Construction of Additional Block Rooms for Girls Boys Hostels along with Playgrounds and Supply of Furniture at NID Jorhat under Phase-II

ABSTRACT OF COST (Figures in Rs.) (R2)

Sl. No. DESCRIPTION OF HEAD OF WORK SCHEDULED ITEMS BASED NON SCHEDULED ITEMS

3 PLAY COURT & ACCESSORIES WORKS 1,37,29,463.25 29,02,220.00

4 FURNITURE 3,28,62,962.88

GRAND TOTAL 21,63,74,897.28

GRAND TOTAL 21,63,74,897.28

Digitally signed by

GS 1 AVANISH KUMAR

KUMAR 17:27:58 IST

NATIONAL INSTITUTE OF DESIGN AT JORHAT, ASSAM (PHASE II)

EXTENSION TO BOYS' HOSTEL

GRAND SUMMARY OF COST (Figures in Rs.) (R2)

Sl. No. DESCRIPTION OF HEAD OF WORK SCHEDULED ITEMS NON SCHEDULED

BASED ON DSR ITEMS

2 PLUMBING AND SANITARY WORKS 22,70,848.75 18,82,308.00

3 ELECTRICAL WORKS 22,72,346.00 8,83,717.00

4 FIRE FIGHTING WORKS 4,23,030.00 3,82,532.00

GRAND TOTAL 8,99,23,636.25

GRAND TOTAL 8,99,23,636.25

NATIONAL INSTITUTE OF DESIGN AT JORHAT, ASSAM (PHASE II)

EXTENSION TO BOYS' HOSTEL

SUMMARY OF CIVIL WORKS (figures in Rs.) (R2)

Sl. No. Chapter Description/ Head of work

Scheduled Items Non Scheduled items

1 Earth Work 17,36,124.75 -

4 Brick Work 45,14,071.00 -

5 Marble Work 32,10,724.20 -

8 Steel Work 47,90,730.00 -

9 Flooring Work 34,87,631.85 -

10 Roofing Work 1,45,447.30 -

11 Water Proofing Work 13,83,704.25 -

13 Aluminium Works 31,43,306.20 82,456.00

14 Miscellaneous Work 2,96,759.00 55,376.00

TOTAL OF CIVIL WORKS CARRIED OVER

TO GRAND SUMMARY OF COSTS

BOQ - (CIVIL) SUM 2

NATIONAL INSTITUTE OF DESIGN AT JORHAT, ASSAM

BILL OF QUANTITY - CIVIL WORKS

CHAPTER - 1 : EARTH WORK

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

2.6 1.1 Earthwork in excavation by mechanical means (hydraulic

excavator)/manual means over areas (exceeding 30cm in depth, 1.5m in

width as well as 10sqm on plan) including disposal of excavated earth

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

2.8 1.2 Earth work in excavation by mechanical means(hydraulic excavator)/

manual means in foundation trenches (not exccding1.5m in width or 10

sq.m on plan) including dressing of sides and ramming of bottoms, lift

upto 1.5m, including getting out the excavated soil and disposal of surplus

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

2.26 1.3 Extra for every additional lift of 1.5 m or part thereof in excavation /

banking excavated or stacked materials .

2.25 1.4 Filling available excavated earth (excluding rock) in trenches, plinth, sides

of foundations etc. in layers not exceeding 20 cm in depth: consolidating

each deposited layer by ramming and watering, lead up to 50 m and lift

2.27 1.5 Supplying and filling in plinth with sand under floors, including watering,

ramming, consolidating and dressing complete. cum 70 2,161.20 1,51,284.00

2.34 1.6 Supplying chemical emulsion in sealed containers including delivery as

2.34.1 1.6.1 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% litre 390 200.90 78,351.00

2.35 1.7 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL

anti-termite treatment (excluding the cost of chemical emulsion):

BOQ - BH (CIVIL) 3

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

2.35.2 (a) Along the external wall below concrete or masonry apron using chemical

emulsion @ 2.25 litres per linear meter including drilling and plugging

2.35.2.1 (b) With Chlorpyriphos/ Linadane E.C. 20% with 1% concentration. Meter 175 44.70 7,822.50

2.35.3 1.8 Treatment of soil under existing floors using chemical emulsion @ one

litre per hole, 300mm apart including drilling 12mm diameter holes and

plugging with cement mortar 1:2 (1 cement:2 coarse sand) to match the

existing floor.:

2.35.3.1 1.8.1 With Chlorpyriphos/ Linadane E.C. 20% with 1% concentration. SqM 665 256.15 1,70,339.75

TOTAL OF EARTH WORK CARRIED OVER TO SUMMARY OF CIVIL

BOQ - BH (CIVIL) 4

CHAPTER - 2 : CONCRETE WORK

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

4.1 2.1 Providing and laying in position cement concrete of specified grade

excluding the cost of centering and shuttering - All work upto plinth level.

4.1.6 2.1.1 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6

graded stone aggregate 40 mm nominal size derived from natural

4.1.8 2.1.2 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8

graded stone aggregate 40 mm nominal size derived from natural

NS 2.2 Providing and laying in position cement concrete 1:5.10 with Jhama brick

aggregate in sunken portion of WC as per the direction of Engineer-in-

4.10 2.3 Providing and laying damp-proof course 40mm thick with cement concrete

1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4

graded stone aggregate 12.5mm nominal size derived from natural

4.12 2.4 Extra for providing and mixing water proofing material in cement concrete per

work in doses by weight of cement. As par manufacturer's specification. 50kg.

4.13 2.5 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 sqm 115 113.85 13,092.75

BOQ - BH (CIVIL) 5

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

4.15 2.6 Extra for laying concrete in or under water and/or liquid mud including cost cum per

of pumping or bailing out water and removing slush etc. complete. metre

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 0.1m and less

than 0.05m ignored.

TOTAL OF CONCRETE WORK CARRIED OVER TO SUMMARY OF

BOQ - BH (CIVIL) 6

CHAPTER - 3 : R.C.C WORKS

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

5.9 3.1 Centring and shuttering including strutting, propping etc. and removal of

5.9.1 3.1.1 Foundations, footings, bases of columns etc. for mass concrete. sqm 570 307.95 1,75,531.50

5.9.2 3.1.2 Walls (any thickness) including attached pilasters, butteresses, plinth and

string courses etc. sqm 5 669.55 3,347.75

5.9.3 3.1.3 Suspended floors, roofs,landings, balconies and access platform. sqm 2120 766.55 16,25,086.00

5.9.4 3.1.4 Shelves (Cast in situ) sqm 20 766.55 15,331.00

5.9.5 3.1.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 3070 608.35 18,67,634.50

5.9.6 3.1.6 Columns, Pillars, Piers, Abutments, Posts and Struts sqm 1590 804.25 12,78,757.50

5.9.7 3.1.7 Stairs, (excluding landings) except spiral-staircases. sqm 165 657.75 1,08,528.75

5.9.15 3.1.9 Small lintels not exceeding 1.5m clear span, moulding as in cornices,

window sills, string courses, bands, copings, bed plates, anchor blocks

and the like sqm 105 307.95 32,334.75

5.9.16 3.1.10 Edges of slab and breaks in floors and walls.

5.9.19 3.1.12 Weather shade, Chajjas, corbels etc., including edges sqm 50 814.95 40,747.50

5.22 3.2 Steel reinforcement for R.C.C. work including straightening, cutting,

bending, placing in position and binding all complete upto plinth level.

5.22.6 3.2.1 Thermo-Mechanically Treated bars kilogram 99315 89.65 89,03,589.75

5.22A 3.3 Steel reinforcement for R.C.C. work including straightening, cutting,

bending, placing in position and binding all complete above plinth level.

5.22A.6 3.3.1 Thermo-Mechanically Treated bars kilogram 119340 89.65 1,06,98,831.00

5.30 3.4 Add for plaster drip course/ groove in plastered surface or moulding to

R.C.C. projections. mtr 315 64.70 20,380.50

BOQ - BH (CIVIL) 7

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

5.33 3.5 Providing and laying in position ready mixed or site batched design mix

cement concrete for reinforced cement concrete work; using coarse

aggregate and fine aggregate derived from natural sources, Portland

Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in

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

concrete, to improve durability and workability without impairing strength;

including pumping of concrete to site of laying, curing, carriage for all

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

reinforcement as per direction of the engineer-in-charge; for the following

grades of concrete.

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

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

design mix is more than 110% of the specified minimum cement content,

the contractor shall have discretion to either re-design the mix or bear the

cost of extra cement.

5.33.1 3.5.1 All works upto plinth level.

5.33.1.1 3.5.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum cum 460 7,997.30 36,78,758.00

5.33.2 3.5.2 All works above plinth level upto floor V level.

5.33.2.1 3.5.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum cum 775 10,080.15 78,12,116.25

5.2 3.6 Reinforced cement concrete work in walls (any thickness), including

attached pilasters, buttresses, plinth and string courses, fillets, columns,

pillars, piers, abutments, posts and struts etc. above plinth level up to floor

five level, excluding cost of centering, shuttering, finishing and

reinforcement :

5.2.1 3.6.1 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural

sources : 3 graded stone aggregate 20 mm nominal size

derived from natural sources) cum 2 10,185.05 20,370.10

5.3 3.7 Reinforced cement concrete work in beams, suspended floors, roofs

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

bands, plain window sills, staircases and spiral stair cases above plinth

level up to floor five level, excluding the cost of centering, shuttering,

finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-

III) derived from natural sources : 3 graded stone aggregate 20 mm

nominal size derived from natural sources). cum 8 10,719.30 85,754.40

BOQ - BH (CIVIL) 8

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

5.35 3.8 Add for using extra cement in the items of design mix over and above the

specified cement content therein quintal 990 688.45 6,81,565.50

20.2 3.9 Boring, providing and installation bored cast-in-situ reinforced cement

concrete piles of grade M-25 of specified diameter and length below the

pile cap, to carry a safe working load not less than specified, excluding the

cost of steel reinforcement but including the cost of boring with bentonite

solution and temporary casing of appropriate length for setting out and

removal of same and the length of the pile to be embedded in the pile cap

etc. by percussion drilling using Direct mud circulation (DMC) or Bailer

and chisel technique by tripod and mechanical Winch Machine all

complete, including removal of excavated earth with all its lifts and leads

(length of pile for payment shall be measured up to bottom of pile cap).

Note: Truck Mounted rotary/TMR/Tubewell boring machine shall not

20.6 3.10 Vertical load testing of piles in accordance with IS 2911 (Part IV ) including

installation of loading platform by Kentledge method and preparation of

pile head or construction of test cap and dismantling of test cap after test

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

Note : 1. Initial and Routine Load Test shall not be carried out by Dynamic

method of testing .

Note : 2 .Testing agency shall submitt the design of loading platform for

the approval of Engineer-in-charge.

20.6.1 3.10.1 Single Pile upto 50 tonne Safe capacity .

20.6.1.1 3.10.1.1 Initial test ( Test Load 2.5 times the Safe capacity ) per test 1 51,510.60 51,510.60

20.6.1.2 3.10.1.2 Routine test ( Test Load 1.5 times the Safe capacity ) per test 4 18,463.55 73,854.20

BOQ - BH (CIVIL) 9

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

NS 3.11 Providing & fixing Polyethylene joint filler board in expansion joints 70mm

wide in average350mm wide column and average 650mm deep beam

junctions manufactured by M/s Supreme Industries Limited or equivalent

over a layer of neoprene based adhesive at apporox. 500gms per sq. Mtr

(Density not less 30kg/cum) and finishing the same with EPDM membrane

and epoxy as per manufacturer's manual and instruction

NS 3.12 Providing and fixing Polyethylene joint filler board in expansion joints as

shown in drawing.

NS 3.13 Providing and filling in position thick polyurethane sealant in expansion

5.29 3.14 Providing and fixing sheet covering over expansion joints with iron screws

5.29.2 3.14.1 Aluminium fluted strips 3.15 mm thick

5.31 3.15 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. cum 375 905.50 3,39,562.50

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.

5.1 3.16 Providing and laying in position specified grade of reinforced cement

concrete excluding the cost of centering, shuttering, finishing and

reinforcement - All work upto plinth level.

5.1.3 3.16.1 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4

graded stone aggregate 20 mm nominal size de rived from natural

BOQ - BH (CIVIL) 10

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

15.3 3.17 Demolishing R.C.C. work manually/ by mechanical means including

stacking of steel bars and disposal of unserviceable material within 50

metres lead as per direction of Engineer - in- charge. cum 1 2,928.10 2,928.10

TOTAL OF R.C.C WORKS CARRIED OVER TO SUMMARY OF CIVIL

BOQ - BH (CIVIL) 11

CHAPTER - 4 : BRICK WORK

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

6.1 4.1 Brick work with common burnt clay F.P.S.(non modular) bricks of class

designation 7.5 in foundation and plinth in :

6.1.2 4.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 50 6,658.25 3,32,912.50

6.47 4.2 Providing and laying autoclaved aerated cement blocks masonry with

150mm/230mm/300 mm thick AAC blocks in super structure above plinth

level up to floor V level with RCC band at sill level and lintel level with

approved block laying polymer modified adhesive mortar all complete as

per direction of Engineer-in Charge. (The payment of RCC band and

reinforcement shall be made for seperately). cum 555 6,994.15 38,81,753.25

7.1 4.3 Random rubble masonry with hard stone in foundation and plinth

including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse

sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level

7.1.1 4.3.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 45 6,653.45 2,99,405.25

TOTAL OF BRICK WORK CARRIED OVER TO SUMMARY OF CIVIL

BOQ - BH (CIVIL) 12

CHAPTER - 5 : MARBLE WORK

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

8.2 5.1 Providing and fixing 18 m thick gang saw cut, mirror polished,

premoulded and prepolished, machine cut for kitchen platforms, vanity

counters, window sills, facias and similar locations of required size,

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

mortar 1:4 ( 1 cement : 4 coarse sand) joints treated with white cement,

mixed with matching pigment, epoxy touch ups, including rubbing, curing

moulding and polishing to edges to give high gloss finish etc. complete at

8.2.2 5.1.1 Granite stone slab colour black, Cherry/Ruby red

8.3 5.2 Providing edge moulding to 18 mm thick marble stone counters, Vanities

etc. including machine polishing to edge to give high gloss finish etc.

complete as per design approved by Engineer - in- Charge

8.4 5.3 Extra for fixing marble/granite stone, over and above corresponding basic

item, in facia and drops of width upto 150 mm with epoxy resin based

adhesive, including cleaning etc. complete. metre 30 475.55 14,266.50

8.5 5.4 Extra for providing opening of required size & shape for wash basin/

kitchen sink in kitchen platform, vanity counter and similar location in

marble/granite/stone work, including necessary holes for pillar taps etc.

including moduling, rubbing and polishing of cut edges etc. complete. each 8 808.15 6,465.20

8.10 5.5 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 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.

