 mm dia.

96.1 17.39.1.1 Sand cast iron S&S as per IS - 1729 Each 18.00 470.45 8,468.10

TOTAL (Carried Over to Summary of PHE Works) 4,46,558.40 0.00

Digitally signed by PRIYA