Construction and Development of Double Section Kendriya Vidyalaya with Bal Vatika at sl no. 3 Darbhanga (AIIMS) in Darbhanga District, Bihar.

BILL OF QUANTITIES (BOQ)

PROJECT :- PROJECT :- CONSTRUCTION OF SCHOOL BUILDING FOR KENDRIYA VIDYALAYA AT

PROPOSED KENDRIYA VIDYALAYA, DHARBHANGA

DETAILED COST ESTIMATE

(Based on D.S.R. And Market Rate Items)

S.No. Description of Item DSR 2025 DSR 2023 Amount NON DSR Amount Sub Total

1) C/O SCHOOL BUILDING

2) C/O TYPE-III QTRS- 8 No's (G+3)

3) C/O TYPE-V Qtrs- 1 Nos (G)

3) GUARD ROOM/METER ROOM/PARKING/

B EXTERNAL DEVELOPMENT

5) SITE DEVELOPMENT-LNADSCAPING ₹ 2,11,93,028 ₹ 2,11,93,028

9) INTERNAL BOUNDARY WALL ₹ 27,41,763 ₹ 3,53,362 ₹ 30,95,124

C EXTERNAL SERVICES-E/M WORKS

Add cost index 10% for Darbhanga region as per CPWD 10% ₹ 19,86,396

OM no. 62(H) dtd.25.07.24

Cost i/c GST after Multiplication with multiplying factor 0.973 as 0.973 ₹ 33,60,33,147

per the CPWD circular on DSR items only

GRAND TOTAL ₹ 33,60,33,147

GRAND TOTAL ₹ 33,60,33,147

Digitally signed by PRIYA

PROJECT :- CONSTRUCTION OF SCHOOL BUILDING FOR KENDRIYA VIDYALAYA AT DHARBHANGA

SUMMARY - CIVIL WORKS

SCHOOL BUILDING

Sl. No. DSR-2023 DESCRIPTION DSR AMOUNT NON DSR AMOUNT

A 2.0 EARTH WORKS 51,65,360.00 -

B 4.0 CONCRETE WORKS 42,68,384.39 -

C 5.0 REINFORCED CEMENT CONCRETE WORK 11,14,50,790.30 6,70,515.00

E 8.0 MARBLE & GRANITE WORK 12,41,676.70 -

F 9.0 WOOD & PVC WORK 99,77,192.88 -

K 21.0 ALUMINIUM WORK 61,35,257.71 -

L 22.0 WATER PROOFING 32,76,190.30 -

n External Façade (NON-COMBUSTABLE

COLOUR COMPRESSED PANEL/CLADDING)

o Expansion Joint 21,08,750.00

GRAND TOTAL 19,29,79,155.73

GRAND TOTAL 19,29,79,155.73

Digitally signed by PRIYA

PROJECT :- CONSTRUCTION OF SCHOOL BUILDING FOR KENDRIYA VIDYALAYA AT DHARBHANGA

BOQ - CIVIL WORKS

SCHOOL BUILDING

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. DSR RATE DSR Amount NDSR RATE NDSR Amount

A 2.0 EARTH WORKS

Earth work in excavation by mechanical means (Hydraulic

2.6 excavator) / manual means over areas (exceeding 30cm in

Modified depth. 1.5 m in width as well as 10 sqm on plan) including

disposal of excavated earth, irrespective of lead and lift upto

1.5m, disposed earth to be levelled and neatly dressed.

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

excavation / banking excavated or stacked materials.

i 2.26.1 All Kinds Of Soil Cum 0.00 126.80 0.00

3 2.24 Extra rates for quantities of works, executed :

In or under water and/or liquid mud, including pumping out

water as required.(Note for item no. 2.24:- The extra

percentage rate is applicable in respect of each item but limited

to quantities of work executed in these difficult conditions. The

i 2.24.1 unit, namely, metre depth, to be considered for payment, shall metre depth/Cum 0.00 25.36 0.00

be the depth measured from the sub soil water level upto the

centre of gravity of the quantity executed in difficult conditions.

The depth shall be reckoned correct to 0.1 metre. 0.05 metre or

more shall be taken as 0.1 metre and less than 0.05 metre

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

including excavation for sockets, and dressing of sides, ramming

4 2.10 of bottoms, depth upto 1.5m including getting out the

excavated soil, and then returning the soil as required, in layers

a 2.10.1 All kinds of soil.

Pipes, cables, etc. exceeding 80mm dia but not exceeding

Filling available excavated earth (excluding rock) in trenches,

5 2.25 plinth, sides of foundations etc. in layers not exceeding 20cm in Cum 9736.34 196.00 ₹ 19,08,323.42

depth, consolidating each deposited layer by ramming and

watering, lead up to 50 m and lift upto 1.5 m.

Supplying and filling in plinth with river sand under floors

7 2.27 including, watering, ramming consolidating and dressing CUM 619.50 2123.75 1315670.77

Supplying chemical emulsion in sealed containers including

delivery as specified

i 2.34.1 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% litre 206.00 234.75 48358.50

9 Anti termite treatment

Diluting and injecting chemical emulsion for POST-

2.35 CONSTRUCTIONAL anti-termite treatment (excluding the cost of

chemical emulsion) :

Treatment of soil under existing floors using chemical emulsion

a) 2.35.3 @ one litre per hole, 300 mm apart including drilling 12 mm

diameter holes and plugging with cement mortar 1 :2 (1 cement

: 2 Coarse sand) to match the existing floor :

i 2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. Sqm 2065.01 310.05 640256.97

TOTAL (Carried Over to Summary of Civil Works) 5165360.00 0.00

B 4.0 CONCRETE WORKS

Providing and laying in position cement concrete of specified

1 4.1 grade excluding the cost of centering and shuttering - All work

up to plinth level :

1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40

mm nominal size)

1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40

mm nominal size)

1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20

mm nominal size)

Providing and laying damp-proof course 40mm thick with

2 4.10 cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded Sqm 135.55 410.85 55689.07

stone aggregate 20mm nominal size).

Extra for providing and mixing water proofing material in

3 4.12 cement concrete work in doses by weight of cement as per per 50 kg cement 34.70 18.15 629.80

manufacturer’s specification.

Applying a coat of residual petroleum bitumen of grade of VG-

4 4.13 10 of approved quality using 1.7 kg per square metre on damp Sqm 135.55 146.15 19810.05

proof course after cleaning the surface with brushes and finally

with a piece of cloth lightly soaked in kerosene oil.

Digitally signed by PRIYA

Extra for laying concrete in or under water and/or liquid mud

including cum per cost of pumping or bailing out water and

removing slush etc.complete.Note for item No. 4.15 :- The

quantity will be calculated by multiplying the depth measured

5 4.15 from the sub-soil water level up to centre of gravity meter depth 0.00 1098.80 0.00

of concrete under sub-soil water level with quantity of concrete

in cum executed under sub-soil water. The depth of centre of

gravity shall be reckoned correct to 0.1m. 0.05m or more shall

Making as 0.1m and less 50mm

protection than 0.05m

of cement concrete 1:3:6

(1 cement :3 coarse sand : 6graded stone aggregate 20mm

6 4.17 nominal size) over 75mm bed by dry brick ballast 40mm Sqm 243.00 749.30 182079.90

nominal size well rammed and consolidated and grouted with

fine sand including finishing the top smooth

TOTAL (Carried Over to Summary of Civil Works) 4268384.39 0.00

C 5.0 REINFORCED CEMENT CONCRETE WORK

Centering and shuttering including strutting, propping etc. and

removal of form for :

Foundations, footings, bases of columns, etc. for mass concrete.

Walls (any thickness) including attached pilasters, butteresses,

plinth and string courses etc.

Suspended floors, roofs, landings, balconies and access

d 5.9.4 Shelves (Cast in situ) Sqm 61.44 927.25 56971.35

Lintels, beams, plinth beams, girders, bressumers and

f 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. Sqm 6470.99 961.30 6220566.53

g 5.9.7 Stairs, (excluding landings) except spiral-staircases. Sqm 325.44 764.95 248945.33

Extra for additional height in centering, shuttering where ever

required with adequate bracing, propping etc., including cost of

h 5.11 de-shuttering and decentering at all levels, over a height of 3.5

m, for every additional height of 1 metre or part thereof (Plan

area to be measured).

Suspended floors, roofs, landing, beams and balconies (Plan

area to be measured)

Extra for shuttering in circular work (20% of respective

centering and shuttering items).

Small lintels not exceeding 1.5m clear span, moulding as in

j 5.9.15 cornices, window sills, string courses, bands, copings, bed Sqm 29.93 392.15 11738.13

plates, anchor blocks and the like.

k 5.9.16 Edges of slabs and breaks in floors and walls

l 5.9.19 Weather shade, Chajjas, corbels etc., including edges. Sqm 10.00 951.10 9511.00

(Providing and fixing Glass Reinforced Concrete (G.R.C) Jali in

approved size, pattern, design, thickness and color. The Screens

should be made from ‘53 grade’White Portland Cement

manufactured by ‘JK Cement’ or equivalent, Quartz, Fine Silica

Sand, Alkali Resistant Glass Fiber manufactured by ‘Saint

Gobain’ or equivalent, Super Plasticizers manufactured by

2 NSI ‘BASF’ or equivalent, Polymers manufactured by ‘BASF’ or Sqm 100.00 6705.15 670515.00

equivalent and U.V resistant Synthetic inorganic pigments

should be used for pigmentation manufactured by ‘BAYFERROX

(Germany)’ or equivalent. The material casting should take

place in Synthetic Rubber / FRP Mould manufactured by ‘Reckli’

or equivalent. The fixing of Jali should be ‘Dry fixing’ i.e. to be

done with MS/SS ‘L’ shaped Clamps, dash fasteners and pins etc

Reinforcement for R.C.C. work including straightening, cutting,

3 5.22 bending, placing in position and binding all complete upto plinth

& above plinth level.

Thermo-Mechanically Treated bars of grade Fe-500D or

Extra for laying reinforced cement concrete in or under water

and/ or liquid mud, including cost of pumping or bailing out

water and removing slush etc., complete. Note For Item No.

5.31:- The quantity will be calculated by multiplying the depth

measured from the subsoil water level up to the centre of

gravity of the R.C.C. under subsoil water with the quantity of

R.C.C. in cubic metre executed under subsoil water. The depth

of centre of gravity shall be reckoned correct to 0.1 m. 0.05 m

or more shall be taken as 0.1 m and less than 0.05 m ignored.

No extra payment shall be made for placing reinforcement or

centering & shuttering under sub - soil water conditions.

Digitally signed by PRIYA

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

5 5.33 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

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

a) 5.33.1 All works upto plinth level

Concrete of M25 grade with minimum cement content of 330

Concrete of M30 grade with minimum cement content of 350

Concrete of M35 grade with minimum cement content of 370

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

Concrete of M25 grade with minimum cement content of 330

Concrete of M30 grade with minimum cement content of 350

Concrete of M35 grade with minimum cement content of 370

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

above the specified cement content therein.

TOTAL (Carried Over to Summary of Civil Works) 111450790.30 670515.00

D 6.0 BRICK WORK

Brick work with common burnt clay F.P.S. (non modular) bricks

of class designation 7.5 in foundation and plinth in:

i 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) Cum 205.34 7370.65 1513489.27

Brick work with non modular fly ash bricks conforming to

2 6.34 IS:12894, class designation 10 average compressive strength in

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

i 6.34.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 1273.47 8752.55 11146119.62

Half brick masonry with non modular fly ash bricks of class

3 6.45 designation 10, conforming to IS : 12894, in super structure

above plinth and upto floor V level.

i 6.45.2 cement mortar 1:4 (1 cement : 4 coarse sand) Sqm. 900.00 1105.80 995220.00

Extra for providing and placing in position 2 Nos. 6mm dia. M.S.

4 6.15 bars at every third course of half brick masonry (with F.P.S. Sqm 900.00 104.80 94320.00

Brick edging 7cm wide 11.4 cm deep to plinth protection with

5 6.44 common burnt clay F.P.S. (non modular) bricks of class rmt 311.06 59.45 18492.64

designation 7.5 including grouting with cement mortar 1:4 (1

cement : 4 fine sand).

TOTAL (Carried Over to Summary of Civil Works) 13767641.52 0.00

E 8.0 MARBLE & GRANITE WORK

Providing and fixing 18mm thick gang saw cut ( premoulded and

prepolished) machine cut for kitchen platforms, vanity counters,

window sills , facias and similar locations of required size of

approved shade, colour and texture laid over 20mm thick base

1 8.2 cement mortar 1:4 (1 cement : 4 coarse sand) with joints

treated with white cement, mixed with matching pigment,

epoxy touch ups, including rubbing, curing, moulding and

polishing to edge to give high gloss finish etc. complete at all

a) 8.2.2 levels.

Granite of any colour and shade

i 8.2.2.1 Area of slab upto 0.50 Sqm.( For Counter) Sqm. 157.71 5413.50 853755.07

Extra for fixing marble / granite stone over and above

2 8.4 corresponding basic item, in facia and drops of width upto metre 121.28 568.55 68956.02

150mm with epoxy resin baesd adhesive including cleaning etc.

Extra for providing opening of required size & shape for wash

basins/ kitchen sink in kitchen platform, vanity counters and

3 8.5 similar location in marble/Granite/Stone work including each 65.00 978.70 63615.50

necessary holes for pillar taps etc. including rubbing and

polishing of cut edge etc. complete.

Digitally signed by PRIYA

Stone tile (polished) work for wall lining over 12 mm thick bed

of cement mortar 1:3 (1 cement : 3 coarse sand) and cement

slurry @ 3.3 kg/sqm including pointing in white cement

i 8.9.1.2 8mm thick, Granite of any colour and shade Sqm. 51.43 3617.55 186063.47

Providing and fixing stone slab with table rubbed, edges

rounded and polished, of size 75x50 cm deep and 1.8 cm thick,

fixed in urinal partitions by cutting a chase of appropriate width

5 8.10 with chase cutter and embedding the stone in the chase with

epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse

sand : 4 graded stone aggregate 6 mm nominal size) as per

direction of Engineer-in-charge and finished smooth.

i 8.10.2 Granite Stone of approved shade Sqm. 17.10 4051.85 69286.64

TOTAL (Carried Over to Summary of Civil Works) 1241676.70 0.00

F 9.0 WOOD & PVC WORK

Providing and fixing ISI marked flush door shutters conforming

to IS : 2202 (Part I) non-decorative type, core of block board

1 9.21 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 hinges

with necessary screws

Extra for providing lipping with 2nd class teak wood battens 25

2 9.23 mm minimum depth on all edges of flush door shutters (over all sqm 488.50 462.35 225856.13

area of door shutter to be measured).