8.10.2 5.5.1 Granite Stone of approved shade sqm 10 3,542.85 35,428.50

TOTAL OF MARBLE WORK CARRIED OVER TO SUMMARY OF CIVIL

BOQ - BH (CIVIL) 13

CHAPTER - 6 : WOOD WORK

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

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

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

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

fastener shall be paid for separately).

9.1.1 6.1.1 Second class teak wood cum 4 1,31,576.95 5,26,307.80

9.20 6.2 Providing and fixing ISI marked flush door shutters conforming to IS :

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

frame of 1st class hard wood and well matched teak 3 ply veneering

with vertical grains or cross bands and face veneers on both faces of

9.20.1 6.2.1 35 mm thick including ISI marked Stainless Steel butt hinges

with necessary screws sqm 224 3,086.10 6,91,286.40

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

minimum depth on all edges of flush door shutters (over all area of door

shutter to be measured). 401.40

9.42 6.4 Providing and fixing 18 mm thick, 150 mm wide pelmet of flat pressed 3

layer or graded wood particle board medium density grade I, IS : 3087

marked, including top cover of 6 mm commercial ply wood conforming to

IS: 303 BWR grade, nickel plated M.S. pipe 20 mm dia ( heavy type)

curtain rod with nickel plated brackets, including fixing with 25x3 mm M.S.

flat 10 cm long fixed to pelmet with hollock wood cleats of size 100 mm x

40 mm x 40 mm on both inner side of pelmet and rawl plugs 75 mm long

etc. all complete. meter 105 511.55 53,712.75

9.48 6.5 Providing and fixing M.S. grills of required pattern in frames of windows

etc. with M.S. Flats,square or round bars etc. including priming coat with

approved steel primer all complete.

9.48.2 6.5.1 Fixed to openings / wooden frames with rawl plugs screws etc. kg 1230 197.70 2,43,171.00

9.62 6.6 Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts

and screws etc. complete :

9.63 6.7 Providing and fixing ISI marked oxidized M.S. tower bolt black finish,

(barrel type) with necessary screws etc. complete.

BOQ - BH (CIVIL) 14

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

9.66 6.8 Providing and fixing ISI marked oxidised M.S. handles conforming to

IS:4992 with necessary screws etc. complete :

9.96 6.9 Providing and fixing aluminium sliding door bolts ISI marked anodised (

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

dyed to required colour or shade with nuts and screws etc. complete.

9.97 6.10 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic

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

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

9.100 6.11 Providing and fixing aluminium handles ISI marked , anodised (anodic

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

required colour or shade with necessary screws etc. complete.

9.95 6.12 Providing and fixing ISI marked aluminium butt hinges anodised (anodic

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

required colour or shade with necessary screws etc. complete:

9.101 6.13 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

9.101.1 6.13.1 Single rubber stopper each 211 35.50 7,490.50

9.24 6.14 Extra for providing vision panel not exceeding 0.1 sqm in all type of flush

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

BOQ - BH (CIVIL) 15

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

9.24.1 6.14.1 Rectangular or square. sqm 3 173.95 521.85

9.127 6.15 Providing & Fixing decorative high pressure laminated sheet of plain /

wood grain in gloss / matt/ suede finish with high density protective

surface layer and reverse side of adhesive bonding quality conforming to

IS : 2046 Type S, including cost of adhesive of approved quality.

9.141 6.16 Providing and fixing PVC Door Frame of size 50x47 mm with a wall

thickness of 5 mm (± 0.2 mm), made out of single piece extruded PVC

profile, with mitred cut joints and joint with 2 nos of PVC bracket of size

190 mm x 100 mm long arms of cross section size 35 x 15 mm & self

driven self taping screws, the vertical door profiles to be reinforced with

40x20 mm M.S. rectangular tube of 0.8 mm , including providing EPDM

rubber gasket weather seal throughout the frame, including jointing 5 mm

PVC frame strip with PVC solvent cement on the back of the profile. The

door frame to be fixed to the wall using 8 x100 mm long anchor fasteners

complete, all as per manufacturer's specification and direction of

Engineer -in- charge. metre 290 462.25 1,34,052.50

9.142 6.17 35 mm thick factory made Solid panel PVC Door shutter, made out of

single piece extruded soild PVC profiles, 5 mm (± 0.2 mm) thick, having

styles & rails (except lock rail) of size 95 mmx 35 mm x 5 mm, out of

which 75 mm shall be flat and 20 mm shall be tapered (on both side),

having one side thickness of 15 mm integrally extruded on the hinge side

of the profile for better screw holding power, including reinforcing with MS

tube of size 40 mm X 20 mm x 1 mm, joints of styles & rails to be mitered

cut & joint with the help of PVC solvent cement, self driven self tapping

screws & M.S. rectangular pipes bracket of size 190 mm X 100 mm of

cross section size 35 mm x 17 mm x 1 mm at each corner. Single piece

extruded 5 mm thick solid PVC Lock rail of size 115 mm x 35 mm, out of

which 75 mm to be flat and 20 mm to be tapered at both ends, having 15

mm solid core in middle of rail section integrally extruded, fixing the styles

& rails with the help of solvent and self driven self tapping screws of 125

mm x 11 mm, including providing 5 mm Single piece solid PVC extruded

sheet inserted in the door as panel, all complete as per manufacturer’s

specification and direction of Engineer-in-charge.

BOQ - BH (CIVIL) 16

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

9.142.1 6.17.1 Non decorative finish (matt finish) sqm 85 3,467.20 2,94,712.00

9.14 6.18 Extra for providing ISI marked Stainless Steel butt hinges instead of M.S.

pressed butt hinges bright finished of required size with necessary

screws. (Shutter area to be measured). sqm 224 147.15 32,961.60

NS 6.19 Supply and fixing of Red Marranti door frame of section 145mmx70mm

with heat activated intumescent fire seal strip of size 10mm x 4mm of

approved make Astroflame / Raven / Lorient / Marshall and one coat ant

termite fire retardant Primer of approved brand and fixing in existing

opening with Hilti / Cannon dash fasterfor size 10mm dia x 125mm long

(4 Nos. each side) Meter 47 1,973.00 92,731.00

NS 6.20 Supply and fixing of minimum 55mm thick asbestos free composite fire/

smoke check wooden shutters of 120 min. Fire Rating confirming to IS:

3614 Part II & BS:476 Part 20 & 22 (meeting insulation crieteria for 2hrs.)

comprising of two only 9mm thick Starpan calcium silicate boards, a

100% without Asbestos, having density not more than 1050Kg/M3 and

thermal conductivity 0.14 W/m*K sandwiching 20mm thick fire resistance

insulation filler faced with 3mm thick commercial ply facing on both faces

with heat activated intumescent fire seal strip of size 10mm x 4mm

Astroflame / Raven / Lorient/ Marshall mounted in the grooves of IInd

class teak wood lipping on all sides except bottom. The intumescent

sealant is used to fill the gaps between board and internal wooden

lipping. The manufacturer should submit test report of single and double

wooden fire door of 120 minutes fire rating along with the approved vision

panel size as per the Engineer-in-charge tested from CBRI Roorkee of

not later than 10 years prior to manufacturing for the approval of the

specilized agency for both Single Leaf and Double Leaf Doors.

9.139 6.21 Providing and fixing panic bar / latch (Double point) fitted with a single

body, Trim Latch & Lock on back side of the Panic Latch of reputed

brand and manufacture to be approved by the Engineer- in- charge, all

NS 6.22 HINGES: Supply and fixing of Dorma’s BB4353 /Ingersoll Rands' Briton’s

/ Marshall’s Fire Rated 304 grade stainless steel ball bearing hinges of

size 102x73x3mm of approved make with 8 Nos. stainless steel screws

BOQ - BH (CIVIL) 17

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

NS 6.23 VISION PANEL : Providing and fixing vision panel of Schott/Pilkington/

Asahi of size 300 x 300 mm of minimum 5 mm thick clear toughened

glass of approved make for 120min. fire rating which can also withstand

thermal shock upto 800oC shall be used as a glazing. Vision Panel to be

fixed with required beading and fire rated acrylic sealant tested in

accordance with IS : 3614 Part -II and BS : 476 Part 20& 22 , for 120min.

fire rating for stability and integrity and insulation criteria complete in all

respect as per direction of Engineer- in-Charge. The manufacture should

have prior test certificates for both single leaf and double leaf fire doors

with from CBRI Roorkee for 2Hrs fire rating complete as per direction of

Engineer-In-Charge.

NS 6.24 D- TYPE HANDLE: Supply and fixing of 304 grade stainless steel D-type

back to back pull handle of size 300mm long and 22 mm dia with

complete roses for both metal & wooden fire doors Make and Catalogue

No/Item Code: (Ingersoll Rand's Briton – C4721.300B2B , Marshall -

MHBTB-1000 & DormaKaba's -TGDIH-9125492)

NS 6.25 DOOR CLOSER: Providing and fixing of Dorma's TS 83, Ingersoll Rand's

Briton's LCN 1460 and Marshall's MH DC S14016 SIL extruded

aluminum body heavy duty 2 hours fire rated door closer. The door

closers should be of size 2-4, Non handed having back check, and

delayed action and shall be tested along with the Glazed/ Metal / Wooden

fire doors from CBRI Roorkee as per IS 3614 Part II & BS476 Part - 20 &

22 The door closer shall have 10 years mechanical warranty from the

manufacturer and complies with EN 1154 - for 100000 cycles and is

ANSI/BHIMA certified. each 16 4,845.00 77,520.00

NS 6.26 DEAD LOCK : Providing and fixing 2 hours fire rated Dead Lock System

of approved makes in Wooden / Metal fire door shutters with necessary

accessories and screws etc. all complete as per the specifications of the

approved vendor and directions of the Engineer- in-charge. Make and

Catalogue No./Item Code: (Briton- 5410 series / Dormakaba- 288a Dead

Lock package ,Marshall: MH-L-13002 XX) for both metal & wooden fire

BOQ - BH (CIVIL) 18

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

NS 6.27 TOWER BOLT: Supply and fixing of Dorma’s 9114306 , Briton’s DAL

FBH 6, Marshall’s MS 300 304 grade Stainless Steel exposed Tower Bolt

of size 16mm dia rod and 250 mm long with complete screws.(Marshall

TOTAL OF WOOD WORK CARRIED OVER TO SUMMARY OF CIVIL

BOQ - BH (CIVIL) 19

CHAPTER - 7 : BAMBOO WORK

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

7.1 BAMBOO MAT BOARD FALSE CEILING

26.6C 7.1.1 Providing and fixing at all height false ceiling of 4mm thick phenol bonded

Bamboo Mat board (595x595mm) conforming to IS:13958- 1994 including

providing and fixing of frame work made of GI angle 25x25x0.4 mm thick

all around suitably fixed to wall with the help of dash fastener and hanger

frame (600x600 c/c) made GI slotted Tee having powder coating on

bottom side (30x25x0.3 mm thick for main member & 25x25x0.3 mm for

cross member) connected to ceiling with 2.64mm GI wire and anchor

fastener at every junction and also including cost of making openings for

light fittings, grills, diffusers, cut outs made with frame of perimeter

channels suitably fixed all complete as per direction of Engineer-in-

CONNECTING CORRIDOR

NS 7.2 BAMBOO TWIN COLUMNS

7.2.1 Providing and fixing treated bamboo columns, 3.0 mm average height with

2 nos 75mm dia (average)8 - 10 mm thick bamboo with cross bracings of

75mm dia (average)8-10 mm thick bamboo fixed to foundation with 12

mm dia reinforcement,Bamboo column shall be finished with water

repellent paint all complete as per the instruction of Engineer-in charge

(RCC 1: 2;4 & Reinforcement to be paid separately)

NS 7.3 BAMBOO TRUSS

7.3.1 Providing and fixing treated bamboo Truss at all heights with 75mm dia

(average) 8 - 10 mm thick bamboo, Bamboo members shall be finished

with water repellent paint all complete as per the instruction of Engineer-

NS 7.4 BAMBOO PURLINS

7.4.1 Providing and fixing treated twin bamboo purlins average 75-120mm dia

10-12mm thickness fixed to roof truss with 10 mm dia G.I. bolts, nuts &

washers, Bamboo purlins shall be finished with water repellent paint all

complete as per the instruction of Engineer-in charge.

BOQ - BH (CIVIL) 20

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

7.5 BAMBOO MAT CORRUGATED SHEET ROOFING

26.6A 7.5.1 Providing, erecting, laying and fixing in position in 3.5 to 4 mm thick

bamboo mat corrugated sheet (BMCS) as per IS: 15476-2004 in roofing

with self drilling screws along with EPDM washers complete or with

galvanized iron J or L hooks 8mm dia G.I. plain and bitumen washers etc,

all complete as per direction of Engineer-in-Charge. sqm 30 5,188.65 1,55,659.50

26.6B 7.6 Providing and fixing in position ridges of 3.5 to 4 mm thick bamboo mat

ridge cap (BMRC) as per IS: 15476-2004 in roofing with self drilling

screws along with EPDM washers complete or with galvanized iron J or L

hooks 8mm dia G.I. plain and bitumen washers etc, all complete as per

direction of Engineer-in-Charge. Metre 15 4,147.25 62,208.75

TOTAL OF BAMBOO WORK CARRIED OVER TO SUMMARY OF CIVIL

BOQ - BH (CIVIL) 21

CHAPTER - 8 : STEEL WORK

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

10.5 8.1 Providing and fixing 1 mm thick M.S. sheet door with frame of 40 x 40 x 6

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.

10.5.1 8.1.1 Using M.S. angles 40 x 40 x 6 mm for diagonal braces. sqm 6 4,781.15 28,686.90

10.13 8.2 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 priming coat of approved

10.13.1 8.2.1 Fixing with 15x3 mm lugs 10 cm long enbedded in cement concrete block

15x10x10 cm of C.C. 1:3:6( 1 Cement : 3 coarse sand : 6 graded stone

aggregate : 20mm nominal size) kg 42 114.65 4,815.30

10.25 8.3 Steel work welded in built up sections/ framed work, including cutting,

hoisting, fixing in position and applying a priming coat of approved steel

primer using structural steel etc.as required

10.25.2 8.3.1 In gratings, frames, guard bar, ladders, railings, brackets, gates & similar

10.26 8.4 Providing and fixing hand rail of approved size by welding etc. to steel

ladder railing, balcony railing, staircase railing and similar works,

including applying priming coat of approved steel primer.

10.27 8.5 Providing and fixing carbon steel galvanised ( minimum coating 5 micron)

dash fastener of 10 mm dia double threaded 6.8 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.

10.18 8.6 Providing and fixing circular / hexagonal cast iron or M.S. sheet box for

ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm

thick M.S. sheet with its top surface hacked for proper binding, top lid shall

be screwed into the cast iron/M.S. sheet box by means of 3.3 mm dia

round headed screws, one lock at the corners. Clamp shall be made of 12

mm dia M.S. bar bent to shape as per standard drawing . each 136 185.20 25,187.20

BOQ - BH (CIVIL) 22

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

10.16 8.7 Steel work in built up tubular ( round, square or rectangular hollow tubes

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

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

special shaped washers etc. complete.

10.16.2 8.8 Hot finished seamless type tubes kg 24800 154.90 38,41,520.00

TOTAL OF STEEL WORK CARRIED OVER TO SUMMARY OF CIVIL

BOQ - BH (CIVIL) 23

CHAPTER - 9 : FLOORING

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

11.16 9.1 Precast terrazo tiles 22 mm thick with graded marble chips of size upto 12

mm, laid in floors, and landings, 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

11.16.1 9.1.1 Light shade pigment using white cement sqm 1387 1,309.90 18,16,831.30

11.16.2 9.1.2 Medium shade pigment using 50% white cement and 50% ordinary

11.18 9.2 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 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 :

11.18.1 9.2.1 Light shade pigment using white cement sqm 22 2,027.75 44,610.50

11.18.2 9.2.2 Medium shades pigment using 50% white cement and 50% ordinary

11.26 9.3 Kota stone slab flooring over 20 mm (average) thick base laid over and

jointed with grey cement slurry mixed with pigment to match the shade of

the slab, including rubbing and polishing complete with base of cement

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

11.27 9.4 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 cement : 3 coarse

sand) and jointed with grey cement slurry mixed with pigment to match the

shade of the slabs, including rubbing and polishing complete.

BOQ - BH (CIVIL) 24

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

8.31 9.5 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS:

15622 (thickness to be specified by the manufacturer), of approved make,

in all colours, shades except burgundy, bottle green, black of any size as

approved by Engineer-in-Charge, in skirting, risers of steps and dados,

over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand)

and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in

white cement mixed with pigment of matching shade complete.

11.37 9.6 Providing 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 colours such as White, Ivory, Grey,

Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4

Coarse sand) including pointing the joints with white cement and matching

pigment etc. complete. sqm 206 935.60 1,92,733.60

11.44 9.7 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 sqm 25 815.45 20,386.25

TOTAL OF FLOORING WORK CARRIED OVER TO SUMMARY OF

CIVIL WORKS 34,87,631.85 -

BOQ - BH (CIVIL) 25

CHAPTER - 10 : ROOFING

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

12.21 10.1 Providing gola 75 x 75 mm in cement concrete 1:2:4 (1 cemment : 2

course sand : 4 stone aggregate 10 mm & down gauge) including finishing

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

12.22 10.2 Making khurras 45x45 cm with average minimum thickness of 5 cm

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

aggregate of 20 mm nominal size) over P.V.C. sheet 1mx1mx400 micron,

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

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

outlet complete each 16 266.60 4,265.60

12.45 10.3 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 37 mm, at 1200 mm centre to centre, one

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

with 6 mm 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 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 at 230 mm

BOQ - BH (CIVIL) 26

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

c/c, including jointing and finishing to a flush finish of tapered and square

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:

12.45.1 10.3.1 12.5mm thick tapered edge gypsum plain board conforming to IS : 2095 -

TOTAL OF ROOFING WORK CARRIED OVER TO SUMMARY OF CIVIL

BOQ - BH (CIVIL) 27

CHAPTER - 11 : WATER PROOFING

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

22.6 11.1 Providing and laying water proofing treatment on roofs of slabs by

applying cement slurry mixed with water proofing cement compound

consisting of applying:

a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm

mixed with water proofing cement compound @ 0.253 kg/sqm.

b) laying second layer of Fibre glass cloth when the first layer is still green.

Overlaps of joints of fibre cloth should not be less than 10 cm.

c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289

kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and

coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours

followed by water curing for 48 hours. The entire treatment will be taken

upto 30 cm on parapet wall and tucked into groove in parapet all around.

d) fourth and final layer of brick tiling with cement mortar (which will be

paid for separately.

For the purpose of measurement the entire treated surface will be

12.19 11.2 Providing and laying brick tiles over mumty roofs, grouted with cement

mortar 1:3 (1 cement : 3 fine 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 finished neat :

12.19.1 11.2.1 With common burnt clay F.P.S. (non modular) brick tiles of class

designation 10 sqm 650 549.05 3,56,882.50

22.14 11.3 Grading roof for water proofing treatment with

22.14.1 11.3.1 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone

aggregate 20 mm nominal size) cum 48 7,510.75 3,60,516.00

BOQ - BH (CIVIL) 28

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

22.3 11.4 Providing and laying water proofing treatment to vertical and horizontal

surfaces of depressed portions of W.C., kitchen and the like consisting

(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 20 mm 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 @

TOTAL OF WATER PROOFING WORK CARRIED OVER TO SUMMARY

OF CIVIL WORKS 13,83,704.25 -

BOQ - BH (CIVIL) 29

CHAPTER - 12 : FINISHING

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

13.16 12.1 6 mm cement plaster of mix

DERIVED 12.2 18 mm cement plaster in two coats under layer 12 mm thick cement

FROM plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm

13.11 thick cement plaster 1:6 (1 cement : 6 coarse sand). sqm 2390 464.00 11,08,960.00

13.21 12.3 Extra for providing and mixing water proofing material in cement plaster per bag

work in proportion recommended by the manufacturers. of 50kg.

13.22 12.4 Extra for plastering exterior walls of height more than 10 m from ground

level for every additional height of 3 m or part thereof. sqm 1027 72.80 74,765.60

13.78 12.5 Providing and applying 12 mm thick (average) premixed formulated one

coat gypsum lightweight plaster having additives and light weight

aggregates as vermiculite/ perlite respectively conforming to IS: 2547

(Part - 1 & II) 1976, applied on hacked / uneven background such as bare

brick/ block/ RCC work on walls & ceiling at all floors and locations,

finished in smooth line and level etc. complete. sqm 5864 363.45 21,31,270.80

13.37 12.6 White washing with lime to give an even shade:

13.37.1 12.6.1 New work (three or more coats)

13.83 12.7 Wall painting with premium acrylic emulsion paint of interior grade, having

VOC (Volatile Organic Compound ) content less than 50 grams/ litre of

approved brand and manufacture, including applying additional coats

wherever required to achieve even shade and colour.

13.83.2 12.7.1 Two coats

13.62 12.8 Painting with synthetic enamel paint of approved brand and manufacture

of required colour to give an even shade:

13.62.1 12.8.1 Two or more coats on new work over an under coat of suitable shade with

ordinary paint of approved brand and manufacture.

BOQ - BH (CIVIL) 30

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

13.48A 12.9 Finishing walls with 100% Premium acrylic emulsion paint having VOC

less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali &

fungal resistance, dirt resistance exterior paint of required shade

(Company Depot Tinted) with silicon additives

13.48A.1 12.9.1 New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and

including priming coat of exterior primer applied @ 0.90 litre/10 sqm.

13.45 12.10 Finishing walls with textured exterior paint of required shade :

13.45.1 12.10.1 New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and

including priming coat of exterior primer applied @ 2.20kg/10 sqm

13.33 12.11 Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) :

13.33.1 12.11.1 Flush / Ruled pointing

13.68 12.12 French spirit polishing :

13.68.1 12.12.1 Two or more coats on new works including a coat of wood filler sqm 180 368.30 66,294.00

NS 12.13 Providing & fixing chicken wire mesh (Reference IS: 3150- 1982) of 19 -

25mm size aperture, 0.63 - 0.8 mm thick at the junction of RCC

members and AAC Block work, of approved quality including fixing mesh

in position by necessary nailling in concrete & AAC Block masonary and

or tying by binding wire etc. complete sqm 1005 636.00 6,39,180.00

TOTAL OF FINISHING WORK CARRIED OVER TO SUMMARY OF

BOQ - BH (CIVIL) 31

CHAPTER - 13 : ALUMINIUM WORK

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

21.1 13.1 Providing and fixing aluminium work for doors, windows, ventilators and

partitions with extruded built up standard tubular sections/ appropriate Z

sections and other sections of approved make conforming to IS: 733 and

IS: 1285, fixing with dash fasteners of required dia and size, including

necessary filling up the gaps at junctions, i.e. at top, bottom and sides with

required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be

smooth, rust free, straight, mitred and jointed mechanically wherever

required including cleat angle, Aluminium snap beading for glazing /

paneling, C.P. brass / stainless steel screws, all complete as per

architectural drawings and the directions of Engineer-in-charge. (Glazing,

paneling and dash fasteners to be paid for separately) :

21.1.1 13.1.1 For fixed portion

21.1.1.3 13.1.1.1 Polyester powder coated aluminium (minimum thickness of polyester

powder coating 50 micron) kg 3513 474.70 16,67,621.10

21.1.2 13.2 For shutters of doors, windows & ventilators including providing and fixing

hinges/ pivots and making provision for fixing of fittings wherever required

including the cost of EPDM rubber / neoprene gasket required (Fittings

shall be paid for separately)

21.1.2.3 13.2.1 Polyester powder coated aluminium (minimum thickness of polyester

powder coating 50 micron) kg 1086 573.40 6,22,712.40

21.3 13.3 Providing and fixing glazing in aluminium door, window, ventilator shutters

and partitions etc. with EPDM rubber / neoprene gasket etc. complete as

per the architectural drawings and the directions of engineer-in-charge .

(Cost of aluminium snap beading shall be paid in basic item):

21.3.1 13.3.1 With float glass panes of 4.0 mm thickness (weight not less than

21.3.2 13.3.2 With float glass panes of 5 mm thickness (weight not less than 12.50

BOQ - BH (CIVIL) 32

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

NS 13.4 Providing and fixing fly proof stainless steel grade 304 wire gauge, to

Derived windows and clerestory windows using wire gauge with average width of

from 9.135 aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete.

13.4.1 With Aluminium beading sqm 88 937.00 82,456.00

21.8 13.5 Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone

work by providing weather silicon sealant over backer rod of approved

quality as per architectural drawings and direction of Engineer-in-charge

21.8.1 13.5.1 Upto 5mm depth and 5 mm width metre 1178 85.25 1,00,424.50

21.11 13.6 Providing and fixing stainless steel (SS 304 grade) adjustable friction

windows stays of approved quality with necessary stainless steel screws

etc. to the side hung windows as per direction of Engineerin- charge

21.14 13.7 Providing and fixing anodised aluminium (anodised transparent or dyed to

required shade according to IS: 1868. Minimum anodic coating of grade

AC 15) sub frame work for windows and ventilators with extruded built up

standard tubular sections of approved make conforming to IS: 733 and IS:

1285, fixed with dash fastener of required dia and size (Dash fastener to

be paid for separately). kg 862 357.90 3,08,509.80

TOTAL OF ALUMINIUM WORK CARRIED OVER TO SUMMARY OF

BOQ - BH (CIVIL) 33

CHAPTER - 14 : MISCELLANEOUS WORKS

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

4.17 14.1 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :

3 coarse sand (zone-III) derived from natural sources : 6 graded stone

aggregate 20 mm nominal size derived from natural sources) over 75mm

thick bed of dry brick ballast 40 mm nominal size, well rammed and

consolidated and grouted with fine sand, including necessary excavation,

levelling & dressing & finishing the top smooth. sqm 68 681.65 46,352.20

6.44 14.2 Brick edging 7 cm wide 11.4 cm deep to plinth protection with common

burnt clay FPS (non modular) bricks of class designation 7.5 including

grouting with cement mortar 1:4(1 cement: 4 fine sand). metre 113 55.80 6,305.40

NS 14.3 Providing and fixing fire hose cabinet door 1200x1500 mm with 40x75x14

gauge pressed steel door frame with 25x5x100 mm M.S. holdfast fixed in

concrete block in masonry, including shutters of 40x75x14 gauge pressed

steel stiles including 4 mm thick clear glass fixed with 12x12 mm M.S.

beading, fixing 75x40 mm brass hinges, Welding a 40x6mm M.S. flat on

the right shutter, including 2 coats of approved steel primer and synthetic

enamel paint of approved quality and shade, complete as per drawing.