Providing and fixing specified wood frame work consisting of

3 8.27 battens 50x25 mm fixed with rawl plug and drilling necessary

holes for rawl plug etc. including priming coat complete

i 8.27.1 Kiln seasoned and chemically treated hollock wood Cum 0.34 187277.65 63468.40

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

4 9.48 windows etc. with M.S. flats, square or round bars etc. including

priming coat with approved steel primer all complete.

i 9.48.1 Fixed to steel windows by welding kg 6312.81 219.10 1383136.67

Providing and fixing ISI marked oxidised M.S. sliding door bolts

with nuts and screws etc. complete :

Providing and fixing special quality bright finished brass

6 9.79 cupboard or ward robe locks with four levers of approved

quality including necessary screws etc. complete.

Providing and fixing 50 mm bright finished brass cup board or

wardrobe knob of approved quality with necessary screws.

Providing and fixing IS : 3564 marked Aluminium die cast body

8 9.83 tubular type universal hydraulic door closer with necessary each 330.00 1124.85 371200.50

accessories and screws etc. complete.

Providing and fixing aluminium tower bolts ISI marked anodised

9 9.97 (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 :

Providing and fixing aluminium handles of approved make

10 9.100 anodized (anodic coating not less than grade AC 10 as per IS :

1868) transparent or dyed to required colour or shade with

necessry screws etc. complete.

Providing and fixing aluminium hanging floor door stopper ISI

11 9.101 marked anodised (anodic coating not less than grade AC 10 as

per IS : 1868) transparent or dyed to required colour and shade

with necessary screws etc. complete.

i 9.101.1 Single rubber stopper each 285.00 39.60 11286.00

Providing & fixing bright finished brass 100 mm mortice latch

12 9.103 and lock ISI marked with six levers and a pair of anodised each 197.00 868.95 171183.15

(anodic coating not less than grade AC 10 as per IS :1868)

aluminium lever handles with necessary screws etc. complete.

Providing and fixing magnetic catcher of approved quality in

13 9.114 cupboard / ward robe shutters, including fixing with necessary

screws etc. complete.

i 9.114.2 Double strip (horizontal type) each 40.00 39.70 1588.00

Providing and fixing PVC rigid foam sheet 1 mm thick on existing

14 9.125 door shutters (bathroom and W.C. doors) using synthetic Sqm 70.88 1534.90 108786.04

rubber based adhesive.

Digitally signed by PRIYA

Providing and fixing cup board shutters 25 mm thick, with Pre-

laminated flat pressed three layer particle board or graded

wood particle board IS: 12823 marked, exterior grade (Grade l

15 9.129 Type ll), having one side decorative lamination and other side Sqm 108.28 2307.35 249830.63

balancing lamination, including IInd class teak wood lipping of

25 mm wide x12 mm thick with necessary screws and bright

finished stainless steel piano hinges, complete as per direction

of the Engineer-in-Charge

Providing and fixing factory made uPVC glazed/wire mesh

windows/doors comprising of lead free uPVC multi-chambered

frame, sash and mullion/coupler (where ever required)

extruded profiles having minimum wall thickness of 1.70 mm

for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4

profiles conforming to EN: 12608 in any shape, colour and

design duly reinforced with galvanized mild steel section made

of required shape & size as per CPWD Specification, uPVC

16 9.147A extruded glazing beads, interlocks and Inline sash adaptor

(where ever required) of appropriate dimension, EPDM gasket,

hardware, SS 304 grade fasteners of minimum 8 mm dia with

countersunk head, comprising of matching polyamide PA6

grade sleeve for fixing frame to finished wall as per IS 1367 :

Part 1 to 14, plastic packers, plastic caps and necessary stainless

steel screws etc. Profile of frame, sash & mullion (if required)

shall be mitred cut and fusion welded/mechanically jointed duly

sealed at all corners, including drilling of holes for fixing

hardware and drainage of water etc.

After fixing frame the gap between frame and adjacent finished

wall shall be filled with weather proof silicon sealant over

backer rod pf approved size and quality, all complete as per

approved drawing conforming to CPWD specification &

direction of Engineer-in-Charge.

Section of steel reinforcement and cross sections of uPVC

profiles to be as per design approved by Engineer-in-Charge.

Wire mesh / Glazing of plain/ toughened/ laminated/ double

glass unit with / without high performance coatings as per

design requirements and conforming to IS: 3548 & IS:16231

shall be paid separately.

Note:- Structural design proof checked from a Government

Engineering Institute, to be provided by the manufacturer for:

(i) Sites with basic wind speed > 45 m/sec as per IS 875 - Part 3

(ii) Sites with structure height more than 20m for all wind

Three track three panels sliding window with two glazed & one

a) 9.147.A4 wire mesh panels with Aluminium channel for roller track, wool

pile, nylon rollers with SS 304 body.

Using R2 series with frame (70mm & above) x (40mm & above)

i 9.147.A4.1 & both glazed and fly screen sash (25mm & above) x (50mm & Sqm 311.00 10993.55 3418994.05

above) with zinc alloy (zamak) powder coated touch locks with

hook. (Height upto 1.2 meter).

b) 9.147.C2 Fixed window / ventilator with mullion / transom.

Using R1 series with frame (33mm & above ) x (35mm & above)

i 9.147.C2.1 & mullion (33mm & above) x (50mm & above). (Height upto Sqm 16.38 9155.20 149962.18

Providing and fixing zinc alloyed (white powder coated) touch

17 9.150 lock for uPVC sliding window with necessary screws etc. Each 159.00 204.00 32436.00

Providing and fixing steel roller for uPVC sliding window with

necessary screws etc. complete.

Providing and fixing factory made single extruded WPC (Wood

Polymer Composite) solid door/window/Clerestory 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

17 26.86 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 5 mm 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

i payment on this account shall be made.

size 65 x 125 mm

Digitally signed by PRIYA

Providing and fixing factory made single extruded WPC (Wood

Polymer Composite) solid decorative type 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

18 26.88 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.

WPC to be laminated with PVC foil of minimum 14 microns thick

of approved design pasted with hot melt adhesive on both faces

of shutter 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

Providing and fixing fire resistant door frame of section 50 x 60

mm on horizontal side & 35 x 60 mm on vertical sides having

built in rebate made out of 1.6 mm thick GI sheet ( Zinc coating

not less than 120gm/m²) suitable for mounting 120 min Fire

Rated Glazed Door Shutters. The frame shall be filled with

Mineral wool Insulation having density min 96Kg/m³ . The frame

will have a provision of G.I. Anchor fastners 14 nos ( 5 each on

vertical style & 4 on horizontal style of size M10 x 80 ) suitable

for fixing in the opening along with Factory made Template for

SS Ball Bearing Hinges of Size 100x89x3mm for fixing of fire

rated glazed shutter . The frame shall be finished with a

approved fire resistant primer or Powder coating of not less

than 30 micron in desired shade as per the directions of

Engineer - in- charge . (Cost of SS ball bearing hinges is

Providing and fixing 60 mm thick glazed fire resistant door

shutters of 120 min Fire Rating confirming to IS:3614 (Part II) or

EN1634-1:1999, tested and certified as per laboratory approved

by Engineer-in-charge, with suitable mounting on door frame,

consisting of vertical styles, top rail & side rail 60 mm x 60 mm

wide and bottom rail of 110 mm x 60mm made out of 1.6mm

20 9.162 thick G.I. sheet (zinc coating not less than 120gm/m²) duly filled Sqm 47.36 12017.90 569138.00

mineral wool insulation having density min 96 kg/ m³ and fixing

with necessary stainless steel ball bearing hinges of size

100x89x3mm of approved make, including applying a coat of

approved fire resistant primer or powder coating not less than

30 micron etc all complete as per direction of Engineer-in-

charge (panelling to be paid for seperately).

Providing and fixing glazing in fire resistant door shutters, fixed

panels & partitions etc., with G.I. beading made out of 1.6 mm

thick G.I. sheet (zinc coating not less than 120 gm/m²) of size 20

x 33 mm screwed with M4 x 38 mm SS screws at distance 75

mm from the edges and 150 mm c/c , including applying a coat

of approved fire resistant primer/powder coating of not less

than 30 micron on G.I. beading, & special ceramic tape of 5 x 20

mm size etc complete in all respect as per NBC 2016, IS 16231

(Part 3):2016 and as per direction of Engineer-in-charge with

21 9.164 glass of required thickness having 120 minutes of fire resistance Sqm 7.10 43677.65 310270.00

both integrity & radiation control (EW120) and minimum 20

minutes of insulation (EI20). The manufacturer have to give test

report/certification of fire glass and the glass should have the

stamp showing the value of E, EW & EI. The glass shall be tested

in approved NABL accredited lab or by any other accreditation

body which operates in accordance with ISO/IEC 17011 and

accredits labs as per ISO/IEC 17025 for testing and calibration

scopes shall be eligible. The maximum glazing size shall not be

more than 1100x2200 mm (w x h) or 2.42 sqm.

Providing and fixing panic bar / latch (Double point) fitted with a

22 9.139 single body, Trim Latch & Lock on back side of the Panic Latch of Each 30.00 8366.15 250985.00

reputed brand and manufacture to be approved by the Engineer-

in- charge, all complete.

TOTAL (Carried Over to Summary of Civil Works) 9977192.88 0.00

G 10.0 STEEL WORK

Structural steel work riveted, bolted or welded in built up

1 10.2 sections, trusses and framed work, including cutting, hoisting, Kg 2465.05 133.70 329577.45

fixing in position and applying a priming coat of approved steel

primer all complete.

Digitally signed by PRIYA

Providing and fixing in position collapsible steel shutters with

vertical channels 20x10x2 mm and braced with flat iron

2 10.3 diagonals 20x5 mm size, with top and bottom rail of T-iron Sqm 22.50 11439.60 257391.00

40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts,

nuts, locking arrangement, stoppers, handles, including applying

a priming coat of approved steel primer.

Providing and fixing 1mm thick M.S. sheet door with frame of

3 10.5 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the

junctions and corners, all necessary fittings complete, including

applying a priming coat of approved steel primer.

i 10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces Sqm 12.60 5804.35 73134.81

Providing and fixing M.S. Tubular frames for doors, windows,

ventilators and cupboard with rectangular/ L-Type sections,

4 10.15 made of 1.60 mm thick M.S. Sheet, joints mitred, welded and

grinded finish, with profiles of required size, including fixing of

necessary butt hinges and screws and applying a priming coat of

approved steel primer.

Fixing with 15x3 mm lugs 10 cm. long embedded in cement

i 10.15.1 concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse Kg 2929.99 195.20 571934.05

sand : 6 graded stone aggregate 20 mm nominal size).

Steel work welded in built up sections/ framed work including

5 10.25 cutting, hoisting, fixing in position and applying a priming coat

of approved steel primer using structural steel etc. as required

In stringers, treads, landings etc. of stair cases including use of

chequered plate wherever required, all complete.

In gratings, frames, guard bar, ladder, railings, brackets, gates

and similar works.

Providing & fixing fly proof wire gauze to windows, clerestory

6 10.29 windows & doors with M.S. Flat 15x3 mm and nuts & bolts

Stainless steel (grade 304) wire gauze of 0.5 mm dia wire

and 1.4 mm aperture on both sides

Providing and fixing carbon steel galvanised ( minimum coating

5 micron) dash fastener of 10 mm dia double threaded 6.8

7 10.27 grade (yield strength 480 N/mm2), counter sunk head,

comprising of 10 m dia polyamide PA 6 grade sleeve, including

drilling of hole in frame , concrete/ masonry, etc. as per

direction of Engineer-in-charge.

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 necessary accessories

7 10.28 & stainless steel dash fasteners , stainless steel bolts etc., of kg 48.25 772.40 37268.30

required size, 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

TOTAL (Carried Over to Summary of Civil Works) 2934860.96 0.00

H 11.0 FLOORING WORK

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4

1 11.3 graded stone aggregate) finished with a floating coat of neat

cement, including cement slurry, but excluding the cost of

nosing of steps etc. complete.

i 11.3.1 40 mm thick with 20 mm nominal size stone aggregate Sqm 25.00 614.20 15355.00

Chequerred precast cement concrete tiles 22 mm thick in

footpath & courtyard, jointed with neat cement slurry mixed

2 11.20 with pigment to match the shade of tiles, including rubbing and

cleaning etc. complete, on 20 mm thick bed of cement mortar

1:4 (1 cement: 4 coarse sand).

i 11.20.1 Light shade pigment using white cement Sqm 39.21 1402.00 54972.42

Extra for pre finished nosing to treads of steps of kota/Sand

Extra for kota/Sand stone flooring in treads of steps and risers

using single length up to 1.05 metre.

Kota stone slab flooring over 20 mm (average) thick base laid

over and jointed with grey cement slurry mixed with pigment to

5 11.26 match the shade of the slab including rubbing and polishing

complete with base of cement mortar 1 : 4 (1 cement : 4

Kota stone slabs 20 mm thick in risers of steps, skirting, dado

and pillars laid on 12 mm (average) thick cement mortar 1:3 (1

6 11.27 cement 3 coarse sand) and jointed with grey cement slurry Sqm 157.17 2354.70 370085.84

mixed with pigment to match the shade of the slabs, including

rubbing and polishing complete.

Digitally signed by PRIYA

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

7 8.31 Engineerin- Charge, in skirting, risers of steps and dados, over Sqm 897.98 1267.95 1138587.40

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

Providing complete.

and laying Ceramic glazed floor tiles of size 300x300

mm (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,

8 11.38 laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Sqm 260.27 1315.30 342334.64

sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including

pointing the joints with white cement and matching pigments

etc., complete.

Providing and laying Vitrified tiles in floor in different sizes

(thickness to be specified by the manufacturer) with water

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

approved brand & manufacturer, in all colours and shade, laid

on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand)

jointing with grey cement slurry @3.3 kg/sqm including grouting

the joints with white cement and matching pigments etc. The

tiles must be cut with the zero chipping diamond cutter only .

Laying of tiles will be done with the notch trowel, plier, wedge,

clips of required thickness, leveling system and rubber mallet

a) 11.41A.1 for placing

Double the tiles

vitrified tileand easily.finish of size

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

10 11.46 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.

Providing and fixing 10 mm thick acid and/or alkali resistant

tiles of approved make and colour using acid and/or alkali

11 11.21 resisting mortar bedding, and joints filled with acid and/or alkali

resisting cement as per IS : 4457, complete as per the direction

of Engineer-in- Charge.

In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof

cement : 4 coarse sand) Acid and alkali resistant tile

Providing and laying 60mm thick factory made cement concrete

interlocking paver block of M -30 grade made by block making

machine with strong vibratory ompaction, of approved size,

12 16.68 design & shape, laid in required colour and pattern over and Sqm 888.54 972.00 863660.61

including 50mm thick compacted bed of coarse sand, filling the

joints with fine sand etc. all complete as per the direction of

Engineer-in-charge.

Providing and laying Polished Granite stone flooring in required

design and patterns, in linear as well as curvilinear portions of

the building all complete as per the architectural drawings with

18 mm thick stone slab over 20 mm (average) thick base of

13 11.56 cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed 0.00

with cement slurry and pointing with white cement slurry

admixed with pigment of matching shade including rubbing,

curing and polishing etc. all complete as specified and as

Polished by the Engineer-in-Charge.