5.18 14.4 Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse

sand(zone-III) : 4 graded stone aggregate 6mm nominal size ), reinforced

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

roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement:

3 fine sand) etc. complete, excluding plastering of the jambs, sills and

DISMANTLING WORK

CONNECTING CORRIDOR

15.2 14.5 Demolishing cement concrete manually/ by mechanical means including

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

15.2.1 14.5.1 Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) cum 3 2,007.10 6,021.30

BOQ - BH (CIVIL) 34

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

15.9 14.6 Demolishing stone rubble masonry manually/ by mechanical means

including stacking of serviceable material and disposal of unserviceable

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

15.14 14.7 Dismantling wood work in frames, trusses, purlins and rafters up to 10

metres span and 5 metres height including stacking the material within 50

Of sectional area 40 square centimetres and above metre

15.23 14.8 Dismantling tile work in floors and roofs laid in cement mortar including

stacking material within 50 metres lead.

15.23.1 14.8.1 For thickness of tiles 10 mm to 25 mm sqm 25.0 60.50 1,512.50

15.32 14.9 Demolishing thatch roofing including mats, bamboo, jaffari etc. complete

including stacking of serviceable material and disposal of unserviceable

material within 50 metres lead. sqm 30 47.65 1,429.50

15.58 14.10 Demolishing R.C.C. work by mechanical means and stockpiling at

designated locations and disposal of dismantled materials up to a lead of

1 kilometre, stacking serviceable and unserviceable material separately

including cutting reinforcement bars. cum 3 2,328.55 6,985.65

TOTAL OF MISCELLANEOUS WORK CARRIED OVER TO SUMMARY

OF CIVIL WORKS 2,96,759.00 55,376.00

BOQ - BH (CIVIL) 35

NATIONAL INSTITUTE OF DESIGN AT JORHAT, ASSAM (PHASE II)

EXTENSION TO GIRLS' HOSTEL

GRAND SUMMARY OF COST (Figures in Rs.) (R2)

Sl. No. DESCRIPTION OF HEAD OF WORK SCHEDULED ITEMS BASED NON SCHEDULED ITEMS

2 PLUMBING AND SANITARY WORKS 16,31,657.71 14,68,892.00

3 ELECTRICAL WORKS 18,34,431.00 6,30,829.00

4 FIRE FIGHTING WORKS 2,42,596.00 1,28,360.00

GRAND TOTAL 7,69,56,614.90

GRAND TOTAL 7,69,56,614.90

NATIONAL INSTITUTE OF DESIGN AT JORHAT, ASSAM (PHASE II)

EXTENSION TO GIRLS' HOSTEL

SUMMARY OF CIVIL WORKS (figures in Rs.) (R2)

Sl. No. Chapter Description/ Head of work

Scheduled Items Non Scheduled items

1 Earth Work 17,54,280.50 -

4 Brick Work 43,35,882.25 -

5 Marble Work 22,94,816.50 -

8 Steel Work 40,13,512.55 -

9 Flooring Work 28,26,070.35 -

10 Roofing Work 1,19,606.90 -

11 Water Proofing Work 15,82,633.25 -

13 Aluminium Works 25,53,040.05 66,527.00

14 Miscellaneous Work 2,72,898.05 20,766.00

TOTAL OF CIVIL WORKS CARRIED OVER TO

GRAND SUMMARY OF COSTS 6,81,10,742.19 29,09,107.00

BOQ -GH (CIVIL) SUM 2

NATIONAL INSTITUTE OF DESIGN AT JORHAT, ASSAM (PHASE II)

EXTENSION TO GIRLS' HOSTEL

BILL OF QUANTITY - CIVIL WORKS

CHAPTER - 1 : EARTH WORK

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

2.6 1.1 Earthwork in excavation by mechanical means (hydraulic

excavator)/manual means over areas (exceeding 30cm in depth, 1.5m in

width as well as 10sqm on plan) including disposal of excavated earth

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

2.8 1.2 Earth work in excavation by mechanical means(hydraulic excavator)/

manual means in foundation trenches (not exccding1.5m in width or 10

sq.m on plan) including dressing of sides and ramming of bottoms, lift

upto 1.5m, including getting out the excavated soil and disposal of surplus

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

2.26 1.3 Extra for every additional lift of 1.5 m or part thereof in excavation /

banking excavated or stacked materials . -

2.25 1.4 Filling available excavated earth (excluding rock) in trenches, plinth, sides

of foundations etc. in layers not exceeding 20 cm in depth: consolidating

each deposited layer by ramming and watering, lead up to 50 m and lift

2.27 1.5 Supplying and filling in plinth with sand under floors, including watering,

ramming, consolidating and dressing complete.

2.34 1.6 Supplying chemical emulsion in sealed containers including delivery as

2.34.1 1.6.1 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% litre 465 200.90 93,418.50

2.35 1.7 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL

anti-termite treatment (excluding the cost of chemical emulsion): -

BOQ - GH (CIVIL) 3

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

2.35.2 (a) Along the external wall below concrete or masonry apron using chemical

emulsion @ 2.25 litres per linear meter including drilling and plugging

2.35.2.1 (b) With Chlorpyriphos/ Linadane E.C. 20% with 1% concentration. Meter 220 44.70 9,834.00

2.35.3 1.8 Treatment of soil under existing floors using chemical emulsion @ one

litre per hole, 300mm apart including drilling 12mm diameter holes and

plugging with cement mortar 1:2 (1 cement:2 coarse sand) to match the

existing floor.: -

2.35.3.1 1.8.1 With Chlorpyriphos/ Linadane E.C. 20% with 1% concentration. SqM 795 256.15 2,03,639.25

TOTAL OF EARTH WORK CARRIED OVER TO SUMMARY OF CIVIL

BOQ - GH (CIVIL) 4

CHAPTER - 2 : CONCRETE WORK

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

4.1 2.1 Providing and laying in position cement concrete of specified grade

excluding the cost of centering and shuttering - All work upto plinth level.

4.1.6 2.1.1 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6

graded stone aggregate 40 mm nominal size derived from natural

4.1.8 2.1.2 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8

graded stone aggregate 40 mm nominal size derived from natural

NS 2.2 Providing and laying in position cement concrete 1:5.10 with Jhama brick

aggregate in sunken portion of WC as per the direction of Engineer-in-

4.10 2.3 Providing and laying damp-proof course 40mm thick with cement concrete

1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4

graded stone aggregate 12.5mm nominal size derived from natural

4.12 2.4 Extra for providing and mixing water proofing material in cement concrete per

work in doses by weight of cement. As par manufacturer's specification. 50kg.

4.13 2.5 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 sqm 137 113.85 15,597.45

4.15 2.6 Extra for laying concrete in or under water and/or liquid mud including cost cum per

of pumping or bailing out water and removing slush etc. complete. metre

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 0.1m and less

than 0.05m ignored.

TOTAL OF CONCRETE WORK CARRIED OVER TO SUMMARY OF

BOQ - GH (CIVIL) 5

CHAPTER - 3 : R.C.C WORKS

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

5.9 3.1 Centring and shuttering including strutting, propping etc. and removal of

5.9.1 3.1.1 Foundations, footings, bases of columns etc. for mass concrete. sqm 575 307.95 1,77,071.25

5.9.2 3.1.2 Walls (any thickness) including attached pilasters, butteresses, plinth and

string courses etc. sqm 5 669.55 3,347.75

5.9.3 3.1.3 Suspended floors, roofs,landings, balconies and access platform. sqm 1580 766.55 12,11,149.00

5.9.4 3.1.4 Shelves (Cast in situ) sqm 15 766.55 11,498.25

5.9.5 3.1.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 2600 608.35 15,81,710.00

5.9.6 3.1.6 Columns, Pillars, Piers, Abutments, Posts and Struts sqm 1295 804.25 10,41,503.75

5.9.7 3.1.7 Stairs, (excluding landings) except spiral-staircases. sqm 120 657.75 78,930.00

5.9.15 3.1.9 Small lintels not exceeding 1.5m clear span, moulding as in cornices,

window sills, string courses, bands, copings, bed plates, anchor blocks

and the like sqm 90 307.95 27,715.50

5.9.16 3.1.10 Edges of slab and breaks in floors and walls.

5.9.19 3.1.12 Weather shade, Chajjas, corbels etc., including edges sqm 25 814.95 20,373.75

5.22 3.2 Steel reinforcement for R.C.C. work including straightening, cutting,

bending, placing in position and binding all complete upto plinth level.

5.22.6 3.2.1 Thermo-Mechanically Treated bars kilogram 100120 89.65 89,75,758.00

5.22A 3.3 Steel reinforcement for R.C.C. work including straightening, cutting,

bending, placing in position and binding all complete above plinth level.

5.22A.6 3.3.1 Thermo-Mechanically Treated bars kilogram 95140 89.65 85,29,301.00

5.30 3.4 Add for plaster drip course/ groove in plastered surface or moulding to

R.C.C. projections. mtr 220 64.70 14,234.00

BOQ - GH (CIVIL) 6

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

5.33 3.5 Providing and laying in position ready mixed or site batched design mix

cement concrete for reinforced cement concrete work; using coarse

aggregate and fine aggregate derived from natural sources, Portland

Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in

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

concrete, to improve durability and workability without impairing strength;

including pumping of concrete to site of laying, curing, carriage for all

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

reinforcement as per direction of the engineer-in-charge; for the following

grades of concrete.

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

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

design mix is more than 110% of the specified minimum cement content,

the contractor shall have discretion to either re-design the mix or bear the

cost of extra cement.

5.33.1 3.5.1 All works upto plinth level.

5.33.1.1 3.5.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum

5.33.2 3.5.2 All works above plinth level upto floor V level.

5.33.2.1 3.5.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum cum 605 10,080.15 60,98,490.75

5.2 3.6 Reinforced cement concrete work in walls (any thickness), including

attached pilasters, buttresses, plinth and string courses, fillets, columns,

pillars, piers, abutments, posts and struts etc. above plinth level up to floor

five level, excluding cost of centering, shuttering, finishing and

reinforcement :

5.2.1 3.6.1 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural

sources : 3 graded stone aggregate 20 mm nominal size

derived from natural sources) cum 1 10,185.05 10,185.05

5.3 3.7 Reinforced cement concrete work in beams, suspended floors, roofs

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

bands, plain window sills, staircases and spiral stair cases above plinth

level up to floor five level, excluding the cost of centering, shuttering,

finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-

III) derived from natural sources : 3 graded stone aggregate 20 mm

nominal size derived from natural sources). cum 6 10,719.30 64,315.80

BOQ - GH (CIVIL) 7

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

5.35 3.8 Add for using extra cement in the items of design mix over and above the

specified cement content therein quintal 845 688.45 5,81,740.25

20.2 3.9 Boring, providing and installation bored cast-in-situ reinforced cement

concrete piles of grade M-25 of specified diameter and length below the

pile cap, to carry a safe working load not less than specified, excluding the

cost of steel reinforcement but including the cost of boring with bentonite

solution and temporary casing of appropriate length for setting out and

removal of same and the length of the pile to be embedded in the pile cap

etc. by percussion drilling using Direct mud circulation (DMC) or Bailer

and chisel technique by tripod and mechanical Winch Machine all

complete, including removal of excavated earth with all its lifts and leads

(length of pile for payment shall be measured up to bottom of pile cap).

Note: Truck Mounted rotary/TMR/Tubewell boring machine shall not

20.6 3.10 Vertical load testing of piles in accordance with IS 2911 (Part IV ) including

installation of loading platform by Kentledge method and preparation of

pile head or construction of test cap and dismantling of test cap after test

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

Note : 1. Initial and Routine Load Test shall not be carried out by Dynamic

method of testing .

Note : 2 .Testing agency shall submitt the design of loading platform for

the approval of Engineer-in-charge.

20.6.1 3.10.1 Single Pile upto 50 tonne Safe capacity .

20.6.1.1 3.10.1.1 Initial test ( Test Load 2.5 times the Safe capacity ) per test 1 51,510.60 51,510.60

20.6.1.2 3.10.1.2 Routine test ( Test Load 1.5 times the Safe capacity ) per test 4 18,463.55 73,854.20

NS 3.11 Providing & fixing Polyethylene joint filler board in expansion joints 70mm

wide in average350mm wide column and average 650mm deep beam

junctions manufactured by M/s Supreme Industries Limited or equivalent

over a layer of neoprene based adhesive at apporox. 500gms per sq. Mtr

(Density not less 30kg/cum) and finishing the same with EPDM membrane

and epoxy as per manufacturer's manual and instruction

BOQ - GH (CIVIL) 8

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

NS 3.12 Providing and fixing Polyethylene joint filler board in expansion joints as

shown in drawing. -

NS 3.13 Providing and filling in position thick polyurethane sealant in expansion

5.29 3.14 Providing and fixing sheet covering over expansion joints with iron screws

as per design. -

5.29.2 3.14.1 Aluminium fluted strips 3.15 mm thick -

5.31 3.15 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

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.

5.1 3.16 Providing and laying in position specified grade of reinforced cement

concrete excluding the cost of centering, shuttering, finishing and

reinforcement - All work upto plinth level. - -

5.1.3 3.16.1 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4

graded stone aggregate 20 mm nominal size de rived from natural

15.3 3.17 Demolishing R.C.C. work manually/ by mechanical means including

stacking of steel bars and disposal of unserviceable material within 50

metres lead as per direction of Engineer - in- charge. cum 1.4 2,928.10 4,099.34 -

TOTAL OF R.C.C WORKS CARRIED OVER TO SUMMARY OF CIVIL

BOQ - GH (CIVIL) 9

CHAPTER - 4 : BRICK WORK

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

6.1 4.1 Brick work with common burnt clay F.P.S.(non modular) bricks of class

designation 7.5 in foundation and plinth in :

6.1.2 4.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 65 6,658.25 4,32,786.25

6.47 4.2 Providing and laying autoclaved aerated cement blocks masonry with

150mm/230mm/300 mm thick AAC blocks in super structure above plinth

level up to floor V level with RCC band at sill level and lintel level with

approved block laying polymer modified adhesive mortar all complete as

per direction of Engineer-in Charge. (The payment of RCC band and

reinforcement shall be made for seperately). cum 520 6,994.15 36,36,958.00

7.1 4.3 Random rubble masonry with hard stone in foundation and plinth -

including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse

sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level

7.1.1 4.3.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 40 6,653.45 2,66,138.00

TOTAL OF BRICK WORK CARRIED OVER TO SUMMARY OF CIVIL

BOQ - GH (CIVIL) 10

CHAPTER - 5 : MARBLE WORK

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

8.2 5.1 Providing and fixing 18 m thick gang saw cut, mirror polished,

premoulded and prepolished, machine cut for kitchen platforms, vanity

counters, window sills, facias and similar locations of required size,

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

mortar 1:4 ( 1 cement : 4 coarse sand) joints treated with white cement,

mixed with matching pigment, epoxy touch ups, including rubbing, curing

moulding and polishing to edges to give high gloss finish etc. complete at

8.2.2 5.1.1 Granite stone slab colour black, Cherry/Ruby red

8.3 5.2 Providing edge moulding to 18 mm thick marble stone counters, Vanities

etc. including machine polishing to edge to give high gloss finish etc.

complete as per design approved by Engineer - in- Charge

8.4 5.3 Extra for fixing marble/granite stone, over and above corresponding basic

item, in facia and drops of width upto 150 mm with epoxy resin based

adhesive, including cleaning etc. complete. metre 23 475.55 10,937.65

8.5 5.4 Extra for providing opening of required size & shape for wash basin/

kitchen sink in kitchen platform, vanity counter and similar location in

marble/granite/stone work, including necessary holes for pillar taps etc.

including moduling, rubbing and polishing of cut edges etc. complete. each 5 808.15 4,040.75

TOTAL OF MARBLE WORK CARRIED OVER TO SUMMARY OF CIVIL

BOQ - GH (CIVIL) 11

CHAPTER - 6 : WOOD WORK

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

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

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

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

fastener shall be paid for separately).

9.1.1 6.1.1 Second class teak wood cum 3 1,31,576.95 3,94,730.85

Providing and fixing ISI marked flush door shutters conforming to IS :

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

9.20 6.2 frame of 1st class hard wood and well matched teak 3 ply veneering

with vertical grains or cross bands and face veneers on both faces of

35 mm thick including ISI marked Stainless Steel butt hinges

with necessary screws sqm 213 6,57,339.30

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

9.23 6.3 minimum depth on all edges of flush door shutters (over all area of door

shutter to be measured). sqm 213 401.40 85,498.20

Providing and fixing 18 mm thick, 150 mm wide pelmet of flat pressed 3

layer or graded wood particle board medium density grade I, IS : 3087

marked, including top cover of 6 mm commercial ply wood conforming to

IS: 303 BWR grade, nickel plated M.S. pipe 20 mm dia ( heavy type)

curtain rod with nickel plated brackets, including fixing with 25x3 mm M.S.

flat 10 cm long fixed to pelmet with hollock wood cleats of size 100 mm x

40 mm x 40 mm on both inner side of pelmet and rawl plugs 75 mm long

etc. all complete. meter 143 511.55 73,151.65

9.48 6.5 Providing and fixing M.S. grills of required pattern in frames of windows

etc. with M.S. Flats,square or round bars etc. including priming coat with

approved steel primer all complete.

9.48.2 6.5.1 Fixed to openings / wooden frames with rawl plugs screws etc. kg 952 197.70 1,88,210.40

9.62 6.6 Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts

and screws etc. complete :

9.63 6.7 Providing and fixing ISI marked oxidized M.S. tower bolt black finish,

(barrel type) with necessary screws etc. complete.

9.66 6.8 Providing and fixing ISI marked oxidised M.S. handles conforming to

IS:4992 with necessary screws etc. complete :

BOQ - GH (CIVIL) 12

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

9.96 6.9 Providing and fixing aluminium sliding door bolts ISI marked anodised (

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

dyed to required colour or shade with nuts and screws etc. complete.

9.97 6.10 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic

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

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

9.100 6.11 Providing and fixing aluminium handles ISI marked , anodised (anodic

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

required colour or shade with necessary screws etc. complete.

9.95 6.12 Providing and fixing ISI marked aluminium butt hinges anodised (anodic

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

required colour or shade with necessary screws etc. complete:

9.101 6.13 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

9.101.1 6.13.1 Single rubber stopper each 147 35.50 5,218.50

9.24 6.14 Extra for providing vision panel not exceeding 0.1 sqm in all type of flush

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

9.24.1 6.14.1 Rectangular or square. sqm 6 173.95 1,043.70

BOQ - GH (CIVIL) 13

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

9.127 6.15 Providing & Fixing decorative high pressure laminated sheet of plain /

wood grain in gloss / matt/ suede finish with high density protective

surface layer and reverse side of adhesive bonding quality conforming to

IS : 2046 Type S, including cost of adhesive of approved quality.

9.141 6.16 Providing and fixing PVC Door Frame of size 50x47 mm with a wall

thickness of 5 mm (± 0.2 mm), made out of single piece extruded PVC

profile, with mitred cut joints and joint with 2 nos of PVC bracket of size

190 mm x 100 mm long arms of cross section size 35 x 15 mm & self

driven self taping screws, the vertical door profiles to be reinforced with

40x20 mm M.S. rectangular tube of 0.8 mm , including providing EPDM

rubber gasket weather seal throughout the frame, including jointing 5 mm

PVC frame strip with PVC solvent cement on the back of the profile. The

door frame to be fixed to the wall using 8 x100 mm long anchor fasteners

complete, all as per manufacturer's specification and direction of

Engineer -in- charge. metre 276 462.25 1,27,581.00

9.142 6.17 35 mm thick factory made Solid panel PVC Door shutter, made out of

single piece extruded soild PVC profiles, 5 mm (± 0.2 mm) thick, having

styles & rails (except lock rail) of size 95 mmx 35 mm x 5 mm, out of

which 75 mm shall be flat and 20 mm shall be tapered (on both side),

having one side thickness of 15 mm integrally extruded on the hinge side

of the profile for better screw holding power, including reinforcing with MS

tube of size 40 mm X 20 mm x 1 mm, joints of styles & rails to be mitered

cut & joint with the help of PVC solvent cement, self driven self tapping

screws & M.S. rectangular pipes bracket of size 190 mm X 100 mm of

cross section size 35 mm x 17 mm x 1 mm at each corner. Single piece

extruded 5 mm thick solid PVC Lock rail of size 115 mm x 35 mm, out of

which 75 mm to be flat and 20 mm to be tapered at both ends, having 15

mm solid core in middle of rail section integrally extruded, fixing the styles

& rails with the help of solvent and self driven self tapping screws of 125

mm x 11 mm, including providing 5 mm Single piece solid PVC extruded

sheet inserted in the door as panel, all complete as per manufacturer’s

specification and direction of Engineer-in-charge.

9.142.1 6.17.1 Non decorative finish (matt finish) sqm 73 3,467.20 2,53,105.60

BOQ - GH (CIVIL) 14

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

9.14 6.18 Extra for providing ISI marked Stainless Steel butt hinges instead of M.S.

pressed butt hinges bright finished of required size with necessary

screws. (Shutter area to be measured). sqm 73 147.15 10,741.95

NS 6.19 Supply and fixing of Red Marranti door frame of section 145mmx70mm

with heat activated intumescent fire seal strip of size 10mm x 4mm of

approved make Astroflame / Raven / Lorient / Marshall and one coat ant

termite fire retardant Primer of approved brand and fixing in existing

opening with Hilti / Cannon dash fasterfor size 10mm dia x 125mm long

(4 Nos. each side) Meter 16 1,973.00 31,568.00

NS 6.20 Supply and fixing of minimum 55mm thick asbestos free composite fire/

smoke check wooden shutters of 120 min. Fire Rating confirming to IS:

3614 Part II & BS:476 Part 20 & 22 (meeting insulation crieteria for 2hrs.)

comprising of two only 9mm thick Starpan calcium silicate boards, a

100% without Asbestos, having density not more than 1050Kg/M3 and

thermal conductivity 0.14 W/m*K sandwiching 20mm thick fire resistance

insulation filler faced with 3mm thick commercial ply facing on both faces

with heat activated intumescent fire seal strip of size 10mm x 4mm

Astroflame / Raven / Lorient/ Marshall mounted in the grooves of IInd

class teak wood lipping on all sides except bottom. The intumescent

sealant is used to fill the gaps between board and internal wooden

lipping. The manufacturer should submit test report of single and double

wooden fire door of 120 minutes fire rating along with the approved vision

panel size as per the Engineer-in-charge tested from CBRI Roorkee of

not later than 10 years prior to manufacturing for the approval of the

specilized agency for both Single Leaf and Double Leaf Doors.

9.139 6.21 Providing and fixing panic bar / latch (Double point) fitted with a single

body, Trim Latch & Lock on back side of the Panic Latch of reputed

brand and manufacture to be approved by the Engineer- in- charge, all

complete. each 10 6,133.20 61,332.00

NS 6.22 HINGES: Supply and fixing of Dorma’s BB4353 /Ingersoll Rands' Briton’s

/ Marshall’s Fire Rated 304 grade stainless steel ball bearing hinges of

size 102x73x3mm of approved make with 8 Nos. stainless steel screws

BOQ - GH (CIVIL) 15

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

NS 6.23 VISION PANEL : Providing and fixing vision panel of Schott/Pilkington/

Asahi of size 300 x 300 mm of minimum 5 mm thick clear toughened

glass of approved make for 120min. fire rating which can also withstand

thermal shock upto 800oC shall be used as a glazing. Vision Panel to be

fixed with required beading and fire rated acrylic sealant tested in

accordance with IS : 3614 Part -II and BS : 476 Part 20& 22 , for 120min.

fire rating for stability and integrity and insulation criteria complete in all

respect as per direction of Engineer- in-Charge. The manufacture should

have prior test certificates for both single leaf and double leaf fire doors

with from CBRI Roorkee for 2Hrs fire rating complete as per direction of

Engineer-In-Charge. each 20 3,461.00 69,220.00

NS 6.24 D- TYPE HANDLE: Supply and fixing of 304 grade stainless steel D-type

back to back pull handle of size 300mm long and 22 mm dia with

complete roses for both metal & wooden fire doors Make and Catalogue

No/Item Code: (Ingersoll Rand's Briton – C4721.300B2B , Marshall -

MHBTB-1000 & DormaKaba's -TGDIH-9125492) pair 20 3,045.00 60,900.00

NS 6.25 DOOR CLOSER: Providing and fixing of Dorma's TS 83, Ingersoll Rand's

Briton's LCN 1460 and Marshall's MH DC S14016 SIL extruded

aluminum body heavy duty 2 hours fire rated door closer. The door

closers should be of size 2-4, Non handed having back check, and

delayed action and shall be tested along with the Glazed/ Metal / Wooden

fire doors from CBRI Roorkee as per IS 3614 Part II & BS476 Part - 20 &

22 The door closer shall have 10 years mechanical warranty from the

manufacturer and complies with EN 1154 - for 100000 cycles and is

ANSI/BHIMA certified. each 10 4,845.00 48,450.00

NS 6.26 DEAD LOCK : Providing and fixing 2 hours fire rated Dead Lock System

of approved makes in Wooden / Metal fire door shutters with necessary

accessories and screws etc. all complete as per the specifications of the

approved vendor and directions of the Engineer- in-charge. Make and

Catalogue No./Item Code: (Briton- 5410 series / Dormakaba- 288a Dead

Lock package ,Marshall: MH-L-13002 XX) for both metal & wooden fire

BOQ - GH (CIVIL) 16

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

NS 6.27 TOWER BOLT: Supply and fixing of Dorma’s 9114306 , Briton’s DAL

FBH 6, Marshall’s MS 300 304 grade Stainless Steel exposed Tower Bolt

of size 16mm dia rod and 250 mm long with complete screws.(Marshall

TOTAL OF WOOD WORK CARRIED OVER TO SUMMARY OF CIVIL

BOQ - GH (CIVIL) 17

CHAPTER - 7 : BAMBOO WORK

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

7.3 BAMBOO MAT BOARD FALSE CEILING

26.6C 7.3.1 Providing and fixing at all height false ceiling of 4mm thick phenol bonded

Bamboo Mat board (595x595mm) conforming to IS:13958- 1994 including

providing and fixing of frame work made of GI angle 25x25x0.4 mm thick

all around suitably fixed to wall with the help of dash fastener and hanger

frame (600x600 c/c) made GI slotted Tee having powder coating on

bottom side (30x25x0.3 mm thick for main member & 25x25x0.3 mm for

cross member) connected to ceiling with 2.64mm GI wire and anchor

fastener at every junction and also including cost of making openings for

light fittings, grills, diffusers, cut outs made with frame of perimeter

channels suitably fixed all complete as per direction of Engineer-in-

CONNECTING CORRIDOR

NS 7.2 BAMBOO TWIN COLUMNS

7.2.1 Providing and fixing treated bamboo columns, 3.0 mm average height with

2 nos 75mm dia (average)8 - 10 mm thick bamboo with cross bracings of

75mm dia (average)8-10 mm thick bamboo fixed to foundation with 12

mm dia reinforcement,Bamboo column shall be finished with water

repellent paint all complete as per the instruction of Engineer-in charge

(RCC 1: 2;4 & Reinforcement to be paid separately)

NS 7.3 BAMBOO TRUSS

7.3.1 Providing and fixing treated bamboo Truss at all heights with 75mm dia

(average) 8 - 10 mm thick bamboo, Bamboo members shall be finished

with water repellent paint all complete as per the instruction of Engineer-

NS 7.4 BAMBOO PURLINS

7.4.1 Providing and fixing treated twin bamboo purlins average 75-120mm dia

10-12mm thickness fixed to roof truss with 10 mm dia G.I. bolts, nuts &

washers, Bamboo purlins shall be finished with water repellent paint all

complete as per the instruction of Engineer-in charge.