Granite stone slab colour of Black, Cherry/Ruby

Red or equivalent

TOTAL (Carried Over to Summary of Civil Works) 11254709.89 0.00

I 12.0 ROOFING

Providing and laying gola 75x75mm in cement concrete M15

1 12.21 grade including finishing with cement mortar 1:3 (1 cement : 3 rmt. 896.92 305.15 273695.75

fine sand) as per standard design in 75x75 mm deep chase.

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

2 12.22 x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 each 27.00 298.25 8052.75

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 Type A, including jointing

3 12.41 with seal ring conforming to IS : 5382, leaving 10 mm gap for

thermal expansion,

(i) Single socketed pipes.

Digitally signed by PRIYA

Providing and fixing on wall face unplasticised - PVC moulded

fittings/ accessories for unplasticised Rigid PVC rain water pipes

4 12.42 conforming to IS : 13592 Type A, including jointing with seal ring

conforming to IS : 5382, leaving 10 mm gap for thermal

a) 12.42.1 Coupler

c) 12.42.6 Shoe (Plain)

Providing and laying brick tiles over mumty roofs, grouted with

cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of

5 12.19 integral water proofing compound by weight of cement, over 12

mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and

With common burnt clay F.P.S. (non modular) brick tiles of class

Providing and fixing false ceiling at all height including providing

and fixing of frame work made of special sections, power

pressed from M.S. sheets and galvanized with zinc coating of

120 gms/sqm (both side inclusive) as per IS : 277 and consisting

of angle cleats of size 25 mm wide x 1.6 mm thick with flanges

of 27 mm and 37mm, at 1200 mm centre to centre, one flange

fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long

with 6mm dia bolts, other flange of cleat fixed to the angle

hangers of 25x10x0.50 mm of required length with nuts & bolts

of required size and other end of angle hanger fixed with

6 12.45 intermediate G.I. channels 45x15x0.9 mm running at the spacing

of 1200 mm centre to centre, to which the ceiling section 0.5

mm thick bottom wedge of 80 mm with tapered flanges of 26

mm each having lips of 10.5 mm, at 450 mm centre to centre,

shall be fixed in a direction perpendicular to G.I. intermediate

channel with connecting clips made out of 2.64 mm dia x 230

mm long G.I. wire at every junction, including fixing perimeter

channels 0.5 mm thick 27 mm high having flanges of 20 mm and

30 mm long, the perimeter of ceiling fixed to wall/partition with

the help of rawl plugs at 450 mm centre, with 25mm long dry

wall screws @ 230 mm interval,

including fixing of gypsum board to ceiling section and

perimeter channel with the help of dry wall screws of size 3.5 x

25 mm edges of the board with recommended jointing

compound , jointing tapes , finishing with jointing compound in

3 layers covering upto 150 mm on both sides of joint and two

coats of primer suitable for board, all as per manufacturer's

specification and also including the cost of making openings for

light fittings, grills, diffusers, cutouts made with frame of

perimeter channels suitably fixed, all complete as per drawings,

specification and direction of the Engineer in Charge but

excluding the cost of painting with : at 230 mm c/c, including

jointing and finishing to a flush finish of tapered and square

i 12.45.3 12.5 mm thick tapered edge gypsum moisture resistant board. Sqm 172.83 1529.10 264266.71

Providing and fixing precoated galvanised iron profile sheets

(size, shape and pitch of corrugation as approved by Engineer-in-

charge) 0.50 mm (+ 0.05 %) total coated thickness 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

7 12.50 guard film of 25 microns minimum to avoid scratches during Sqm 75.69 738.65 55908.42

transportation and should be supplied in single length upto 12

metre or as desired by Engineerin-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

Providing and fixing precoated galvanised steel sheet roofing

accessories 0.50 mm (+ 0.05 %) total coated thickness, 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 using self drilling/ self tapping

screws complete :

ii 12.51.2 Flashings/ Aprons.( Upto 600 mm) metre 20.40 485.60 9906.24

TOTAL (Carried Over to Summary of Civil Works) 1807737.76 0.00

J 13.0 FINISHING WORK

1 13.4 12 mm cement plaster of mix :

Digitally signed by PRIYA

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

3 13.6 20 mm cement plaster of mix :

18 mm cement plaster in two coats under layer 12 mm thick

4 13.12 cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 Sqm. 105.00 537.45 56432.25

mm thick cement plaster 1:3 (1

cement : 3 coarse sand) finished rough with sponge.

5 13.16 6 mm cement plaster of mix :

Extra for providing and mixing water proofing material in

per bag of 50KG

6 13.21 cement plaster work in proportion recommended by the 3866.47 22.10 85448.91

Cement Used in Mix

Extra for plastering exterior walls of height more than 10 m

7 13.22 from ground level for every additional height of 3 m or part Sqm 3670.53 87.10 319703.00

Distempering with oil bound washable distemper of approved

brand and manufacture to give an even shade :

New work (two or more coats) over and including water

tinnable priming coat with cement primer

Wall painting with acrylic emulsion paint, having VOC (Volatile

Organic Compound ) content less than 50 grams/ litre, of

9 13.82 approved brand and manufacture, including applying additional

coats wherever required, to achieve even shade and colour.

10 MR Finishing walls with textured exterior paint of required shade :

DURAFINE ROLLER FINISH

Providing and applying 1 coat of Roller texture in approved Sqm 8498.63 347.25 2951148.57

shade over a coat of acrylic primer along with repair check with

exterior grade putty as directed by Engineer-In-Charge.

Painting with synthetic enamel paint of approved brand and

manufacture of required colour to give an even shade :

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

i 13.62.1 shade with ordinary paint of approved brand and manufacture Sqm 2105.72 226.25 476419.15

Applying priming coats with primer of approved brand and

12 13.85 manufacture, having low VOC (Volatile Organic Compound )

With ready mixed pink or grey primer on wood work (hard and

soft wood) having VOC content less than 50 grams/ litre

With water thinnable cement primer on wall surface having

VOC content less than 50 grams/litre

Providing and applying white cement based putty of average

13 13.80 thickness 1 mm, of approved brand and manufacturer, over the Sqm 4200.40 156.05 655472.15

plastered wall surface to prepare the surface even and smooth

Add for plaster drip course/ groove in plastered surface or

moulding to R.C.C. projections.

TOTAL (Carried Over to Summary of Civil Works) 14109870.77 2951148.57

K 21.0 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, fixed with

rawl plugs and screws or with fixing clips, or with expansion

hold fasteners including necessary filling up of gaps at junctions,

1 21.1 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) :

a) 21.1.1 For fixed portion.

Powder coated aluminium (minimum thickness of powder

coating 50 micron)

For shutters of doors, windows & ventilators including providing

and fixing hinges/ pivots and making provision for fixing of

b) 21.1.2 fittings wherever required including the cost of EPDM rubber /

neoprene gasket required (Fittings shall be paid for separately)

Powder coated aluminium (minimum thickness of powder

coating 50 micron)

Digitally signed by PRIYA

Providing and fixing 12 mm thick prelaminated particle board

flat pressed three layer or graded wood particle board

2 21.2 conforming to IS: 12823 Grade l Type ll, in panelling fixed in

aluminum doors, windows shutters and partition frames with

C.P. brass / stainless steel screws etc. complete as per

architectural drawings and directions of engineer-in-charge.

Pre-laminated particle board with decorative lamination on

Providing and fixing glazing in aluminium door, window,

ventilator shutters and partitions etc. with EPDM rubber /

3 21.3 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):

With float glass panes of 4.0 mm thickness (weight not less than

With float glass panes of 5 mm thickness (weight not less than

Filling the gap in between aluminium frame and adjacent

RCC/Brickwork/ Stone Work by providing weather silicon

sealant over backer rod of approved quality as per architectural

drawings and direction of Engineer-in-charge

i 21.8.1 Upto 5mm depth and 5mm width metre 2054.98 96.75 198819.51

Providing and fixing anodised aluminium grill (anodised

transparent or dyed to required shade according to IS: 1868

with minimum anodic coating

of grade AC 15) of approved design/pattern, with approved

standard section and fixed to the existing window frame with

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

including cutting the grill to proper opening size for fixing and

operation of handles and fixing approved anodised aluminium

standard section around the opening, all complete

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

Providingof grill

and to be measured

supplying for payment).

aluminium extruded tubular and other

aluminium sections as per the architectural drawings and

approved shop drawings , the aluminium quality as per grade

6063 T5 or T6 as per BS 1474,including super durable powder

6 25.1 coating of 60-80 microns conforming to AAMA 2604 of required Kg 1067.04 414.30 442074.67

colour and shade as approved by the Engineer-in-Charge. ( The

item includes cost of material such as cleats, sleeves, screws

etc. necessary for fabrication of extruded aluminium frame

work. Nothing extra shall be paid on this account).

Designing, fabricating, testing, protection, installing and fixing in

7 25.2 position semi (grid) unitized system of structural glazing (with

open joints) for linear as well as curvilinear portions of the

building for all heights and all levels including:

(a) Structural analysis, design and preparation of shop drawings

for the specified design loads conforming to IS 875 part III (the

system must passed the proof test at 1.5 times design wind

pressure without any failure), including functional design of the

aluminum sections for fixing glazing panels of various

thicknesses, aluminium cleats, sleeves and splice plates etc.

gaskets, screws, toggles, nuts, bolts, clamps etc., structural and

weather silicone sealants, flashings, fire stop (barrier)-cum-

smoke seals, microwave cured EPDM gaskets for water

tightness, pressure equalisation & drainage and protection

(b) fire hazard

Fabricating andincluding:

supplying serrated M.S. hot dip galvanised /

Aluminium alloy of 6005 T5 brackets of required sizes, sections

and profiles etc. to accommodate 3 Dimentional movement for

achieving perfect verticality and proper fixing of structural

ii glazing system with the RCC/ masonry/structural steel

framework of building structure, using stainless steel anchor

fasteners/ bolts, nylon seperator to prevent bimetallic contacts

with nuts and washers etc. of stainless steel grade 316, of the

required capacity

(c) Providing and in two

and filling, required

pump filled, structural silicone

sealant and one part weather silicone sealant compatible with

the structural silicone sealant of required bite size in a clean

iii and controlled factory / work shop environment , including

double sided spacer tape, setting blocks and backer rod, all of

approved grade, brand and manufacturer, as per the approved

sealant design, within and all around the perimeter for holding

(d) Providing and fixing in position flashings of solid aluminium

sheet 1 mm thick and of sizes, shapes and profiles, as required

iv as per the site conditions, to seal the gap between the building

structure and all its interfaces with curtain glazing to make it

Digitally signed by PRIYA

(e) Making provision for drainage of moisture/ water that

enters the curtain glazing system to make it watertight, by

v incorporating principles of pressure equalization, providing

suitable gutter profiles at bottom (if required), making

necessary holes of required sizes and of required numbers etc.

This item includes cost of all inputs of designing, labour for

fabricating and installation of aluminium grid, installation of

glazed units, T&P, scaffolding and other incidental charges

including wastages etc., enabling temporary structures and

services, cranes or cradles etc. as described above and as

specified. The item includes the cost of getting all the structural

and functional design checked and all the shop drawings vetted

by the Principals of the structural glazing system.

The item also includes 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

structural glazing as specified, cleaning and protection till the

handing over of the building for occupation. In the end, the Sqm 133.38 3510.50 468230.49

Contractor shall provide a water tight structural glazing having

all the performance characteristics etc. all complete as

required, as per the Architectural drawings, as per item

description, as specified, as per the approved shop drawings

and as directed

Providing, by the Engineer-in-Charge.

assembling and supplying vision glass panels (IGUs)

comprising of hermetically-sealed 6-12-6 mm insulated glass

(double glazed) vision panel units of size and shape as required

and specified, comprising of an outer high performance heat

strengthened float glass 6mm thick, of approved colour and

shade with reflective soft coating on surface # 2 of approved

colour and shade, an inner Heat strengthned clear float glass

6mm thick, spacer tube 12mm wide, dessicants, including

8 25.3 primary seal and secondary seal (structural silicone sealant) etc.

all complete for the required performances, as per the

Architectural drawings, as per the approved shop drawings, as

specified and as directed by the Engineer-in-Charge. The IGUs

shall be assembled in the factory/ workshop of the glass

processor. (Payment for fixing of IGU Panels in the curtain

glazing is included in cost of item No.1) For payment, only the

actual area of glass on face # 1 of the glass panels (excluding the

areas of the grooves and weather silicone sealant) provided and

(i) Coloured tinted float glass 6mm thick substrate with

reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat

Strengthened clear Glass of approved make having properties

i as visible Light transmittance (VLT) of 25 to 35 %, Light Sqm. 133.38 3718.70 496000.21

reflection internal 10 to 15%, light reflection external 10 to 20

%, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3

W/m2 degree K etc.

TOTAL (Carried Over to Summary of Civil Works) 6135257.71 0.00

L 22.0 WATER PROOFING

Providing and laying water proofing treatment to vertical and

1 22.3 horizontal surfaces of depressed portions of W.C., kitchen and

the like consisting of :

(i) Ist course of applying cement slurry @ 4.4 Kg/sqm mixed

with water proofing compound conforming to IS 2645 in

recommended proportions including rounding off junction of

vertical and horizontal surface. (ii) IInd course of 20mm cement

plaster 1:3 (1 cement : 3 coarse sand) mixed with water

proofing compound in recommended proportion including

rounding off junction of vertical and horizontal surface. (iii) IIIrd

course of applying blown or residual bitumen applied hot at 1.7

Kg. per sqm of area. (iv) 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.)

Supplying and Stacking Filling sunken floor with over burnt

2 16.3.4 jhama brick aggregate 120mm to 40mm including compacting Cum 50.95 798.10 40667.14

of materials complete as specified and directed for all levels.

Digitally signed by PRIYA

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

3 22.7 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

(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

Engineerin- 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 Engineerin- 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

With average thickness of 120 mm and minimum thickness at

khurra as 65 mm.

Providing and applying integral crystalline slurry of hydrophilic

in nature for waterproofing treatment to the RCC structures like

retaining walls of the basement, water tanks, roof slabs,

podiums, reservior, sewage & water treatment plant, tunnels /

subway and bridge deck etc., prepared by mixing in the ratio of

5 : 2 (5 parts integral crystalline slurry : 2 parts water) for

vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1

part water) for horizontal surfaces and applying the same from

4 22.23 negative (internal) side with the help of synthetic fiber brush.

The material shall meet the requirements as specified in ACI-

212-3R-2010 i.e by reducing permeability of concrete by more

than 90% compared with control concrete as per DIN 1048 and

resistant to 16 bar hydrostatic pressure on negative side. The

crystalline slurry shall be capable of self-healing of cracks up to

a width of 0.50 mm. The work shall be carried out all complete

as per specification and the direction of the engineer-in-charge.

The product performance shall carry guarantee for 10 years

against any leakage.

i 22.23.1 For vertical surface two coats @ 0.70 kg per sqm per coat Sqm 276.51 472.90 130760.92

ii 22.23.2 For horizontal surface one coat @1.10 kg per sqm. Sqm 178.69 362.80 64826.92

TOTAL (Carried Over to Summary of Civil Works) 3276190.30 0.00

M 24 SIGNAGES

Principal Cabin / HR & Admin/ Meeting

Room / Cabin / Stationary / Store room / Server / ups /

electrical room / G.Toilet & Ladies Toilet with symbol /Pantry /

Fire exist/rest room or for anyother area as per the direction of

1 NSI EIC. The SS plate shall be 304 grade of approved shape as per Sqm 3.60 2205.10 7938.36

drawing. single color/Multi color engraved signage Font and

letter sizing shall be got aproved by the architect-sample shall

be submitted. Rate shall include all hardware and necessary

arrangement for fixing.

Building Signage

Supply Installation Testing & Commissioning of Exterior Signage -

laser machine cut sheet mounted on a suitable base shall be

povided with povision of lighting fom the back and inclusive of a

proper fixing arrangement which shall be got appoved by EIC.

2 NSI the Letters shall be of any font type and style and nothing shall nos 1.00 185130.60 185130.60

be paid extra on this account. Acrylic box to be made with led

modules running inside it which shall be suitably fixed with MS

famewok. The shop dawings shall be prepared and got appoved

from the consultant before commencement of the of the work.

(Carried Over- 4toft Summary of Civil Works) 0.00 193068.96

Digitally signed by PRIYA

External Façade (NON-COMBUSTABLE COLOUR COMPRESSED

PANEL/CLADDING)

Supply & Installation of 8mm thick premium non-combustible

mineral façade panels with hydrophobic coating, of 1600 KG/M³

density, factory-finished in integral through-coloured shade

with brushed or sand blasted architectural texture as approved,

suitable for high-performance external façade applications. The

façade panels shall comply with CE Certification as per EN

12467, Type A, Class 4, as applicable to fibre-cement flat sheets

for external applications, and shall demonstrate the required

performance for durability, dimensional stability, water-related

performance and resistance to environmental exposure in

accordance with the applicable provisions of the standard.

Panels shall be installed as a concealed mechanically fixed

undercut or concealed rainscreen cladding system using

corrosion-resistant sub-framing, concealed clips/fasteners,

brackets and approved accessories, with no exposed screws or

visible mechanical fixings on the finished façade. System shall

provide high resistance to UV radiation, weathering, moisture,

dimensional movement and thermal cycling, and shall be

suitable for long-term exterior exposure.

Panels shall be non-combustible and comply with applicable fire-

performance requirements including Class A1 in accordance

with EN 13501-1, with factory-controlled colour and surface

finish. Complete system shall include necessary sub-frame,

concealed fixing components, brackets, fasteners, joint

NSI treatment, trims, flashings, sealants and accessories, including sqm 170.00 9800.00 1666000.00

cutting, fabrication, alignment and installation, complete as per

approved shop drawings and manufacturer's recommendations.

The façade panels shall have a minimum density of 1600 KG/M³

and shall be supported by relevant manufacturer's technical

documentation and test certificates demonstrating compliance

with CE Certification as per EN 12467 Type A, Class 4, EN 13501-

1 Class A1, and other specified performance requirements.

Minimum 15-year exterior product and finish warranty shall be

provided against significant colour deterioration, surface

degradation and manufacturing defects.

Approved makes: ALEX, JAMES HARDIE, EQUITONE

The item rate shall be inclusive of all costs towards supply,

transportation to site, unloading, handling, fabrication, cutting,

concealed fixing and completion of the façade cladding system.

Scaffolding, staging and other temporary access arrangements,

wherever required, shall be measured and paid for separately

as per the applicable DSR item.

Any additional aluminium sub-structure, support framework or

secondary framing required specifically for strengthening,

levelling or preparation of the existing/base wall to make it

suitable for installation of the façade cladding system shall be

measured and paid for separately under the relevant DSR item.

TOTAL (Carried Over to Summary of Civil Works) 1666000.00

O Expansion Joint

Wall to Wall / Ceiling to Ceiling

Providing and fixing of Cameo Inc expansion joint system with

Wall location. The joint system will be of extruded aluminum base

members, self-aligning / self centering arrangement and support

plates etc. as per ASTM 6063. The system shall be such that it

provides wall to wall /wall corner expansion control system for

various vertical location in load application areas that

accommodates multi directional seismic movement without

stress to its components. System shall consist of metal profiles

with minimum symmetric visible surface, a universal aluminum

base member designed to accommodate various project RM 300.00 3600.00 1080000.00

conditions and finish. The system will be pre-engineered self-

centering arrangement that freely rotates / moves in all

directions. The Self centering bar arrangement shall exhibit

circular sphere ends that lock and slide inside the corresponding

aluminum extrusion cavity and flexure in all directions including

vertical displacement. Provision of Moisture Barrier Membrane in

the Joint System to have watertight joint is mandatory

requirement all as per the manufactures design. (Material shall

confirm to ASTM 6063.)

Digitally signed by PRIYA

Providing & Fixing of Expansion Joint system related with the

Floor to Floor/ Floor to Wall Expansion Joint Cover for 50-75mm

Expansion Joints Aluminium Covers Profiles, having a Hard

Wearing, Maintenance Free, long Lasting design. The surface of

the Exp. Joint Covers should have Serrated Surface for Skid

Resistance and should be ADA Compliant. The exposed surface

minimum Aluminum.The design of the Exp. Joint Cover System

should be such that it should avoid any accumulation of dirt. The

Exp. Joint Cover should have an Articulated Telescope Design

so as to accommodate the movements in 3 directions. The

system should be in alloy 6063 T66 in Mill finish

The installation Height should be 35 mm. The system can be

used for standard Rolling loads of private Cars or Cart wheel

loads. The extrusion should be as ASTM 6063 T66 standards.

The System shall be such that it will be flushed with the finish .

Provision of Moisture Barrier Membrane in the Joint System to

have watertight joint is mandatory requirement all as per the

manufactures design and as approved by the Engineer-in-

Roof to Roof 50mm expansion gap HN Series with Protection

Providing and fixing of Compression Seal made of EPDM is

flexible wall plugging section is made of extruded EPDM and is

suitable for Roof. The compression seal should have a hardness

shore of minmum 60. The miniumum elongation of the seal

should be 150%. The seal whould have grooves to take the

adhesive for bonding with the concrete/RCC. The Compression

Seal is suitable for 25 and 50mm Gap sizes. The Compression

Seal is glued with epoxy/PU adhesive on both the side and

inserted inside the gap by squeezing it from both the top and then

releasing once inserted.Approved

TOTAL (Carried Over to Summary of Civil Works) 0.00 2108750.00

Total of DSR & NDSR 192979155.73

Digitally signed by PRIYA

PROJECT :- CONSTRUCTION OF SCHOOL BUILDING FOR KENDRIYA VIDYALAYA AT DHARBHANGA

SUMMARY - CIVIL WORKS

BUILDING - TYPE 3 QTR

Sl. No. DSR-2023 DESCRIPTION DSR AMOUNT NON DSR AMOUNT

A 2.0 EARTH WORKS 2,31,031.14 -

B 4.0 CONCRETE WORKS 1,87,621.23 -

C 5.0 REINFORCED CEMENT CONCRETE 61,03,122.27 -

E 8.0 MARBLE & GRANITE WORK 1,30,286.68 -

F 9.0 WOOD & PVC WORK 11,76,634.02 -

K 22.0 WATER PROOFING 2,98,982.78 -

GRAND TOTAL 1,57,13,880.54

GRAND TOTAL 1,57,13,880.54

Digitally signed by PRIYA

PROJECT :- CONSTRUCTION OF SCHOOL BUILDING FOR KENDRIYA VIDYALAYA AT DHARBHANGA

BOQ CIVIL WORKS

BUILDING - TYPE 3 QTR

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. DSR Amount NDSR RATE NDSR Amount

A 2.0 EARTH WORKS

Earth work in excavation by mechanical means

(Hydraulic excavator) / manual means in foundation

trenches or drains (not exceeding 1.5 m in width or

1 2.8 10 sqm on plan), including dressing of sides and

ramming of bottoms, lift upto 1.5 m, including getting

out the excavated soil and disposal of surplus

excavated soil as directed, within a lead of 50m.

i 2.8.1 All kinds of soil. Cum. 255.12 260.30 66407.74

Extra for every additional lift of 1.5 m or part thereof

i 2.26.1 All kinds of soils Cum 63.78 126.80 8087.30

3 2.24 Extra rates for quantities of works, executed :

In or under water and/or liquid mud, including

pumping out water as required.(Note for item no.

2.24:- The extra percentage rate is applicable in

respect of each item but limited to quantities of work

executed in these difficult conditions. The unit,

i 2.24.1 namely, metre depth, to be considered for payment, 63.78 25.36 1617.46

shall be the depth measured from the sub soil water

level upto the centre of gravity of the quantity

executed in difficult conditions. The depth shall be

reckoned correct to 0.1 metre. 0.05 metre or more

shall be taken as 0.1 metre and less than 0.05 metre

Excavating trenches of required width for pipes,

cables, etc. including excavation for sockets, and

4 2.10 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 exc

a 2.10.1 All kinds of soil.

Pipes, cables, etc. exceeding 80mm dia but not

exceeding 300mm dia.

Filling available excavated earth (excluding rock) in

trenches, plinth, sides of foundations etc. in layers

5 2.25 not exceeding 20cm in depth, consolidating each Cum. 216.57 196.00 42448.01

deposited layer by ramming and watering, lead up to

50 m and lift upto 1.5 m.

Carriage of Earth by mechanical transport including

6 1.1.2 loading, unloading and Stacking including royalty & Cum. 38.55 326.68 12593.02

carriage up to 5 KM complete.

Supplying and filling in plinth with river sand under

7 2.27 floors including, watering, ramming consolidating and Cum. 16.58 2123.75 35217.08

dressing complete.

Supplying chemical emulsion in sealed containers

including delivery as specified

Chlorpyriphos/ Lindane emulsifiable concentrate of

9 Anti termite treatment

Diluting and injecting chemical emulsion for POST-

2.35 CONSTRUCTIONAL anti-termite treatment (excluding

the cost of chemical emulsion) :

Treatment of soil under existing floors using chemical

emulsion @ one litre per hole, 300 mm apart

a) 2.35.3 including drilling 12 mm diameter holes and plugging

with cement mortar 1 :2 (1 cement : 2 Coarse sand)

to match the existing floor :

With Chlorpyriphos/Lindane E.C. 20% with 1%

TOTAL (Carried Over to Summary of Civil Works) 231031.14 0.00

Digitally signed by PRIYA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. DSR Amount NDSR RATE NDSR Amount

B 4.0 CONCRETE WORKS

Providing and laying in position cement concrete of

1 4.1 specified grade excluding the cost of centering and

shuttering - All work up to plinth level :

1:4:8 (1 cement : 4 coarse sand : 8 graded stone

aggregate 40 mm nominal size)

1:2:4 (1 cement : 2 coarse sand : 4 graded stone

aggregate 20 mm nominal size)

Providing and laying damp-proof course 40mm thick

2 4.10 with cement concrete 1:2:4 (1 cement : 2 coarse sand Sqm 30.22 410.85 12417.65

: 4 graded stone aggregate 20mm nominal size).

Extra for providing and mixing water proofing

material in cement concrete work in doses by weight per 50 kg

of cement as per manufacturer’s specification. cement

Applying a coat of residual petroleum bitumen of

grade of VG-10 of approved quality using 1.7 kg per

4 4.13 square metre on damp proof course after cleaning Sqm 39.42 146.15 5761.67

the surface with brushes and finally with a piece of

cloth lightly soaked in kerosene oil.

Extra for laying concrete in or under water and/or

liquid mud including cum per cost of pumping or

bailing out water and removing slush

etc.complete.Note for item No. 4.15 :- The quantity

will be calculated by multiplying the depth measured

from the sub-soil water level up to centre of gravity

of concrete under sub-soil water level with quantity

of concrete in cum executed under sub-soil water.

The depth of centre of gravity shall be reckoned

correct to 0.1m. 0.05m or more shall be taken as

Makingandplinth

less than 0.05m ignored.

protection 50mm thick of cement

concrete 1:3:6 (1 cement :3 coarse sand : 6graded

6 4.17 stone aggregate 20mm nominal size) over 75mm bed Sqm 65.92 749.30 49390.86

by dry brick ballast 40mm nominal size well rammed

and consolidated and grouted with fine sand

including finishing the top smooth

TOTAL (Carried Over to Summary of Civil Works) 187621.23 0.00

C 5.0 REINFORCED CEMENT CONCRETE WORK

Centering and shuttering including strutting, propping

etc. and removal of form for :

Foundations, footings, bases of columns, etc. for mass

Suspended floors, roofs, landings, balconies and

access platform.

c 5.9.4 Shelves (Cast in situ) Sqm 19.68 927.25 18248.28

Lintels, beams, plinth beams, girders, bressumers and

e 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. Sqm 411.65 961.30 395714.34

f 5.9.7 Stairs, (excluding landings) except spiral-staircases. Sqm 34.98 764.95 26761.01

Small lintels not exceeding 1.5m clear span, moulding

g 5.9.15 as in cornices, window sills, string courses, bands, Sqm 36.13 392.15 14166.81

copings, bed plates, anchor blocks and the like.

h 5.9.16 Edges of slabs and breaks in floors and walls

Weather shade, Chajjas, corbels etc., including edges.

Digitally signed by PRIYA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. DSR Amount NDSR RATE NDSR Amount

Reinforcement for R.C.C. work including

2 5.22 straightening, cutting, bending, placing in position

and binding all complete upto plinth & above plinth

i 5.22.6 Thermo-Mechanically Treated bars. kg 25000.95 107.85 2696351.92

Extra for laying reinforced cement concrete in or

under water and/ or liquid mud, including cost of

pumping or bailing out water and removing slush etc.,

complete. Note For Item No. 5.31:- The quantity will

be calculated by multiplying the depth measured

from the subsoil water level up to the centre of

3 5.31 gravity of the R.C.C. under subsoil water with the Cum 45.47 1098.80 49963.53

quantity of R.C.C. in cubic metre executed under

subsoil water. The depth of centre of gravity shall be

reckoned correct to 0.1 m. 0.05 m or more shall be

taken as 0.1 m and less than 0.05 m ignored. No extra

payment shall be made for placing reinforcement or

centering & shuttering under sub - soil water

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:

4 5.33 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

a) 5.33.1 All works upto plinth level

Concrete of M25 grade with minimum cement

content of 330 kg /cum

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

5.33.2.1 Concrete of M25 grade with minimum cement

content of 330 kg /cum

TOTAL (Carried Over to Summary of Civil Works) 6103122.27 0.00

D 6.0 BRICK WORK

Brick work with common burnt clay F.P.S. (non

1 6.1 modular) bricks of class designation 7.5 in foundation

i 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) Cum 9.02 7370.65 66497.18

Extra for providing and placing in position 2 Nos.