BOQ - GH (CIVIL) 18

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

7.5 BAMBOO MAT CORRUGATED SHEET ROOFING

26.6A 7.5.1 Providing, erecting, laying and fixing in position in 3.5 to 4 mm thick

bamboo mat corrugated sheet (BMCS) as per IS: 15476-2004 in roofing

with self drilling screws along with EPDM washers complete or with

galvanized iron J or L hooks 8mm dia G.I. plain and bitumen washers etc,

all complete as per direction of Engineer-in-Charge. sqm 10 5,188.65 51,886.50

26.6B 7.6 Providing and fixing in position ridges of 3.5 to 4 mm thick bamboo mat

ridge cap (BMRC) as per IS: 15476-2004 in roofing with self drilling

screws along with EPDM washers complete or with galvanized iron J or L

hooks 8mm dia G.I. plain and bitumen washers etc, all complete as per

direction of Engineer-in-Charge. Metre 5 4,147.25 20,736.25

TOTAL OF BAMBOO WORK CARRIED OVER TO SUMMARY OF CIVIL

BOQ - GH (CIVIL) 19

CHAPTER - 8 : STEEL WORK

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

10.5 8.1 Providing and fixing 1 mm thick M.S. sheet door with frame of 40 x 40 x 6

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.

10.5.1 8.1.1 Using M.S. angles 40 x 40 x 6 mm for diagonal braces. sqm 20 4,781.15 95,623.00

10.13 8.2 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 priming coat of approved

10.13.1 8.2.1 Fixing with 15x3 mm lugs 10 cm long enbedded in cement concrete block

15x10x10 cm of C.C. 1:3:6( 1 Cement : 3 coarse sand : 6 graded stone

aggregate : 20mm nominal size) kg 201 114.65 23,044.65

10.25 8.3 Steel work welded in built up sections/ framed work, including cutting,

hoisting, fixing in position and applying a priming coat of approved steel

primer using structural steel etc.as required -

10.25.2 8.3.1 In gratings, frames, guard bar, ladders, railings, brackets, gates & similar

10.26 8.4 Providing and fixing hand rail of approved size by welding etc. to steel

ladder railing, balcony railing, staircase railing and similar works,

including applying priming coat of approved steel primer. -

10.27 8.5 Providing and fixing carbon steel galvanised ( minimum coating 5 micron)

dash fastener of 10 mm dia double threaded 6.8 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.

10.18 8.6 Providing and fixing circular / hexagonal cast iron or M.S. sheet box for

ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm

thick M.S. sheet with its top surface hacked for proper binding, top lid shall

be screwed into the cast iron/M.S. sheet box by means of 3.3 mm dia

round headed screws, one lock at the corners. Clamp shall be made of 12

mm dia M.S. bar bent to shape as per standard drawing . each 101 185.20 18,705.20

BOQ - GH (CIVIL) 20

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

10.16 8.7 Steel work in built up tubular ( round, square or rectangular hollow tubes

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

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

special shaped washers etc. complete.

10.16.2 8.7.1 Hot finished seamless type tubes kg 20796 154.90 32,21,300.40

TOTAL OF STEEL WORK CARRIED OVER TO SUMMARY OF CIVIL

BOQ - GH (CIVIL) 21

CHAPTER - 9 : FLOORING

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

11.16 9.1 Precast terrazo tiles 22 mm thick with graded marble chips of size upto 12

mm, laid in floors, and landings, 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

11.16.1 9.1.1 Light shade pigment using white cement sqm 1087 1,309.90 14,23,861.30

11.16.2 9.1.2 Medium shade pigment using 50% white cement and 50% ordinary

11.18 9.2 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 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 :

11.18.1 9.2.1 Light shade pigment using white cement sqm 28 2,027.75 56,777.00

11.18.2 9.2.2 Medium shades pigment using 50% white cement and 50% ordinary

11.26 9.3 Kota stone slab flooring over 20 mm (average) thick base laid over and

jointed with grey cement slurry mixed with pigment to match the shade of

the slab, including rubbing and polishing complete with base of cement

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

11.27 9.4 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 cement : 3 coarse

sand) and jointed with grey cement slurry mixed with pigment to match the

shade of the slabs, including rubbing and polishing complete.

BOQ - GH (CIVIL) 22

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

8.31 9.5 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS:

15622 (thickness to be specified by the manufacturer), of approved make,

in all colours, shades except burgundy, bottle green, black of any size as

approved by Engineer-in-Charge, in skirting, risers of steps and dados,

over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand)

and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in

white cement mixed with pigment of matching shade complete.

11.37 9.6 Providing 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 colours such as White, Ivory, Grey,

Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4

Coarse sand) including pointing the joints with white cement and matching

pigment etc. complete. sqm 127 935.60 1,18,821.20

11.44 9.7 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 OF FLOORING WORK CARRIED OVER TO SUMMARY OF

CIVIL WORKS 28,26,070.35 -

BOQ - GH (CIVIL) 23

CHAPTER - 10 : ROOFING

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

12.21 10.1 Providing gola 75 x 75 mm in cement concrete 1:2:4 (1 cemment : 2

course sand : 4 stone aggregate 10 mm & down gauge) including finishing

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

12.22 10.2 Making khurras 45x45 cm with average minimum thickness of 5 cm

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

aggregate of 20 mm nominal size) over P.V.C. sheet 1mx1mx400 micron,

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

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

outlet complete each 19 266.60 5,065.40

12.45 10.3 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 37 mm, at 1200 mm centre to centre, one

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

with 6 mm 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 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 at 230 mm

BOQ - GH (CIVIL) 24

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

c/c, including jointing and finishing to a flush finish of tapered and square

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:

12.45.1 10.3.1 12.5mm thick tapered edge gypsum plain board conforming to IS : 2095 -

TOTAL OF ROOFING WORK CARRIED OVER TO SUMMARY OF CIVIL

BOQ - GH (CIVIL) 25

CHAPTER - 11 : WATER PROOFING

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

22.6 11.1 Providing and laying water proofing treatment on roofs of slabs by

applying cement slurry mixed with water proofing cement compound

consisting of applying:

a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm

mixed with water proofing cement compound @ 0.253 kg/sqm.

b) laying second layer of Fibre glass cloth when the first layer is still green.

Overlaps of joints of fibre cloth should not be less than 10 cm.

c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289

kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and

coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours

followed by water curing for 48 hours. The entire treatment will be taken

upto 30 cm on parapet wall and tucked into groove in parapet all around.

d) fourth and final layer of brick tiling with cement mortar (which will be

paid for separately.

For the purpose of measurement the entire treated surface will be

12.19 11.2 Providing and laying brick tiles over mumty roofs, grouted with cement

mortar 1:3 (1 cement : 3 fine 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 finished neat : -

12.19.1 11.2.1 With common burnt clay F.P.S. (non modular) brick tiles of class

designation 10 sqm 765 549.05 4,20,023.25

22.14 11.3 Grading roof for water proofing treatment with

22.14.1 11.3.1 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone

aggregate 20 mm nominal size) cum 60 7,510.75 4,50,645.00

BOQ - GH (CIVIL) 26

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

22.3 11.4 Providing and laying water proofing treatment to vertical and horizontal

surfaces of depressed portions of W.C., kitchen and the like consisting

(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 20 mm 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 @

TOTAL OF WATER PROOFING WORK CARRIED OVER TO SUMMARY

OF CIVIL WORKS 15,82,633.25 -

BOQ - GH (CIVIL) 27

CHAPTER - 12 : FINISHING

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

13.16 12.1 6 mm cement plaster of mix

DERIVED 12.2 18 mm cement plaster in two coats under layer 12 mm thick cement

FROM plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm

13.11 thick cement plaster 1:6 (1 cement : 6 coarse sand). sqm 2485 464.00 11,53,040.00

13.21 12.3 Extra for providing and mixing water proofing material in cement plaster per bag

work in proportion recommended by the manufacturers. of 50kg.

13.22 12.4 Extra for plastering exterior walls of height more than 10 m from ground

level for every additional height of 3 m or part thereof. sqm 160 72.80 11,648.00

13.78 12.5 Providing and applying 12 mm thick (average) premixed formulated one

coat gypsum lightweight plaster having additives and light weight

aggregates as vermiculite/ perlite respectively conforming to IS: 2547

(Part - 1 & II) 1976, applied on hacked / uneven background such as bare

brick/ block/ RCC work on walls & ceiling at all floors and locations,

finished in smooth line and level etc. complete. sqm 4966 363.45 18,04,892.70

13.37 12.6 White washing with lime to give an even shade:

13.37.1 12.6.1 New work (three or more coats) sqm 2210 32.45 71,714.50

13.83 12.7 Wall painting with premium acrylic emulsion paint of interior grade, having

VOC (Volatile Organic Compound ) content less than 50 grams/ litre of

approved brand and manufacture, including applying additional coats

wherever required to achieve even shade and colour.

13.62 12.8 Painting with synthetic enamel paint of approved brand and manufacture

of required colour to give an even shade:

13.62.1 12.8.1 Two or more coats on new work over an under coat of suitable shade with

ordinary paint of approved brand and manufacture. sqm 1510 191.40 2,89,014.00

13.48A 12.9 Finishing walls with 100% Premium acrylic emulsion paint having VOC

less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali &

fungal resistance, dirt resistance exterior paint of required shade

(Company Depot Tinted) with silicon additives

BOQ - GH (CIVIL) 28

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

13.48A.1 12.9.1 New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and

including priming coat of exterior primer applied @ 0.90 litre/10 sqm. sqm 395 154.45 61,007.75

13.45 12.10 Finishing walls with textured exterior paint of required shade :

13.45.1 12.10.1 New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and

including priming coat of exterior primer applied @ 2.20kg/10 sqm sqm 2485 245.00 6,08,825.00

13.33 12.11 Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) :

13.33.1 12.11.1 Flush / Ruled pointing sqm 129 319.35 41,196.15

13.68 12.12 French spirit polishing :

13.68.1 12.12.1 Two or more coats on new works including a coat of wood filler sqm 132 368.30 48,615.60

NS 12.13 Providing & fixing chicken wire mesh (Reference IS: 3150- 1982) of 19 -

25mm size aperture, 0.63 - 0.8 mm thick at the junction of RCC

members and AAC Block work, of approved quality including fixing mesh

in position by necessary nailling in concrete & AAC Block masonary and

or tying by binding wire etc. complete sqm 885 636.00 5,62,860.00

TOTAL OF FINISHING WORK CARRIED OVER TO SUMMARY OF

BOQ - GH (CIVIL) 29

CHAPTER - 13 : ALUMINIUM WORK

SL. RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM

NS UNIT QTY DSR NS DSR ITEMS NS ITEMS

21.1 Providing and fixing aluminium work for doors, windows, ventilators and

partitions with extruded built up standard tubular sections/ appropriate Z

sections and other sections of approved make conforming to IS: 733 and

IS: 1285, fixing with dash fasteners of required dia and size, including

necessary filling up the gaps at junctions, i.e. at top, bottom and sides with

required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be

smooth, rust free, straight, mitred and jointed mechanically wherever

required including cleat angle, Aluminium snap beading for glazing /

paneling, C.P. brass / stainless steel screws, all complete as per

architectural drawings and the directions of Engineer-in-charge. (Glazing,

paneling and dash fasteners to be paid for separately) :

21.1.1 13.1.1 For fixed portion

21.1.1.3 Polyester powder coated aluminium (minimum thickness of polyester

powder coating 50 micron) kg 13,69,984.20

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

hinges/ pivots and making provision for fixing of fittings wherever required

including the cost of EPDM rubber / neoprene gasket required (Fittings

shall be paid for separately) -

21.1.2.3 Polyester powder coated aluminium (minimum thickness of polyester

powder coating 50 micron) kg 5,00,004.80

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

and partitions etc. with EPDM rubber / neoprene gasket etc. complete as

13.3 per the architectural drawings and the directions of engineer-in-charge .

(Cost of aluminium snap beading shall be paid in basic item):

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

10kg/sqm) sqm 42,831.60

21.3.2 With float glass panes of 5 mm thickness (weight not less than 12.50

kg/sqm) sqm 3,19,457.55

NS Providing and fixing fly proof stainless steel grade 304 wire gauge, to

Derived windows and clerestory windows using wire gauge with average width of

from 9.135 aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete.