2 6.15 6mm dia. M.S. bars at every third course of half brick Sqm 519.25 104.80 54417.36

masonry (with F.P.S. bricks).

Brick work with clay flyash F.P.S. (non modular) brick

3 6.32 of class designation 7.5 in superstructure above plinth

level up to floor five level in :

i 6.32.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 151.65 9095.05 1379226.19

Digitally signed by PRIYA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. DSR Amount NDSR RATE NDSR Amount

Brick edging 7cm wide 11.4 cm deep to plinth

protection with common burnt clay F.P.S. (non

4 6.44 modular) bricks of class designation 7.5 including rmt 73.24 59.45 4354.12

grouting with cement mortar 1:4 (1 cement : 4 fine

Half brick masonry with non modular fly ash bricks of

5 6.45 class designation 10, conforming to IS : 12894, in

super structure above plinth and upto floor V level.

i 6.45.2 Cement mortar 1 : 4 (1 cement : 4 coarse sand) Sqm 519.25 1105.80 574186.21

TOTAL (Carried Over to Summary of Civil Works) 2078681.05 0.00

E 8.0 MARBLE & GRANITE WORK

Providing and fixing 18mm thick gang saw cut (

premoulded and prepolished) machine cut for kitchen

platforms, vanity counters, window sills , facias and

similar locations of required size of approved shade,

1 8.2 colour and texture laid over 20mm thick base cement

mortar 1:4 (1 cement : 4 coarse sand) with joints

treated with white cement, mixed with matching

pigment, epoxy touch ups, including rubbing, curing,

moulding and polishing to edge to give high gloss

a) 8.2.2 finish etc.

Granite ofcomplete at and

any colour all levels.

i 8.2.2.1 Area of slab upto 0.50 Sqm.( For Counter) Sqm. 19.68 5413.50 106537.68

Extra for fixing marble / granite stone over and above

2 8.4 corresponding basic item, in facia and drops of width metre 28.00 568.55 15919.40

upto 150mm with epoxy resin baesd adhesive

including cleaning etc. complete.

Extra for providing opening of required size & shape

for wash basins/ kitchen sink in kitchen platform,

vanity counters and similar location in

marble/Granite/Stone work including necessary holes

for pillar taps etc. including rubbing and polishing of

cut edge etc. complete.

TOTAL (Carried Over to Summary of Civil Works) 130286.68 0.00

F 9.0 WOOD & PVC WORK

Providing and fixing ISI marked flush door shutters

conforming to IS : 2202 (Part I) non-decorative type,

1 9.21 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

hinges with necessary screws

Providing and fixing specified wood frame work

2 8.27 consisting of battens 50x25 mm fixed with rawl plug

and drilling necessary holes for rawl plug etc.

including priming coat complete

i 8.27.1 Kiln seasoned and chemically treated hollock wood Cum 0.12 187277.65 22795.44

Providing and fixing curtain rods of 1.25 mm thick

chromium plated brass plate, with two chromium

3 9.46 plated brass brackets fixed with C.P. brass screws and

wooden plugs, etc., wherever necessary complete :

Providing and fixing M.S. grills of required pattern in

3 9.48 frames of windows etc. with M.S. flats, square or

round bars etc. including priming coat with approved

steel primer all complete.

i 9.48.1 Fixed to steel windows by welding kg 1190.34 219.10 260803.49

Digitally signed by PRIYA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. DSR Amount NDSR RATE NDSR Amount

Providing 40x5 mm flat iron hold fast 40 cm long

including fixing to frame with 10 mm diameter bolts,

4 9.53 nuts and wooden plugs and embedding in cement Each 650.00 228.85 148752.50

concrete block 30x10x15cm 1:3:6 mix (1 cement : 3

coarse sand : 6 graded stone aggregate 20mm

9.79 Providing and fixing special quality bright finished

5 brass cupboard or ward robe locks with four levers of

approved quality including necessary screws etc.

Providing and fixing 50 mm bright finished brass cup

6 9.80 board or wardrobe knob of approved quality with each 32.00 74.25 2376.00

necessary screws.

Providing and fixing IS : 3564 marked Aluminium die

7 9.83 cast body tubular type universal hydraulic door closer each 57 1124.85 64116.45

with necessary accessories and screws etc. complete.

Providing and fixing aluminium tower bolts ISI marked

anodised (anodic coating not less than grade AC 10 as

8 9.97 per IS : 1868 ) transparent or dyed to required colour

or shade with necessary screws etc. complete :

Providing and fixing aluminium handles of approved

make anodized (anodic coating not less than grade AC

9 9.100 10 as per IS : 1868) transparent or dyed to required

colour or shade with necessry screws etc. complete.

Providing and fixing aluminium hanging floor door

stopper ISI marked anodised (anodic coating not less

10 9.101 than grade AC 10 as per IS : 1868) transparent or

dyed to required colour and shade with necessary

screws etc. complete.

i 9.101.1 Single rubber stopper each 57.00 39.60 2257.20

Providing & fixing bright finished brass 100 mm

mortice latch and lock ISI marked with six levers and a

11 9.103 pair of anodised (anodic coating not less than grade each 57.00 868.95 49530.15

AC 10 as per IS :1868) aluminium lever handles with

necessary screws etc. complete.

9.114 Providing and fixing magnetic catcher of approved

12 quality in cupboard / ward robe shutters, including

fixing with necessary screws etc. complete.

i 9.114.2 Double strip (horizontal type) each 16.00 39.70 635.20

Providing and fixing PVC rigid foam sheet 1 mm thick

13 9.125 on existing door shutters (bathroom and W.C. doors) Sqm 25.20 1,534.90 38679.48

using synthetic rubber based adhesive.

Providing and fixing cup board shutters 25 mm thick,

with Pre-laminated flat pressed three layer particle

board or graded wood particle board IS: 12823

marked, exterior grade (Grade l Type ll), having one

14 9.129 side decorative lamination and other side balancing Sqm 31.68 2307.35 73107.92

lamination, including IInd class teak wood lipping of

25 mm wide x12 mm thick with necessary screws and

bright finished stainless steel piano hinges, complete

as per direction

Providing of the

and fixing flyEngineer-in-Charge

proof stainless steel grade 304

wire gauge, to windows and clerestory windows using

15 9.135 wire gauge with average width of aperture 1.4 mm in

both directions with wire of dia. 0.50 mm all

i 9.135.2 With 12 mm mild steel U beading Sqm 70.02 1228.00 85984.56

TOTAL (Carried Over to Summary of Civil Works) 1176634.02 0.00

Digitally signed by PRIYA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. DSR Amount NDSR RATE NDSR Amount

G 10.0 STEEL WORK

Providing and fixing factory made ISI marked steel

glazed doors, windows and ventilators, side /top

/centre hung, with beading and all members such as

F7D, F4B, K11 B and K12 B etc. complete of standard

rolled steel sections, joints mitred and flash butt

welded and sash bars tenoned and riveted, including

providing and fixing of hinges, pivots, including

priming coat of approved steel primer, but excluding

the cost of other fittings, complete all as per

approved design, (sectional weight of only steel

Fixing withshall

lugs 10 payment).

long embedded in

i 10.11.1 cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 KG 2450.70 131.05 321164.24

Cement : 3 coarse sand : 6 graded stone aggregate 20

mm nominal size)

Providing and fixing T-iron frames for doors, windows

and ventilators of mild steel Tee-sections, joints

2 10.13 mitred and welded, including fixing of necessary butt

hinges and screws and applying a priming coat of

approved steel primer.

Fixing with 15x3 mm lugs 10 cm long embedded in

i 10.13.1 cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 KG 1370.25 141.70 194164.43

Cement : 3 coarse sand : 6 graded stone aggregate 20

mm nominal size)

Providing and fixing carbon steel galvanised (

minimum coating 5 micron) dash fastener of 10 mm

dia double threaded 6.8 grade (yield strength

3 10.27 480 N/mm2), counter sunk head, comprising of 10 m

dia polyamide PA 6 grade sleeve, including drilling of

hole in frame , concrete/ masonry, etc. as per

direction of Engineer-in-charge.

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 necessary

4 10.28 accessories & stainless steel dash fasteners , stainless kg 1366.80 772.40 1055716.32

steel bolts etc., of required size, 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

Providing & fixing glass panes with putty and glazing

5 10.30 clips in steel doors, windows, clerestory windows, all

complete with :

i 10.30.1 4.0 mm thick glass panes sqm 70.02 1064.65 74546.79

TOTAL (Carried Over to Summary of Civil Works) 1665518.97 0.00

Digitally signed by PRIYA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. DSR Amount NDSR RATE NDSR Amount

H 11.0 FLOORING WORK

Precast terrazo tiles 22 mm thick with graded marble

chips of size upto 12 mm, laid in floors, and landings,

1 11.16 jointed with neat cement slurry mixed with pigment

to match the shade of the tiles, including rubbing and

polishing complete, on 20 mm thick bed of cement

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

i 11.16.1 Light shade pigment using white cement sqm 386.88 1549.45 599446.26

Precast terrazo tiles 22 mm thick with graded marble

chips of sizes upto 12 mm, in skirting and risers of

steps not exceeding 30 cm in height, on 12 mm thick

2 11.18 cement plaster 1:3 (1 cement : 3 coarse sand), jointed

with neat cement slurry mixed with pigment to match

the shade of the tiles, including rubbing and polishing

complete with tiles of :

i 11.18.1 Light shade pigment using white cement sqm 39.60 2422.80 95942.88

Kota stone slab flooring over 20 mm (average) thick

base laid over and jointed with grey cement slurry

3 11.26 mixed with pigment to match the shade of the slab

including rubbing and polishing complete with base of

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

Kota stone slabs 20 mm thick in risers of steps,

skirting, dado and pillars laid on 12 mm (average)

4 11.27 thick cement mortar 1:3 (1 cement 3 coarse sand) sqm 7.86 2354.70 18512.65

and jointed with grey cement slurry mixed with

pigment to match the shade of the slabs, including

rubbing and polishing complete.

Extra for pre finished nosing in treads of steps of Kota

stone/ sand stone slab.

Extra for Kota stone/ sand stone in treads of steps

and risers using single length up to 1.05 metre.

Providing and fixing Ist quality ceramic glazed wall

tiles conforming to IS : 15622 (thickness to be

7 8.31 specified by the manufacture ) of approved make in sqm 190.56 1267.95 241620.55

all colours, shades except burgundy, bottle green,

black of any size as approved by Engineer-in-Charge

Crazy ceramic tile flooring, with under layer 12 mm

thick cement mortar 1:4 (1 cement: 4 coarse sand),

with joints not exceeding 5 mm, including filling the

gaps with ordinary cement mixture & mixing with

synthetic polyester fibre, triangular in shape having

8 11.44 specific gravity of 1.34 to 1.40, cross section size sqm 124.38 954.15 118677.18

ranging from 10 to 40 micron & length upto 6 mm ,

mixing fibre @ 125 grams per 50 kg of cement in

cement mortar, including providing and mixing water

proofing material in mortar @ 1 kg per 50 kg

of cement , all complete as per direction of Engineer-

TOTAL (Carried Over to Summary of Civil Works) 1256192.23 0.00

I 12.0 ROOFING

Providing and laying gola 75x75mm in cement

1 12.21 concrete M15 grade including finishing with cement rmt. 88.82 305.15 27103.42

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

design in 75x75 mm deep chase.

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

2 12.22 nominal size) over P.V.C. sheet 1 m x1 m x 400 each 5.00 298.25 1491.25

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 complete.

Digitally signed by PRIYA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. DSR Amount NDSR RATE NDSR Amount

Providing and fixing on wall face unplasticised Rigid

PVC rain water pipes conforming to IS : 13592 Type

3 12.41 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

4 12.42 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.

a) 12.42.1 Coupler

c) 12.42.6 Shoe (Plain)

Providing and laying brick tiles over mumty roofs,

grouted with cement mortar 1:3 (1 cement : 3 fine

5 12.19 sand) mixed with 2% of integral water proofing

compound by weight of cement, over 12 mm layer of

cement mortar 1:3 (1 cement : 3 fine sand) and

With common burnt clay F.P.S. (non modular) brick

tiles of class designation 10

TOTAL (Carried Over to Summary of Civil Works) 158937.56 0.00

J 13.0 FINISHING WORK

1 13.4 12 mm cement plaster of mix :

15 mm cement plaster on rough side of single or half

brick wall of mix :

3 13.16 6 mm cement plaster of mix :

Extra for providing and mixing water proofing per bag of

4 13.21 material in cement plaster work in proportion 50KG Cement 375.66 22.10 8302.10

recommended by the manufacturers. Used in Mix

Distempering with oil bound washable distemper of

5 13.41 approved brand and manufacture to give an even

New work (two or more coats) over and including

priming coat with cement primer.

Applying priming coats with primer of approved

6 13.85 brand and manufacture, having low VOC (Volatile

Organic Compound ) content.

With water thinnable cement primer on wall

i 13.85.3 surface having VOC content less than 50 sqm 2912.77 73.95 215399.42

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

i 13.47.1 sqm over and including priming coat of exterior sqm 992.02 171.10 169734.14

primer applied @ 2.20 kg/ 10 sqm)

Finishing walls with Deluxe Multi surface paint system

8 13.48 for interiors and exteriors using Primer as per

manufacturers specifications :

Painting wood work with Deluxe Multi Surface Paint

of required shade. Two or more coat applied @0.90

i 13.48.2 ltr/10 sqm over an under coat of primer applied sqm 285.30 176.25 50284.13

@0.75 ltr/ 10 sqm of approved brand or manufacture

9 13.50 Applying priming coat :

Digitally signed by PRIYA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. DSR Amount NDSR RATE NDSR Amount

With ready mixed pink or Grey primer of approved

i 13.50.1 brand and manufacture on wood work (hard and soft sqm 285.30 74.65 21297.65

With ready mixed red oxide zinc chromate primer of

ii 13.50.3 approved brand and manufacture on steel galvanised sqm 179.19 67.40 12077.41

iron/ steel works

Painting with synthetic enamel paint of approved

10 13.62 brand and manufacture of required colour to give an

Two or more coats on new work over an under coat

i 13.62.1 of suitable shade with ordinary paint of approved sqm 179.19 226.25 40541.74

brand and manufacture

Providing and applying white cement based putty of

11 13.80 average thickness 1 mm, of approved brand and Sqm 2912.77 156.05 454537.91

manufacturer, over the plastered wall surface to

prepare the surface even and smooth complete

Add for plaster drip course/ groove in plastered

surface or moulding to R.C.C. projections.

TOTAL (Carried Over to Summary of Civil Works) 2426872.61 0.00

K 22.0 WATER PROOFING

Providing and laying water proofing treatment to

1 22.3 vertical and horizontal surfaces of depressed portions

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

(i) Ist course of applying cement slurry @ 4.4 Kg/sqm

mixed with water proofing compound conforming to

IS 2645 in recommended proportions including

rounding off junction of vertical and horizontal

surface. (ii) IInd course of 20mm cement plaster 1:3

(1 cement : 3 coarse sand) mixed with water proofing

compound in recommended proportion including

rounding off junction of vertical and horizontal

surface. (iii) IIIrd course of applying blown or residual

bitumen applied hot at 1.7 Kg. per sqm of area. (iv)

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.)

Supplying and Stacking Filling sunken floor with over

2 16.3.4 burnt jhama brick aggregate 120mm to 40mm Cum 6.83 798.10 5452.48

including compacting of materials complete as

specified and directed for all levels.

Providing & 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 2.75kg/sqm of

cement admixed with water proofing compound

confirming to IS. 2645 and approved by Engineer-in-

charge over the RCC slab including adjoining walls

3 22.7 upto 300mm height including cleaning the surface

before treatment. b) Laying brick bats with mortar

using broken bricks/brick bats 25mm to 115mm size

with 50% of cement mortar 1:5 (1 cement : 5 coarse

sand ) admixed with water proofing compound

confirming to IS : 2645 and approved by Engineer-in-

charge over 20 mm thick layer of cement of 1:5 ( 1

cement : 5 coarse sand ) admixed with water proofing

compound confirming to IS : 2645 and approved by

Engineer-in-charge to required slope and treating

Digitally signed by PRIYA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. DSR Amount NDSR RATE NDSR Amount

adjoining walls upto 300mm height including

rounding of junctions of walls and slabs. c) After two

days of proper curing applying a second coat of

cement slurry using 2.75kg/sqm of cement admixed

with water proofing compound confirming to IS :

2645 and approved by Engineer-in-charge. d)

Finishing the surface with 20 mm thick jointless

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

admixed with water proofing compound confirming

to IS : 2645 and approved by Engineer-in-charge

including laying glass fibre cloth of approved quality

in top layer and finally finishing the surface with

trowel with neat cement slurry and making pattern of

300x300 mm square 3mm deep. e) The whole terrace

so finished shall be flooded with water for a minimum

period of two weeks for curing and for final test. All

above operations to be done in order and as directed

and specified by the Engineer-in-charge:

With average thickness of 120mm and minimum

thickness at khurra as 65mm.

TOTAL (Carried Over to Summary of Civil Works) 298982.78 0.00

GRAND TOTAL 15713880.54 0.00

GRAND TOTAL 15713880.54 0.00

Total of DSR & NDSR 15713880.54

Digitally signed by PRIYA

PROJECT :- CONSTRUCTION OF SCHOOL BUILDING FOR KENDRIYA VIDYALAYA AT DHARBHANGA

SUMMARY - CIVIL WORKS

BUILDING - TYPE-V

Sl. No. DSR-2023 DESCRIPTION DSR AMOUNT NON DSR AMOUNT

A 2.0 EARTH WORKS 2,18,260.34 -

B 4.0 CONCRETE WORKS 2,53,285.74 -

C 5.0 REINFORCED CEMENT CONCRETE WORK 30,33,569.62 -

E 8.0 MARBLE & GRANITE WORK 28,747.20 -

F 9.0 WOOD & PVC WORK 3,27,289.66 -

K 22.0 WATER PROOFING 3,73,088.36 -

GRAND TOTAL 68,17,527.76

GRAND TOTAL 68,17,527.76

Digitally signed by PRIYA

PROJECT :- CONSTRUCTION OF SCHOOL BUILDING FOR KENDRIYA VIDYALAYA AT DHARBHANGA

BOQ - CIVIL WORKS

BUILDING - TYPE-V

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. DSR Amount NDSR RATE NDSR Amount

A 2.0 EARTH WORKS

Earth work in excavation by mechanical means (Hydraulic

excavator) / manual means in foundation trenches or drains

1 2.8 (not exceeding 1.5 m in width or 10 sqm on plan), including

dressing of sides and ramming of bottoms, lift upto 1.5 m,

including getting out the excavated soil and disposal of surplus

excavated soil as directed, within a lead of 50m.

i 2.8.1 All kinds of soil. Cum. 180.32 260.30 46937.30

2 2.26 Extra for every additional lift of 1.5 m or part thereof in.

i 2.26.1 All kinds of soils Cum 45.08 126.80 5716.14

3 2.24 Extra rates for quantities of works, executed :

In or under water and/or liquid mud, including pumping out

water as required.(Note for item no. 2.24:- The extra

percentage rate is applicable in respect of each item but limited

to quantities of work executed in these difficult conditions. The metre

i 2.24.1 unit, namely, metre depth, to be considered for payment, shall depth/Cu 45.08 25.36 1143.23

be the depth measured from the sub soil water level upto the m

centre of gravity of the quantity executed in difficult conditions.

The depth shall be reckoned correct to 0.1 metre. 0.05 metre or

more shall be taken as 0.1 metre and less than 0.05 metre

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

including excavation for sockets, and dressing of sides, ramming

4 2.10 of bottoms, depth upto 1.5m including getting out the

excavated soil, and then returning the soil as required, in layers

a 2.10.1 All kinds of soil.

Pipes, cables, etc. exceeding 80mm dia but not exceeding

Filling available excavated earth (excluding rock) in trenches,

5 2.25 plinth, sides of foundations etc. in layers not exceeding 20cm in Cum. 171.66 196.00 33645.22

depth, consolidating each deposited layer by ramming and

watering, lead up to 50 m and lift upto 1.5 m.

Carriage of Earth by mechanical transport including loading,

6 1.1.2 unloading and Stacking including royalty & carriage up to 5 KM Cum. 8.66 326.68 2829.28

Supplying and filling in plinth with river sand under floors

7 2.27 including, watering, ramming consolidating and dressing Cum. 22.94 2123.75 48712.70

Supplying chemical emulsion in sealed containers including

delivery as specified

i 2.34.1 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% litre 15.00 234.75 3521.25

9 Anti termite treatment

Diluting and injecting chemical emulsion for POST-

2.35 CONSTRUCTIONAL anti-termite treatment (excluding the cost of

chemical emulsion) :

Treatment of soil under existing floors using chemical emulsion

a) 2.35.3 @ one litre per hole, 300 mm apart including drilling 12 mm

diameter holes and plugging with cement mortar 1 :2 (1 cement

: 2 Coarse sand) to match the existing floor :

i 2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. Sqm 152.91 310.05 47411.02

TOTAL (Carried Over to Summary of Civil Works) 218260.34 0.00

B 4.0 CONCRETE WORKS

Providing and laying in position cement concrete of specified

1 4.1 grade excluding the cost of centering and shuttering - All work

up to plinth level :

1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40

mm nominal size)

1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20

mm nominal size)

Providing and laying damp-proof course 40mm thick with

2 4.10 cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded Sqm 29.75 410.85 12221.10

stone aggregate 20mm nominal size).

Digitally signed by PRIYA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. DSR Amount NDSR RATE NDSR Amount

Extra for providing and mixing water proofing material in

3 4.12 cement concrete work in doses by weight of cement as per 9.93 18.15 180.28

manufacturer’s specification.

Applying a coat of residual petroleum bitumen of grade of VG-

4 4.13 10 of approved quality using 1.7 kg per square metre on damp Sqm 38.80 146.15 5670.47

proof course after cleaning the surface with brushes and finally

with a piece of cloth lightly soaked in kerosene oil.

Extra for laying concrete in or under water and/or liquid mud

including cum per cost of pumping or bailing out water and

removing slush etc.complete.Note for item No. 4.15 :- The

quantity will be calculated by multiplying the depth measured meter

5 4.15 from the sub-soil water level up to centre of gravity 1.20 1098.80 1318.56

of concrete under sub-soil water level with quantity of concrete

in cum executed under sub-soil water. The depth of centre of

gravity shall be reckoned correct to 0.1m. 0.05m or more shall

Making as 0.1m and less 50mm

protection than 0.05m

of cement concrete 1:3:6

(1 cement :3 coarse sand : 6graded stone aggregate 20mm

6 4.17 nominal size) over 75mm bed by dry brick ballast 40mm Sqm 63.64 749.30 47684.70

nominal size well rammed and consolidated and grouted with

fine sand including finishing the top smooth

TOTAL (Carried Over to Summary of Civil Works) 253285.74 0.00

C 5.0 REINFORCED CEMENT CONCRETE WORK

Centering and shuttering including strutting, propping etc. and

removal of form for :

Foundations, footings, bases of columns, etc. for mass concrete.

Suspended floors, roofs, landings, balconies and access

c 5.9.4 Shelves (Cast in situ) Sqm 4.42 927.25 4097.52

Lintels, beams, plinth beams, girders, bressumers and

e 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. Sqm 102.86 961.30 98875.98

f 5.9.7 Stairs, (excluding landings) except spiral-staircases. Sqm 0.00 764.95 0.00

Small lintels not exceeding 1.5m clear span, moulding as in

g 5.9.15 cornices, window sills, string courses, bands, copings, bed Sqm 9.74 392.15 3817.58

plates, anchor blocks and the like.

h 5.9.16 Edges of slabs and breaks in floors and walls

i 5.9.19 Weather shade, Chajjas, corbels etc., including edges. Sqm 2.53 951.10 2403.00

Reinforcement for R.C.C. work including straightening, cutting,

2 5.22 bending, placing in position and binding all complete upto plinth

& above plinth level.

i 5.22.6 Thermo-Mechanically Treated bars. kg 14627.95 107.85 1577624.82

Extra for laying reinforced cement concrete in or under water

and/ or liquid mud, including cost of pumping or bailing out

water and removing slush etc., complete. Note For Item No.

5.31:- The quantity will be calculated by multiplying the depth

measured from the subsoil water level up to the centre of

gravity of the R.C.C. under subsoil water with the quantity of

R.C.C. in cubic metre executed under subsoil water. The depth

of centre of gravity shall be reckoned correct to 0.1 m. 0.05 m

or more shall be taken as 0.1 m and less than 0.05 m ignored.

No extra payment shall be made for placing reinforcement or

centering & shuttering under sub - soil water conditions.

Digitally signed by PRIYA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. DSR Amount NDSR RATE NDSR Amount

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

4 5.33 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

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

a) 5.33.1 All works upto plinth level

Concrete of M25 grade with minimum cement content of 330 kg

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

5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg

TOTAL (Carried Over to Summary of Civil Works) 3033569.62 0.00

D 6.0 BRICK WORK

Brick work with common burnt clay F.P.S. (non modular) bricks

of class designation 7.5 in foundation and plinth in:

i 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) Cum 8.96 7370.65 66063.87

Extra for providing and placing in position 2 Nos. 6mm dia. M.S.

2 6.15 bars at every third course of half brick masonry (with F.P.S. Sqm 104.70 104.80 10972.08

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

3 6.32 designation 7.5 in superstructure above plinth level up to floor

five level in :

i 6.32.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 52.36 9095.05 476243.06

Brick edging 7cm wide 11.4 cm deep to plinth protection with

4 6.44 common burnt clay F.P.S. (non modular) bricks of class rmt 70.71 59.45 4203.71

designation 7.5 including

grouting with cement mortar 1:4 (1 cement : 4 fine sand).

Half brick masonry with non modular fly ash bricks of class

5 6.45 designation 10, conforming to IS : 12894, in super structure

above plinth and upto floor V level.

i 6.45.2 Cement mortar 1 : 4 (1 cement : 4 coarse sand) Sqm 104.70 1105.80 115772.17

TOTAL (Carried Over to Summary of Civil Works) 673254.89 0.00

E 8.0 MARBLE & GRANITE WORK

Providing and fixing 18mm thick gang saw cut ( premoulded and

prepolished) machine cut for kitchen platforms, vanity counters,

window sills , facias and similar locations of required size of

approved shade, colour and texture laid over 20mm thick base

1 8.2 cement mortar 1:4 (1 cement : 4 coarse sand) with joints

treated with white cement, mixed with matching pigment,

epoxy touch ups, including rubbing, curing, moulding and

polishing to edge to give high gloss finish etc. complete at all

a) 8.2.2 levels.

Granite of any colour and shade

i 8.2.2.1 Area of slab upto 0.50 Sqm.( For Counter) Sqm. 4.42 5413.50 23922.26

Extra for fixing marble / granite stone over and above

2 8.4 corresponding basic item, in facia and drops of width upto metre 6.77 568.55 3846.24

150mm with epoxy resin baesd adhesive including cleaning etc.

Digitally signed by PRIYA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. DSR Amount NDSR RATE NDSR Amount

Extra for providing opening of required size & shape for wash

basins/ kitchen sink in kitchen platform, vanity counters and

3 8.5 similar location in marble/Granite/Stone work including each 1 978.70 978.70

necessary holes for pillar taps etc. including rubbing and

polishing of cut edge etc. complete.

TOTAL (Carried Over to Summary of Civil Works) 28747.20 0.00

F 9.0 WOOD & PVC WORK

Providing and fixing ISI marked flush door shutters conforming

to IS : 2202 (Part I) non-decorative type, core of block board

1 9.21 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 hinges

with necessary screws

Providing and fixing specified wood frame work consisting of

2 8.27 battens 50x25 mm fixed with rawl plug and drilling necessary

holes for rawl plug etc. including priming coat complete

i 8.27.1 Kiln seasoned and chemically treated hollock wood Cum 0.03 187277.65 6519.60

Providing and fixing curtain rods of 1.25 mm thick chromium

3 9.46 plated brass plate, with two chromium plated brass brackets

fixed with C.P. brass screws and wooden plugs, etc., wherever

necessary complete :

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

3 9.48 windows etc. with M.S. flats, square or round bars etc. including

priming coat with approved steel primer all complete.

i 9.48.1 Fixed to steel windows by welding kg 375.62 219.10 82297.25

Providing 40x5 mm flat iron hold fast 40 cm long including fixing

to frame with 10 mm diameter bolts, nuts and wooden plugs

4 9.53 and embedding in cement concrete block 30x10x15cm 1:3:6 mix Each 136.00 228.85 31123.60

(1 cement : 3 coarse sand : 6 graded stone aggregate 20mm

9.79 Providing and fixing special quality bright finished brass

5 cupboard or ward robe locks with four levers of approved

quality including necessary screws etc. complete.

Providing and fixing 50 mm bright finished brass cup board or

wardrobe knob of approved quality with necessary screws.

Providing and fixing IS : 3564 marked Aluminium die cast body

7 9.83 tubular type universal hydraulic door closer with necessary each 12 1124.85 13498.20

accessories and screws etc. complete.

Providing and fixing aluminium tower bolts ISI marked anodised

8 9.97 (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 :

Providing and fixing aluminium handles of approved make

9 9.100 anodized (anodic coating not less than grade AC 10 as per IS :

1868) transparent or dyed to required colour or shade with

necessry screws etc. complete.