13.4.1 With Aluminium beading sqm 71 937.00 66,527.00

BOQ - GH (CIVIL) 30

SL. RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM

NS UNIT QTY DSR NS DSR ITEMS NS ITEMS

21.8 13.5 Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone

work by providing weather silicon sealant over backer rod of approved

quality as per architectural drawings and direction of Engineer-in-charge

21.8.1 13.5.1 Upto 5mm depth and 5 mm width metre 854 85.25 72,803.50

21.11 13.6 Providing and fixing stainless steel (SS 304 grade) adjustable friction

windows stays of approved quality with necessary stainless steel screws

etc. to the side hung windows as per direction of Engineerin- charge

21.14 13.7 Providing and fixing anodised aluminium (anodised transparent or dyed to

required shade according to IS: 1868. Minimum anodic coating of grade

AC 15) sub frame work for windows and ventilators with extruded built up

standard tubular sections of approved make conforming to IS: 733 and IS:

1285, fixed with dash fastener of required dia and size (Dash fastener to

be paid for separately). kg 656 357.90 2,34,782.40

TOTAL OF ALUMINIUM WORK CARRIED OVER TO SUMMARY OF

BOQ - GH (CIVIL) 31

CHAPTER - 14 : MISCELLANEOUS WORKS

DSR - RATE (RS.) AMOUNT(RS.)

2021/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

4.17 14.1 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :

3 coarse sand (zone-III) derived from natural sources : 6 graded stone

aggregate 20 mm nominal size derived from natural sources) over 75mm

thick bed of dry brick ballast 40 mm nominal size, well rammed and

consolidated and grouted with fine sand, including necessary excavation,

levelling & dressing & finishing the top smooth.

6.44 14.2 Brick edging 7 cm wide 11.4 cm deep to plinth protection with common

burnt clay FPS (non modular) bricks of class designation 7.5 including

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

NS 14.3 Providing and fixing fire hose cabinet door 1200x1500 mm with 40x75x14

gauge pressed steel door frame with 25x5x100 mm M.S. holdfast fixed in

concrete block in masonry, including shutters of 40x75x14 gauge pressed

steel stiles including 4 mm thick clear glass fixed with 12x12 mm M.S.

beading, fixing 75x40 mm brass hinges, Welding a 40x6mm M.S. flat on

the right shutter, including 2 coats of approved steel primer and synthetic

enamel paint of approved quality and shade, complete as per drawing.

5.18 14.5 Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse

sand(zone-III) : 4 graded stone aggregate 6mm nominal size ), reinforced

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

roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement:

3 fine sand) etc. complete, excluding plastering of the jambs, sills and

TOTAL OF MISCELLANEOUS WORK CARRIED OVER TO SUMMARY

OF CIVIL WORKS 2,72,898.05 20,766.00

BOQ - GH (CIVIL) 32

NATIONAL INSTITUTE OF DESIGN, JORHAT, ASSAM (PHASE-II)

EXTENSION TO BOYS' HOSTEL

SUMMARY OF ELECTRICAL WORKS - ( figures in Rs.)

Sl. No. Description of Items Schedule Items Non Schedule items

1 Point Wiring 18,36,570.00 -

2 Main Distribution Board 2,33,739.00 18,568.00

3 Cable & End Termination 11,933.00 88,595.00

4 Fittings & Fixtures 71,400.00 7,76,554.00

5 Earthing & Lightning Arrester 1,18,704.00 -

TOTAL OF ELECTRICAL WORKS CARRIED OVER

TO GRAND SUMMARY OF COSTS 22,72,346.00 8,83,717.00

NATIONAL INSTITUTE OF DESIGN, JORHAT, ASSAM (PHASE-II)

BILL OF QUANTITY - ELECTRICAL WORKS (BOY'S HOSTEL)

CHAPTER-1 : POINT WIRING

DSR - RATE (RS.) AMOUNT(RS.)

2018/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

1.0 POINT WIRING

1.10 1.1 Wiring for light point/fan point/exhaust fan point/call bell point with 1.5

Sq.mm FRLS PVC insulated, copper conductor, single core cable in

surface/recessed medium class PVC conduit, with modular switch,

modular plate, suitable GI box and earthing the point with 1.5 Sq.mm

FRLS PVC insulated copper conductor single core cable etc. as

1.11 1.6 Wiring for twin control light point with 1.5 Sq.mm FRLS PVC insulated,

copper conductor, single core cable in surface/recessed medium class

PVC conduit, 2 way modular switch, modular plate, suitable GI box and

earthing the point with 1.5 Sq.mm FRLS PVC insulated copper

conductor single core cable etc. as required. Point 16 1,057.00 16,912.00

1.27 1.4 Supplying and fixing following size/ modules, GI box alongwith modular

base & cover plate for modular switches in recess etc. as required.

1.27.1 1.4.1 1 or 2 Module (75mmX75mm) For WiFi Power Sources Each 12 243.00 2,916.00

1.24 1.5 Supplying and fixing following modular switch/ socket on the existing

modular plate & switch box including connections but excluding

modular plate etc. as required.

1.24.4 3 pin 5/6 A socket outlet Each 12 58.00 696.00

1.12 1.7 Wiring for light/power plug with 2x4 sq.mm FRLS PVC insulated,

copper conductor, single core cable in surface/recessed medium class

PVC conduit alongwith 1 No. 4 Sq.mm FRLS PVC insulated copper

conductor single core cable for loop earthing as required. Mtr 3000 200.00 6,00,000.00

BOQ BH - (EL) 2

DSR - RATE (RS.) AMOUNT(RS.)

2018/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

1.14 1.8 Wiring for circuit/ submain wiring alongwith earth wire with the following

sizes of FRLS PVC insulated copper conductor, single core cable in

surface/ recessed medium class PVC conduit as required

1.14.1 1.8.1 2 x 1.5 Sqmm + 1 x 1.5 Sq.mm earth wire (Circuit Wiring) Mtr 1200 146.00 1,75,200.00

1.14.10 1.8.3 4 x 10 sq. mm + 2 x 6 sq. mm earth wire (Submain Wiring) Mtr 320 543.00 1,73,760.00

1.14.11 1.8.3 4 x 16 sq. mm + 2 x 6 sq. mm earth wire (Submain Wiring) Mtr 400 752.00 3,00,800.00

1.31 1.9 Supplying & fixing suitable size GI box with modular plate and cover in

front on surface or in recess, including providing & fixing 3 pin 5/6

Amps modular socket outlet and 5/6 Amp. modular switch,

connections etc. as required. Each 408 401.00 1,63,608.00

1.32 1.10 Supplying & fixing suitable size GI box of with modular plate and cover

in front on surface or in recess including providing & fixing 6 pin 5/6 &

15/16 Amp. modular socket outlet and 15/16 Amps modular switch,

connections etc. as required. Each 112 495.00 55,440.00

1.25 1.11 Supplying & fixing stepped type electronic fan regulator on the existing

modular plate switch box including connections but excluding modular

plate etc. as required. Each 136 342.00 46,512.00

TOTAL OF POINT WIRING WORK CARRIED OVER TO SUMMARY

OF ELECTRICAL WORKS 18,36,570.00 -

BOQ BH - (EL) 3

CHAPTER-2 : MCB & DISTRIBUTION BOARD

DSR - RATE (RS.) AMOUNT(RS.)

2018/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

2.0 MCB & DISTRIBUTION BOARD

2.10 2.1 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, 10kA "C"

curve, miniature circuit breaker suitable for inductive load of following

poles in the existing MCB DB complete with connections, testing and

commissioning etc. as required.

NS 2.1.3 63A Tripple Pole MCB Each 8 2,321.00 18,568.00

2.10.5 2.1.4 Triple pole and neutral (32A as Incomer) Each 8 1,092.00 8,736.00

2.4 2.3 Supplying and fixing following way, horizontal type three pole and

neutral, sheet steel, MCB distribution board, 415V, on surface/ recess,

complete with tinned copper bus bar, neutral bus bar, earth bar, din

bar, interconnections, powder painted including earthing etc. as

required. (But without MCB/RCCB/Isolator)

2.5 2.4 Supplying and fixing of following ways surface/ recess mounting,

vertical type, 415 V, TPN MCB distribution board of sheet steel, dust

protected, duly powder painted, inclusive of 200A tinned copper bus

bar, common neutral link, earth bar, din bar for mounting MCBs (but

without MCBs and incomer ) as required . (Note : Vertical type MCB

TPDB is normally used where 3 phase outlets are required.)

2.13 Supplying and fixing following rating, four pole, 415 V, isolator in the

existing MCB DB complete with connections, testing and

commissioning etc. as required.

DSR - RATE (RS.) AMOUNT(RS.)

2018/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

2.15 2.6 Supplying and fixing following rating, four pole, (three phase and

neutral), 415 volts, residual current circuit breaker (RCCB), having a

sensitivity current upto 30 mA in the existing MCB DB complete with

connections, testing and commissioning etc. as required.

TOTAL OF MCB & DISTRIBUTION BOARD WORK CARRIED OVER

TO SUMMARY OF ELECTRICAL WORKS 2,33,739.00 18,568.00

CHAPTER-3 : CABLE & END TERMINATION

DSR - RATE (RS.) AMOUNT(RS.)

2018/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

3.0 CABLE & END TERMINATION

NS 3.1 Supplying & laying of the following LT - XLPE 1100 Volts grade Al.

Conductor armoured cables. complete as required and as per tender

specifications.

3.1.1 3.5Cx35 sq.mm (For Vert. DB Light) Mtr 90 348.00 31,320.00

3.1.2 3.5Cx50 sq.mm (For Vert. DB Power) Mtr 90 450.00 40,500.00

9.1 3.2 Supply and making end termination with brass compression glands and

aluminium lugs for following sizes of PVC insulated & PVC sheathed /

XLPE aluminium conductor cable of 1.1 KV grade as required.

7.8 3.3 Laying and fixing of one number PVC insulated and PVC sheathed /

XLPE power cable of 1.1 kV grade of following size on cable tray as

7.8.1 3.3.1 Upto 35 sq. mm (clamped with 1mm thick saddle) Metre 90 33.00 2,970.00

7.8.2 3.3.2 Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat

NS 3.4 Supplying and installing following size of perforated MS cable trays

including bends. tee, reducers etc with perforation not more than

17.5%, in convenient sections, joined with connectors, suspended from

the ceiling with GI suspenders including bolts & nuts, suspenders etc

3.4.1 100 mm width X 50 mm depth X 1.6 mm thickness Mtr. 55 305.00 16,775.00

14.16 3.5 Supplying and laying of following size DWC HDPE pipe ISI marked

along with all accessories like socket, bend, couplers etc. conforming to

IS 14930, Part II complete with fitting and cutting, jointing etc..direct in

ground (75 cm below ground level) including excavation and refilling

the trench but excluding sand cushioning and protective covering etc.,

complete as required.

14.16.1 3.5.1 63 mm dia (OD-63 mm & ID-51 mm nominal) Metre 5 209.00 1,045.00

TOTAL OF CABLE & END TERMINATION WORK CARRIED OVER

TO SUMMARY OF ELECTRICAL WORKS 11,933.00 88,595.00

CHAPTER-4 : FITTINGS & FIXTURE

DSR - RATE (RS.) AMOUNT(RS.)

2018/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

4.0 FITTINGS & FIXTURE

NS 4.1 Supplying of light fittings complete with all accessories with choke,

starter, capacitor, igniter etc. of the following type as required.(All

fixtures to be complete with lamps)

a) Supply of Ceiling /Suspended Led Tube light fixture suitable for 1 No

18/20 Watt LED Tube complete with suitable Electronic Ballast, Lamp

etc. as required. Each 226 650.00 1,46,900.00

b) Supply of circular surface mounted LED downlight fixture suitable for

12 Watt LED Complete with suitable Electronic Ballast, Lamp etc. as

required. Each 82 896.00 73,472.00

c) Supply of circular recess mounted LED downlight fixture suitable for 12

Watt LED Complete with suitable Electronic Ballast, Lamp etc. as

required. Each 60 787.00 47,220.00

d) Supply of circular surface mounted LED downlight fixture suitable for 6

Watt LED Complete with suitable Electronic Ballast, Lamp etc. as

required. Each 56 640.00 35,840.00

e) Supply of Bulk Head light fixture suitable for 10 Watt LED Complete

with suitable Electronic Ballast, Lamp etc. as required. Each 2 1,585.00 3,170.00

1.41 4.2 Installation, testing and commissioning of pre-wired, fluorescent

fitting/compact fluorescent fitting of all types, complete with all

accessories and tube etc. directly on ceiling/wall including connection

with 1.5 Sqmm FRLS PVC insulated, copper conductor, single core

cable and earthing etc. as required. Each 426 100.00 42,600.00

NS 4.3 Supplying of approved make ceiling fan of double ball bearing of the

following sizes with all accessories suitable for operation on 230V

single phase, 50 Hz, AC supply complete as required.

NS 4.4 Supplying of approved make 230V (nominal voltage) exhaust fan with

its all accessories complete as required of following size:

4.4.1 300mm sweep1400 RPM (Heavy duty) Each 40 3,565.00 1,42,600.00

1.50 4.5 Installation of exhaust fan in the existing opening, including making

good the damage, connection, testing, commissioning etc. as required.

DSR - RATE (RS.) AMOUNT(RS.)

2018/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

1.44 4.6 Installation, testing and commissioning of ceiling fan, including wiring

the down rods of standard length (upto 30 cm) with 1.5 Sqmm FRLS

PVC insulated, copper conductor, single core cable etc. as required. Each 136 105.00 14,280.00

TOTAL OF FITTINGS & FIXTURE WORK CARRIED OVER TO

SUMMARY OF ELECTRICAL WORKS 71,400.00 7,76,554.00

CHAPTER-5 : EARTHING & LIGHTNING CONDUCTOR

DSR - RATE (RS.) AMOUNT(RS.)