Providing and fixing aluminium hanging floor door stopper ISI

10 9.101 marked anodised (anodic coating not less than grade AC 10 as

per IS : 1868) transparent or dyed to required colour and shade

with necessary screws etc. complete.

i 9.101.1 Single rubber stopper each 12.00 39.60 475.20

Providing & fixing bright finished brass 100 mm mortice latch

11 9.103 and lock ISI marked with six levers and a pair of anodised each 12.00 868.95 10427.40

(anodic coating not less than grade AC 10 as per IS :1868)

aluminium lever handles with necessary screws etc. complete.

9.114 Providing and fixing magnetic catcher of approved quality in

12 cupboard / ward robe shutters, including fixing with necessary

screws etc. complete.

i 9.114.2 Double strip (horizontal type) each 3.00 39.70 119.10

Digitally signed by PRIYA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. DSR Amount NDSR RATE NDSR Amount

Providing and fixing PVC rigid foam sheet 1 mm thick on existing

13 9.125 door shutters (bathroom and W.C. doors) using synthetic Sqm 9.45 1,534.90 14504.81

rubber based adhesive.

Providing and fixing cup board shutters 25 mm thick, with Pre-

laminated flat pressed three layer particle board or graded

wood particle board IS: 12823 marked, exterior grade (Grade l

14 9.129 Type ll), having one side decorative lamination and other side Sqm 16.01 2307.35 36946.44

balancing lamination, including IInd class teak wood lipping of

25 mm wide x12 mm thick with necessary screws and bright

finished stainless steel piano hinges, complete as per direction

of the Engineer-in-Charge

Providing and fixing fly proof stainless steel grade 304 wire

15 9.135 gauge, to windows and clerestory windows using wire gauge

with average width of aperture 1.4 mm in both directions with

wire of dia. 0.50 mm all complete.

i 9.135.2 With 12 mm mild steel U beading Sqm 22.55 1228.00 27685.26

TOTAL (Carried Over to Summary of Civil Works) 327289.66 0.00

G 10.0 STEEL WORK

Providing and fixing factory made ISI marked steel glazed doors,

windows and ventilators, side /top /centre hung, with beading

and all members such as F7D, F4B, K11 B and K12 B etc.

complete of standard rolled steel sections, joints mitred and

1 10.11 flash butt welded and sash bars tenoned and riveted, including

providing and fixing of hinges, pivots, including priming coat of

approved steel primer, but excluding the cost of other fittings,

complete all as per approved design, (sectional weight of only

steel members shall be measured for payment).

Fixing with 15x3 mm lugs 10 cm long embedded in cement

i 10.11.1 concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse KG 789.08 131.05 103408.28

sand : 6 graded stone aggregate 20 mm nominal size)

Providing and fixing T-iron frames for doors, windows and

2 10.13 ventilators of mild steel Tee-sections, joints mitred and welded,

including fixing of necessary butt hinges and screws and

applying a priming coat of approved steel primer.

Fixing with 15x3 mm lugs 10 cm long embedded in cement

i 10.13.1 concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse KG 335.83 141.70 47586.40

sand : 6 graded stone aggregate 20 mm nominal size)

Providing and fixing carbon steel galvanised ( minimum coating

5 micron) dash fastener of 10 mm dia double threaded 6.8

grade (yield strength

3 10.27 480 N/mm2), counter sunk head, comprising of 10 m dia

polyamide PA 6 grade sleeve, including drilling of hole in frame ,

concrete/ masonry, etc. as per direction of Engineer-in-charge.

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 necessary accessories & stainless steel dash

fasteners , stainless steel bolts etc., of required size, 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

Providing & fixing glass panes with putty and glazing clips in

steel doors, windows, clerestory windows, all complete with :

i 10.30.1 4.0 mm thick glass panes sqm 22.55 1064.65 24002.53

TOTAL (Carried Over to Summary of Civil Works) 468400.28 0.00

Digitally signed by PRIYA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. DSR Amount NDSR RATE NDSR Amount

H 11.0 FLOORING WORK

Precast terrazo tiles 22 mm thick with graded marble chips of

size upto 12 mm, laid in floors, and landings, jointed with neat

1 11.16 cement slurry mixed with pigment to match the shade of the

tiles, including rubbing and polishing complete, on 20 mm thick

bed of cement mortar 1:4 (1 cement:4 coarse sand) :

i 11.16.1 Light shade pigment using white cement sqm 131.23 1549.45 203334.13

Precast terrazo tiles 22 mm thick with graded marble chips of

sizes upto 12 mm, in skirting and risers of steps not exceeding

2 11.18 30 cm in height, on 12 mm thick cement plaster 1:3 (1 cement :

3 coarse sand), jointed with neat cement slurry mixed with

pigment to match the shade of the tiles, including rubbing and

polishing complete with tiles of :

i 11.18.1 Light shade pigment using white cement sqm 10.95 2422.80 26527.24

Kota stone slab flooring over 20 mm (average) thick base laid

over and jointed with grey cement slurry mixed with pigment to

3 11.26 match the shade of the slab including rubbing and polishing

complete with base of cement mortar 1 : 4 (1 cement : 4 coarse

Kota stone slabs 20 mm thick in risers of steps, skirting, dado

and pillars laid on 12 mm (average) thick cement mortar 1:3 (1

4 11.27 cement 3 coarse sand) and jointed with grey cement slurry sqm 4.53 2354.70 10662.08

mixed with pigment to match the shade of the slabs, including

rubbing and polishing complete.

Extra for pre finished nosing in treads of steps of Kota stone/

sand stone slab.

Extra for Kota stone/ sand stone in treads of steps and risers

using single length up to 1.05 metre.

Providing and fixing Ist quality ceramic glazed wall tiles

conforming to IS : 15622 (thickness to be specified by the

7 8.31 manufacture ) of approved make in all colours, shades except sqm 59.25 1267.95 75122.23

burgundy, bottle green, black of any size as approved by

Engineer-in-Charge

Crazy ceramic tile flooring, with under layer 12 mm thick

cement mortar 1:4 (1 cement: 4 coarse sand), with joints not

exceeding 5 mm, including filling the gaps with ordinary cement

mixture & mixing with synthetic polyester fibre, triangular in

shape having specific gravity of 1.34 to 1.40, cross section size

ranging from 10 to 40 micron & length upto 6 mm ,

mixing fibre @ 125 grams per 50 kg of cement in cement

mortar, including providing and mixing water proofing material

in mortar @ 1 kg per 50 kg

of cement , all complete as per direction of Engineer-in-charge.

TOTAL (Carried Over to Summary of Civil Works) 448870.18 0.00

I 12.0 ROOFING

Providing and laying gola 75x75mm in cement concrete M15

1 12.21 grade including finishing with cement mortar 1:3 (1 cement : 3 rmt. 80.33 305.15 24512.70

fine sand) as per standard design in 75x75 mm deep chase.

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

2 12.22 x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 each 7.00 298.25 2087.75

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 Type A, including jointing

3 12.41 with seal ring conforming to IS : 5382, leaving 10 mm gap for

thermal expansion,

(i) Single socketed pipes.

Digitally signed by PRIYA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. DSR Amount NDSR RATE NDSR Amount

Providing and fixing on wall face unplasticised - PVC moulded

fittings/ accessories for unplasticised Rigid PVC rain water pipes

4 12.42 conforming to IS : 13592 Type A, including jointing with seal ring

conforming to IS : 5382, leaving 10 mm gap for thermal

a) 12.42.1 Coupler

c) 12.42.6 Shoe (Plain)

Providing and laying brick tiles over mumty roofs, grouted with

cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of

5 12.19 integral water proofing compound by weight of cement, over 12

mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and

With common burnt clay F.P.S. (non modular) brick tiles of class

TOTAL (Carried Over to Summary of Civil Works) 179809.29 0.00

J 13.0 FINISHING WORK

1 13.4 12 mm cement plaster of mix :

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

3 13.16 6 mm cement plaster of mix :

Extra for providing and mixing water proofing material in per bag of

cement plaster work in proportion recommended by the 50KG

4 13.21 manufacturers. Cement 128.25 22.10 2834.35

Distempering with oil bound washable distemper of approved

brand and manufacture to give an even shade

New work (two or more coats) over and including priming coat

with cement primer.

Applying priming coats with primer of approved brand and

6 13.85 manufacture, having low VOC (Volatile Organic Compound

With water thinnable cement primer on wall surface

having VOC content less than 50 grams/litre

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

i 13.47.1 and including priming coat of exterior primer applied @ 2.20 kg/ sqm 362.81 171.10 62076.28

Finishing walls with Deluxe Multi surface paint system for

8 13.48 interiors and exteriors using Primer as per manufacturers

specifications :

Painting wood work with Deluxe Multi Surface Paint of required

i 13.48.2 shade. Two or more coat applied @0.90 ltr/10 sqm over an sqm 68.51 176.25 12074.01

under coat of primer applied @0.75 ltr/ 10 sqm of approved

brand or manufacture

9 13.50 Applying priming coat :

With ready mixed pink or Grey primer of approved brand and

manufacture on wood work (hard and soft wood)

With ready mixed red oxide zinc chromate primer of approved

brand and manufacture on steel galvanised iron/ steel works

Painting with synthetic enamel paint of approved brand and

manufacture of required colour to give an even shade :

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

i 13.62.1 shade with ordinary paint of approved brand and manufacture sqm 54.24 226.25 12270.67

Digitally signed by PRIYA

Sl. No. DSR-2023 DESCRIPTION UNIT QTY. DSR Amount NDSR RATE NDSR Amount

Providing and applying white cement based putty of average

11 13.80 thickness 1 mm, of approved brand and manufacturer, over the Sqm 991.29 156.05 154690.67

plastered wall surface to prepare the surface even and smooth

Add for plaster drip course/ groove in plastered surface or

moulding to R.C.C. projections.

TOTAL (Carried Over to Summary of Civil Works) 812952.22 0.00

K 22.0 WATER PROOFING

Providing & 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 2.75kg/sqm of cement admixed with water proofing

compound confirming to IS. 2645 and approved by Engineer-in-

charge over the RCC slab including adjoining walls upto 300mm

1 22.7 height including cleaning the surface before treatment. b)

Laying brick bats with mortar using broken bricks/brick bats

25mm to 115mm size with 50% of cement mortar 1:5 (1 cement

: 5 coarse sand ) admixed with water proofing compound

confirming to IS : 2645 and approved by Engineer-in-charge

over 20 mm thick layer of cement of 1:5 ( 1 cement : 5 coarse

sand ) admixed with water proofing compound confirming to IS

: 2645 and approved by Engineer-in-charge to required slope

adjoining walls upto 300mm height including rounding of

junctions of walls and slabs. c) After two days of proper curing

applying a second coat of cement slurry using 2.75kg/sqm of

cement admixed with water proofing compound confirming to

IS : 2645 and approved by Engineer-in-charge. d) Finishing the

surface with 20 mm thick jointless cement mortar 1:4 (1 cement

: 4 coarse sand ) admixed with water proofing compound

confirming to IS : 2645 and approved by Engineer-in-charge

including laying glass fibre cloth of approved quality in top layer

and finally finishing the surface with trowel with neat cement

slurry and making pattern of 300x300 mm square 3mm deep. e)

The whole terrace so finished shall be flooded with water for a

minimum period of two weeks for curing and for final test. All

above operations to be done in order and as directed and

With average thickness of 120mm and minimum thickness at

khurra as 65mm.

TOTAL (Carried Over to Summary of Civil Works) 373088.36 0.00

GRAND TOTAL 6817527.76 0.00

GRAND TOTAL 6817527.76 0.00

Total of DSR & NDSR 6817527.76

Digitally signed by PRIYA

PROJECT :- CONSTRUCTION OF TWO SECTIONS SCHOOL & DEVELPOMENT OF OTHER FACILITES OF

KENDRIYA VIDYALAYA SANGATHAN (.V.S) AT DARBHANGA ,BIHAR

CANTEEN/METER ROOM/KIOSK/PARKING/GUARD ROOM SUMMARY - CIVIL WORKS

Sl. No. DSR-2023 DESCRIPTION

A 2.0 EARTH WORKS 2,98,256.90 0

B 4.0 CONCRETE WORKS 2,45,481.35 0

C 5.0 REINFORCED CEMENT CONCRETE 11,26,204.45 0

E 8.0 MARBLE & GRANITE WORK 43,133.62 0

F 9.0 WOOD & PVC WORK 35,508.11 0

K 22.0 WATER PROOFING 44,406.06 0

GRAND TOTAL 50,31,931.89

GRAND TOTAL 50,31,931.89

Digitally signed by PRIYA

PROJECT :- CONSTRUCTION OF TWO SECTIONS SCHOOL & DEVELPOMENT OF OTHER FACILITES OF KENDRIYA VIDYALAYA SANGATHAN (.V.S) AT DARBHANGA ,BIHAR

CANTEEN/METER ROOM/KIOSK/PARKING/GUARD ROOM SUMMARY - BOQ - CIVIL WORKS

DESCRIPTION QTY. QTY. QTY. Guard NDSR

Sl. No. DSR-2023 UNIT Qty DSR RATE DSR Amount NDSR Amount

canteen Parking Rm RATE

A 2.0 EARTH WORKS

Earth work in excavation by mechanical means

(Hydraulic excavator) / manual means over areas

(exceeding 30cm in depth. 1.5m in width as well as 10

sqm on plan) including disposal of excavated earth, lead

upto 50m and lift upto 1.5m, disposed earth to be levelled and

neatly dressed.

Earth work in excavation by mechanical means

(Hydraulic excavator) / manual means in foundation

trenches or drains (not exceeding 1.5 m in width or 10

1 2.8 sqm on plan), including dressing of sides and ramming of

bottoms, lift upto 1.5 m, including getting out the excavated

soil and disposal of surplus excavated soil as directed, within a

2 2.26 Extra for every additional lift of 1.5 m or part thereof in.

3 2.24 Extra rates for quantities of works, executed :

In or under water and/or liquid mud, including pumping 291.89

out water as required.(Note for item no. 2.24:- The

extra percentage rate is applicable in respect of each item but

limited to quantities of work executed in these difficult

conditions. The unit, namely, metre depth, to be considered metre

for payment, shall be the depth measured from the sub soil depth/ 11.51 25.36

water level upto the centre of gravity of the quantity executed Cu m

in difficult conditions. The depth shall be reckoned correct to

0.1 metre. 0.05 metre or more shall be taken as 0.1 metre

and less than 0.05 metre ignored.)

Excavating trenches of required width for pipes, cables,

etc. including excavation for sockets, and dressing of sides,

4 2.10 ramming of bottoms, depth upto 1.5m including getting

out the excavated soil, and then returning the soil as

required, in layers not exc

a 2.10.1 All kinds of soil.

Pipes, cables, etc. exceeding 80mm dia but not 84392.75

exceeding 300mm dia.

Filling available excavated earth (excluding rock) in 61808.60

trenches, plinth, sides of foundations etc. in layers not

5 2.25 exceeding 20cm in depth, consolidating each deposited Cum. 17.26 172.34 125.75 315.35 196.00

layer by ramming and watering, lead up to 50 m and lift

Carriage of Earth by mechanical transport including 13586.62

6 1.1.2 loading, unloading and Stacking including royalty & carriage Cum. 1.23 40.36 0.00 41.59 326.68

up to 5 KM complete.

Supplying and filling in plinth with river sand under 59040.25

7 2.27 floors including, watering, ramming consolidating and Cum. 1.87 25.69 0.24 27.80 2123.75

dressing complete.

Supplying chemical emulsion in sealed containers

including delivery as specified

i 2.34.1 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% litre 1.00 1.00 2.00 234.75 469.50

9 Anti termite treatment

Diluting and injecting chemical emulsion for

2.35 POST- CONSTRUCTIONAL anti-termite treatment (excluding

the cost of chemical emulsion) :

Treatment of soil under existing floors using chemical

emulsion @ one litre per hole, 300 mm apart including

a) 2.35.3 drilling 12 mm diameter holes and plugging with

cement mortar 1 :2 (1 cement : 2 Coarse sand) to match

the existing floor :

i 2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. Sqm 12.44 3.16 15.60 310.05 4836.78

TOTAL (Carried Over to Summary of Civil Works) 298256.90 0.00

B 4.0 CONCRETE WORKS

1 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 :

Digitally signed by PRIYA

1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate

40 mm nominal size)

Providing and laying damp-proof course 40mm thick

2 4.10 with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 Sqm 3.24 1.66 4.90 410.85 2013.17

graded stone aggregate 20mm nominal size).

3 4.12 Extra for providing and mixing water proofing material per 50 0.83 0.55

in cement concrete work in doses by weight of cement as kg

per manufacturer’s specification. cemen

Applying a coat of residual petroleum bitumen of grade of VG-

10 of approved quality using 1.7 kg per square metre on

damp proof course after cleaning the surface with brushes and

finally with a piece of cloth lightly soaked in kerosene oil.

Extra for laying concrete in or under water and/or liquid

mud including cum per cost of pumping or bailing out

water and removing slush etc.complete.Note for item No.

4.15 :- The quantity will be calculated by multiplying the

depth measured from the sub-soil water level up to centre of meter

of concrete under sub-soil water level with quantity of

concrete in cum executed under sub-soil water. The depth

of centre of gravity shall be reckoned correct to 0.1m. 0.05m

or more shall be taken as 0.1m and less than 0.05m ignored.

Making plinth protection 50mm thick of cement concrete

1:3:6 (1 cement :3 coarse sand : 6graded stone aggregate

6 4.17 20mm nominal size) over 75mm bed by dry brick Sqm 14.76 8.14 22.90 749.30 17158.97

ballast 40mm nominal size well rammed and consolidated

and grouted with fine sand including finishing the top

TOTAL (Carried Over to Summary of Civil Works) 245481.35 0.00

C 5.0 REINFORCED CEMENT CONCRETE WORK

Centering and shuttering including strutting, propping etc. and

removal of form for :

Foundations, footings, bases of columns, etc. for

Walls (any thickness) including attached pilasters,

butteresses, plinth and string courses etc.

Suspended floors, roofs, landings, balconies and

Lintels, beams, plinth beams, girders, bressumers

and cantilevers

e 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. Sqm 13.57 0.00 11.32 24.89 961.30 23926.76

Small lintels not exceeding 1.5m clear span, moulding as

f 5.9.15 in cornices, window sills, string courses, bands, copings, Sqm 0.80 0.00 0.56 1.36 392.15 533.32

bed plates, anchor blocks and the like.

g 5.9.16 Edges of slabs and breaks in floors and walls

h 5.9.19 Weather shade, Chajjas, corbels etc., including edges. Sqm 9.84 0.00 9.84 951.10 9358.82

Reinforcement for R.C.C. work including straightening,

2 5.22 cutting, bending, placing in position and binding all

complete upto plinth & above plinth level.

i 5.22.6 Thermo-Mechanically Treated bars. kg 834.48 2821.10 925.39 4580.97 107.85 494057.61

Extra for laying reinforced cement concrete in or under

water and/ or liquid mud, including cost of pumping or

bailing out water and removing slush etc., complete. Note

For Item No. 5.31:- The quantity will be calculated by

multiplying the depth measured from the subsoil water

level up to the centre of gravity of the R.C.C. under

subsoil water with the quantity of

R.C.C. in cubic metre executed under subsoil water. The depth

of centre of gravity shall be reckoned correct to 0.1 m. 0.05 m

or more shall be taken as 0.1 m and less than 0.05 m ignored.

No extra payment shall be made for placing

3 5.31 reinforcement or centering & shuttering under sub - soil Cum 1.69 0.00 1.44

water conditions.

Digitally signed by PRIYA

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,

4 5.33 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

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

a) 5.33.1 All works upto plinth level

Concrete of M25 grade with minimum cement content Cum 2.94 31.35 2.25

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

5.33.2.1 Concrete of M25 grade with minimum cement content Cum 5.22 0.00 4.01

TOTAL (Carried Over to Summary of Civil Works) 1126204.45 0.00

D 6.0 BRICK WORK

Brick work with common burnt clay F.P.S. (non modular)

bricks of class designation 7.5 in foundation and plinth in:

i 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) Cum 0.73 0.00 0.50 1.23 7370.65 9065.90

Extra for providing and placing in position 2 Nos. 6mm dia.

2 6.15 M.S. bars at every third course of half brick masonry (with Sqm 14.08 0.00 0.00 14.08 104.80 1475.58

F.P.S. bricks).

Brick work with clay flyash F.P.S. (non modular) brick of

3 6.32 class designation 7.5 in superstructure above plinth level up to

floor five level in :

i 6.32.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 6.20 0.00 3.28 9.48 9095.05 86221.07

Brick edging 7cm wide 11.4 cm deep to plinth protection

with common burnt clay F.P.S. (non modular) bricks of

class designation 7.5 including

grouting with cement mortar 1:4 (1 cement : 4 fine sand).

Half brick masonry with non modular fly ash bricks of

5 6.45 class designation 10, conforming to IS : 12894, in super

structure above plinth and upto floor V level.

TOTAL (Carried Over to Summary of Civil Works) 114273.26 0.00

E 8.0 MARBLE & GRANITE WORK

Providing and fixing 18mm thick gang saw cut (

premoulded and prepolished) machine cut for kitchen

platforms, vanity counters, window sills , facias and similar

locations of required size of approved shade, colour and

texture laid over 20mm thick base cement mortar 1:4 (1

cement : 4 coarse sand) with joints treated with white

cement, mixed with matching pigment, epoxy touch ups,

including rubbing, curing, moulding and polishing to edge to

1 8.2 give high gloss finish etc. complete at all levels.

a) 8.2.2 Granite of any colour and shade

i 8.2.2.1 Area of slab upto 0.50 Sqm.( For Counter) Sqm. 4.94 0.00 1.36 6.30 5413.50 34105.05

Extra for fixing marble / granite stone over and above 9028.57

corresponding basic item, in facia and drops of width upto

150mm with epoxy resin baesd adhesive including cleaning

TOTAL (Carried Over to Summary of Civil Works) 43133.62 0.00

F 9.0 WOOD & PVC WORK

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:

Digitally signed by PRIYA

35 mm thick including ISI marked Stainless Steel butt

hinges with necessary screws

Providing and fixing curtain rods of 1.25 mm thick

chromium plated brass plate, with two chromium plated

brass brackets fixed with C.P. brass screws and wooden plugs,

etc., wherever necessary complete :

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

9.48.1 Fixed to steel windows by welding kg 0.00 0.00 40.80 40.80 219.10 8939.28

Providing 40x5 mm flat iron hold fast 40 cm long including

fixing to frame with 10 mm diameter bolts, nuts and

2 9.53 wooden plugs and embedding in cement concrete block Each 6.00 0.00 14.00 20.00 228.85 4577.00

30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded

stone aggregate 20mm nominal size).

Providing and fixing oxidised M.S. casement stays (straight peg

type) with necessary screws etc. complete.

9.68.1 300 mm weighing not less than 200 gms each 0.00 67.40 0.00

Providing and fixing IS : 3564 marked Aluminium die cast

3 9.83 body tubular type universal hydraulic door closer with each 1 0 1 2.00 1124.85 2249.70

necessary accessories and screws etc. complete.

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 :

Providing and fixing aluminium handles of approved

make anodized (anodic coating not less than grade AC 10

as per IS : 1868) transparent or dyed to required colour or

shade with necessry screws etc. complete.

Providing and fixing aluminium hanging floor door stopper

ISI marked anodised (anodic coating not less than grade AC

10 as per IS : 1868) transparent or dyed to required colour and

shade with necessary screws etc. complete.

i 9.101.1 Single rubber stopper each 1.00 0.00 1.00 2.00 39.60 79.20

Providing & fixing bright finished brass 100 mm mortice

latch and lock ISI marked with six levers and a pair of

7 9.103 anodised (anodic coating not less than grade AC 10 as per each 1.00 0.00 1.00 2.00 868.95 1737.90

IS :1868) aluminium lever handles with necessary screws etc.

Providing and fixing fly proof stainless steel grade 304

wire gauge, to windows and clerestory windows using wire

9.135 gauge with average width of aperture 1.4 mm in both

directions with

wire of dia. 0.50 mm all complete.

TOTAL (Carried Over to Summary of Civil Works) 35508.11 0.00

G 10.0 STEEL WORK

Providing and fixing 1mm thick M.S. sheet door with

frame of 40x40x6 mm angle iron and 3 mm M.S. gusset

10.5 plates at the junctions and corners, all necessary fittings

complete, including applying a priming coat of approved steel

10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces sqm 0.00 5804.35 0.00

Supplying and fixing rolling shutters of approved make, made

of required size M.S. laths, interlocked together through their

entire length and jointed

together at the end by end locks, mounted on specially

designed pipe shaft with brackets, side guides and

arrangements for inside and outside

locking with push and pull operation complete, including the

cost of providing and fixing necessary 27.5 cm long wire

springs manufactured from high tensile steel wire of adequate

strength conforming to IS: 4454 - part 1 and M.S. top cover of

1 10.6 required thickness for rolling shutters.

i 10.6.1 80x1.25 mm M.S. laths with 1.25 mm thick top cover sqm 3.60 0.00 3.60 3653.20 13151.52

2 10.7 Providing and fixing ball bearing for rolling shutters. Each 3.00 0.00 3.00 492.35 1477.05

Extra for providing mechanical device chain and

crank operation for operating rolling shutters.

i 10.8.1 Exceeding 10.00 Sqm. and upto 16.80 Sqm. in the area. Sqm. 3.60 0.00 3.60 1281.35 4612.86

Digitally signed by PRIYA

Extra for providing grilled rolling shutters manufactured out

of 8 mm dia M.S. bar instead of laths as per design

approved by Engineer-in- charge,

(area of grill to be measured).

Providing and fixing factory made ISI marked steel glazed

doors, windows and ventilators side /top /centre hung

10.11 with beading and all members etc. complete of standard

rolled steel sections, joints mitred and flash butt welded and

sash bars tenoned and

Fixing with 15x3 mm lugs 10 cm. long embedded in

10.11.1 cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : Kg 0.00 0.00 0.00 0.00 131.05 0.00

3 coarse sand : 6 graded stone aggregate 20 mm nominal

Providing & fixing glass panes with putty and glazing clips

in steel doors, windows, clerestory windows all complete.

Providing and fixing T-iron frames for doors, windows

and ventilators of mild steel Tee-sections, joints mitred and

welded, including fixing of necessary butt hinges and

screws and applying a priming coat of approved steel primer.

Fixing with 15x3 mm lugs 10 cm long embedded in

i 10.13.1 cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : KG 18.90 0.00 17.33 36.23 141.70 5133.79

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

Steel work in built up tubular ( round, square or

rectangular hollow tubes etc.) trusses etc., including cutting,

10.16 hoisting, fixing in position and applying a priming coat

of approved steel primer, including welding and bolted

with special shaped washers etc. complete.

10.16.1 Hot finished welded type tubes KG 16534.50 0.00 11574.15 194.40 2250014.76

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

In stringers, treads, landings etc. of stair cases including use

of chequered plate wherever required, all complete.

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

gates and similar works.

TOTAL (Carried Over to Summary of Civil Works) 2293293.26 0.00

H 11.0 FLOORING WORK

62 mm thick cement concrete flooring with concrete hardener

topping, under layer 50 mm thick cement concrete 1:2:4

(1 cement : 2 coarse sand : 4 graded stone aggregate

20mm nominal size) and top layer 12mm thick cement

hardener consisting of mix 1:2 (1 cement hardener mix : 2

graded stone aggregate, 6mm nominal size) by volume,

hardening compound mixed @ 2 litre per 50 kg of cement

or as per manufacture’s specifications. This includes cost of

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

Kota stone slab flooring over 20 mm (average) thick base

laid over and jointed with grey cement slurry mixed with

1 11.26 pigment to match the shade of the slab including rubbing and

polishing complete with base of cement mortar 1 : 4 (1

cement : 4 coarse sand) :

Kota stone slabs 20 mm thick in risers of steps, skirting,

dado and pillars laid on 12 mm (average) thick cement mortar

2 11.27 1:3 (1 cement 3 coarse sand) and jointed with grey sqm 1.55 0.65 2.20 2354.70 5180.34

cement slurry mixed with pigment to match the shade of the

slabs, including rubbing and polishing complete.

11.31 Extra for pre finished nosing in treads of steps of Kota rmt 1.96

sand stone slab.

11.32 Extra for Kota stone/ sand stone in treads of steps and sqm 0.88

using single length up to 1.05 metre.

TOTAL (Carried Over to Summary of Civil Works) 330584.14 0.00

I 12.0 ROOFING

Digitally signed by PRIYA

Providing and laying gola 75x75mm in cement concrete

M15 grade including finishing with cement mortar 1:3 (1

cement : 3 fine sand) as per standard design in 75x75 mm

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.

2 12.22 sheet 1 m x1 m x 400 micron, finished with 12 mm cement each 1.00 0.00 1.00 2.00 298.25 596.50

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 Type A, including

3 12.41 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

4 12.42 water pipes conforming to IS : 13592 Type A, including

jointing with seal ring conforming to IS : 5382, leaving 10

mm gap for thermal expansion.

a) 12.42.1 Coupler

c) 12.42.6 Shoe (Plain)

Providing and fixing precoated galvanised iron profile sheets

(size, shape and pitch of corrugation as approved by Engineer-

in-charge) 0.50 mm (+ 0.05 %) total coated thickness 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 Engineerin-

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

12.50 size and shape wherever required. Sqm. 0 383 0.00