2018/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

5.0 EARTHING & LIGHTNING CONDUCTOR

5.3 5.1 Earthing with G. I. earth pipe 4.5 mtr. long, 40 mm dia including

accessories, and providing masonary enclosure with cover plate having

locking arrangement and watering pipe etc.with charcoal or coke and

salt as required.(For Vert. DB) Each 2 5,308.00 10,616.00

5.4 5.2 Earthing wih GI earth plate 600mmx600mmx6mm thick including

accessories and providinng masanory encliosure with cover plate

having locking arrangement and watering pipe of 2.7 metre long etc.

with charcoal or coke and salt as rerquired.(For LA) Each 4 6,216.00 24,864.00

5.11 5.3 Providing and fixing 25mm x 5mm G.I. strip in 40mm dia G.I. pipe from

earth electrode including connection with G.I.nut bolt spring, washer

excavation and re-filling as required. as required. Mtr 60 483.00 28,980.00

5.12 5.4 Providing and laying earth connection from earth electrode with 6 SWG

dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including

connection with G.I. thimble excavation and re-filling as required. Mtr 40 188.00 7,520.00

5.15 5.5 Providing and fixing 25mm x 5mm G.I. strip on surface or in recess for

connections etc. as required. Mtr 20 206.00 4,120.00

5.16 5.6 Providing and fixing 6 SWG dia GI wire on surface or in recess for loop

earthing as required. Mtr 50 57.00 2,850.00

6.2 5.7 Providing and fixing of lightning conductor finial, made of 25 mm dia

300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6

mm thick G.I. base plate including holes etc.complete as required. Each 2 448.00 896.00

6.4 5.8 Jointing copper / G.I. tape (with another copper/ G I tape, base of the

finial or any other metallic object) by riveting / nut bolting/ sweating and

soldering etc as required. Each 20 93.00 1,860.00

6.7 5.9 Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or on

surface of wall for lightning conductor complete as required.(For

horizontal run) Mtr 160 104.00 16,640.00

DSR - RATE (RS.) AMOUNT(RS.)

2018/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

6.8 5.10 Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or on

surface of wall for lightning conductor complete as required.(For

vertical run) Mtr 90 163.00 14,670.00

6.12 5.11 Providing and fixing testing joint, made of 20 mm X 3 mm thick G.I.

strip, 125 mm long, with 4 Nos. of G.I. bolts, nuts, chuck nuts and

spring washers etc. complete as required. Each 4 102.00 408.00

6.14 5.12 Providing and laying G.I. tape 32 mm X 6 mm from earth electrode

directly in ground as required. Mtr 30 176.00 5,280.00

TOTAL OF EARTHING & LIGHTNING CONDUCTOR WORK

CARRIED OVER TO SUMMARY OF ELECTRICAL WORKS 1,18,704.00 -

NATIONAL INSTITUTE OF DESIGN, JORHAT, ASSAM (PHASE-II)

EXTENSION TO GIRLS' HOSTEL

SUMMARY OF ELECTRICAL WORKS - ( figures in Rs.)

Sl. No. Description of Items Schedule Items Non Schedule items

1 Point Wiring 15,29,453.00 -

2 Main Distribution Board 1,68,046.00 9,284.00

3 Cable & End Termination 6,583.00 41,070.00

4 Fittings & Fixtures 53,869.00 5,80,475.00

5 Earthing & Lightning Arrester 76,480.00 -

TOTAL OF ELECTRICAL WORKS CARRIED

OVER TO GRAND SUMMARY OF COSTS

SUM GH - (EL) 1

NATIONAL INSTITUTE OF DESIGN, JORHAT, ASSAM (PHASE-II)

BILL OF QUANTITY - ELECTRICAL WORKS (GIRL'S HOSTEL)

CHAPTER-1 : POINT WIRING

DSR - RATE (RS.) AMOUNT(RS.)

2018/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

1.0 POINT WIRING

1.10 1.1 Wiring for light point/fan point/exhaust fan point/call bell point with 1.5

Sq.mm FRLS PVC insulated, copper conductor, single core cable in

surface/recessed medium class PVC conduit, with modular switch,

modular plate, suitable GI box and earthing the point with 1.5 Sq.mm

FRLS PVC insulated copper conductor single core cable etc. as

1.11 1.6 Wiring for twin control light point with 1.5 Sq.mm FRLS PVC insulated,

copper conductor, single core cable in surface/recessed medium class

PVC conduit, 2 way modular switch, modular plate, suitable GI box and

earthing the point with 1.5 Sq.mm FRLS PVC insulated copper

conductor single core cable etc. as required. Point 12 1,057.00 12,684.00

1.27 1.4 Supplying and fixing following size/ modules, GI box alongwith modular

base & cover plate for modular switches in recess etc. as required.

1.27.1 1.4.1 1 or 2 Module (75mmX75mm) For WiFi Power Sources Each 8 243.00 1,944.00

1.24 1.5 Supplying and fixing following modular switch/ socket on the existing

modular plate & switch box including connections but excluding

modular plate etc. as required.

1.24.4 3 pin 5/6 A socket outlet Each 8 58.00 464.00

1.12 1.7 Wiring for light/power plug with 2x4 sq.mm FRLS PVC insulated,

copper conductor, single core cable in surface/recessed medium class

PVC conduit alongwith 1 No. 4 Sq.mm FRLS PVC insulated copper

conductor single core cable for loop earthing as required. Mtr 2550 200.00 5,10,000.00

BOQ GH - (EL) 2

DSR - RATE (RS.) AMOUNT(RS.)

2018/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

1.14 1.8 Wiring for circuit/ submain wiring alongwith earth wire with the following

sizes of FRLS PVC insulated copper conductor, single core cable in

surface/ recessed medium class PVC conduit as required

1.14.1 1.8.1 2 x 1.5 Sqmm + 1 x 1.5 Sq.mm earth wire (Circuit Wiring) Mtr 1065 146.00 1,55,490.00

1.14.10 1.8.3 4 x 10 sq. mm + 2 x 6 sq. mm earth wire (Submain Wiring) Mtr 265 543.00 1,43,895.00

1.14.11 1.8.3 4 x 16 sq. mm + 2 x 6 sq. mm earth wire (Submain Wiring) Mtr 265 752.00 1,99,280.00

1.31 1.9 Supplying & fixing suitable size GI box with modular plate and cover in

front on surface or in recess, including providing & fixing 3 pin 5/6

Amps modular socket outlet and 5/6 Amp. modular switch,

connections etc. as required. Each 301 401.00 1,20,701.00

1.32 1.10 Supplying & fixing suitable size GI box of with modular plate and cover

in front on surface or in recess including providing & fixing 6 pin 5/6 &

15/16 Amp. modular socket outlet and 15/16 Amps modular switch,

connections etc. as required. Each 49 495.00 24,255.00

1.25 1.11 Supplying & fixing stepped type electronic fan regulator on the existing

modular plate switch box including connections but excluding modular

plate etc. as required. Each 101 342.00 34,542.00

TOTAL OF POINT WIRING WORK CARRIED OVER TO SUMMARY

OF ELECTRICAL WORKS 15,29,453.00 -

BOQ GH - (EL) 3

CHAPTER-2 : MCB & DISTRIBUTION BOARD

DSR - RATE (RS.) AMOUNT(RS.)

2018/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

2.0 MCB & DISTRIBUTION BOARD

2.10 2.1 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, 10kA "C"

curve, miniature circuit breaker suitable for inductive load of following

poles in the existing MCB DB complete with connections, testing and

commissioning etc. as required.

NS 2.1.3 63A Tripple Pole MCB Each 4 2,321.00 9,284.00

2.10.5 2.1.4 Triple pole and neutral (32A as Incomer) Each 8 1,092.00 8,736.00

2.4 2.3 Supplying and fixing following way, horizontal type three pole and

neutral, sheet steel, MCB distribution board, 415V, on surface/ recess,

complete with tinned copper bus bar, neutral bus bar, earth bar, din

bar, interconnections, powder painted including earthing etc. as

required. (But without MCB/RCCB/Isolator)

2.5 2.4 Supplying and fixing of following ways surface/ recess mounting,

vertical type, 415 V, TPN MCB distribution board of sheet steel, dust

protected, duly powder painted, inclusive of 200A tinned copper bus

bar, common neutral link, earth bar, din bar for mounting MCBs (but

without MCBs and incomer ) as required . (Note : Vertical type MCB

TPDB is normally used where 3 phase outlets are required.)

2.13 Supplying and fixing following rating, four pole, 415 V, isolator in the

existing MCB DB complete with connections, testing and

commissioning etc. as required.

DSR - RATE (RS.) AMOUNT(RS.)

2018/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

2.15 2.6 Supplying and fixing following rating, four pole, (three phase and

neutral), 415 volts, residual current circuit breaker (RCCB), having a

sensitivity current upto 30 mA in the existing MCB DB complete with

connections, testing and commissioning etc. as required.

TOTAL OF MCB & DISTRIBUTION BOARD WORK CARRIED OVER

TO SUMMARY OF ELECTRICAL WORKS 1,68,046.00 9,284.00

CHAPTER-3 : CABLE & END TERMINATION

DSR - RATE (RS.) AMOUNT(RS.)

2018/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

3.0 CABLE & END TERMINATION

NS 3.1 Supplying & laying of the following LT - XLPE 1100 Volts grade Al.

Conductor armoured cables. complete as required and as per tender

specifications.

3.1.1 3.5Cx35 sq.mm (For Vert. DB Light) Mtr 40 348.00 13,920.00

3.1.2 3.5Cx50 sq.mm (For Vert. DB Power) Mtr 40 450.00 18,000.00

9.1 3.2 Supply and making end termination with brass compression glands and

aluminium lugs for following sizes of PVC insulated & PVC sheathed /

XLPE aluminium conductor cable of 1.1 KV grade as required.

7.8 3.3 Laying and fixing of one number PVC insulated and PVC sheathed /

XLPE power cable of 1.1 kV grade of following size on cable tray as

7.8.1 3.3.1 Upto 35 sq. mm (clamped with 1mm thick saddle) Metre 40 33.00 1,320.00

7.8.2 3.3.2 Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat

NS 3.4 Supplying and installing following size of perforated MS cable trays

including bends. tee, reducers etc with perforation not more than

17.5%, in convenient sections, joined with connectors, suspended from

the ceiling with GI suspenders including bolts & nuts, suspenders etc

3.4.1 100 mm width X 50 mm depth X 1.6 mm thickness Mtr. 30 305.00 9,150.00

14.16 3.5 Supplying and laying of following size DWC HDPE pipe ISI marked

along with all accessories like socket, bend, couplers etc. conforming to

IS 14930, Part II complete with fitting and cutting, jointing etc..direct in

ground (75 cm below ground level) including excavation and refilling

the trench but excluding sand cushioning and protective covering etc.,

complete as required.

14.16.1 3.5.1 63 mm dia (OD-63 mm & ID-51 mm nominal) Metre 5 209.00 1,045.00

TOTAL OF CABLE & END TERMINATION WORK CARRIED OVER

TO SUMMARY OF ELECTRICAL WORKS 6,583.00 41,070.00

CHAPTER-4 : FITTINGS & FIXTURE

DSR - RATE (RS.) AMOUNT(RS.)

2018/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

4.0 FITTINGS & FIXTURE

NS 4.1 Supplying of light fittings complete with all accessories with choke,

starter, capacitor, igniter etc. of the following type as required.(All

fixtures to be complete with lamps)

a) Supply of Ceiling /Suspended Led Tube light fixture suitable for 1 No

18/20 Watt LED Tube complete with suitable Electronic Ballast, Lamp

etc. as required. Each 165 650.00 1,07,250.00

b) Supply of circular surface mounted LED downlight fixture suitable for

12 Watt LED Complete with suitable Electronic Ballast, Lamp etc. as

required. Each 61 896.00 54,656.00

c) Supply of circular recess mounted LED downlight fixture suitable for 12

Watt LED Complete with suitable Electronic Ballast, Lamp etc. as

required. Each 51 787.00 40,137.00

d) Supply of circular surface mounted LED downlight fixture suitable for 6

Watt LED Complete with suitable Electronic Ballast, Lamp etc. as

required. Each 53 640.00 33,920.00

e) Supply of Bulk Head light fixture suitable for 10 Watt LED Complete

with suitable Electronic Ballast, Lamp etc. as required. Each 1 1,585.00 1,585.00

1.41 4.2 Installation, testing and commissioning of pre-wired, fluorescent

fitting/compact fluorescent fitting of all types, complete with all

accessories and tube etc. directly on ceiling/wall including connection

with 1.5 Sqmm FRLS PVC insulated, copper conductor, single core

cable and earthing etc. as required. Each 331 100.00 33,100.00

NS 4.3 Supplying of approved make ceiling fan of double ball bearing of the

following sizes with all accessories suitable for operation on 230V

single phase, 50 Hz, AC supply complete as required.

NS 4.4 Supplying of approved make 230V (nominal voltage) exhaust fan with

its all accessories complete as required of following size:

4.4.1 300mm sweep1400 RPM (Heavy duty) Each 28 3,565.00 99,820.00

DSR - RATE (RS.) AMOUNT(RS.)

2018/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

1.50 4.5 Installation of exhaust fan in the existing opening, including making

good the damage, connection, testing, commissioning etc. as required.

1.44 4.6 Installation, testing and commissioning of ceiling fan, including wiring

the down rods of standard length (upto 30 cm) with 1.5 Sqmm FRLS

PVC insulated, copper conductor, single core cable etc. as required. Each 101 105.00 10,605.00

TOTAL OF FITTINGS & FIXTURE WORK CARRIED OVER TO

SUMMARY OF ELECTRICAL WORKS 53,869.00 5,80,475.00

CHAPTER-5 : EARTHING & LIGHTNING CONDUCTOR

DSR - RATE (RS.) AMOUNT(RS.)

2018/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

5.0 EARTHING & LIGHTNING CONDUCTOR

5.3 5.1 Earthing with G. I. earth pipe 4.5 mtr. long, 40 mm dia including

accessories, and providing masonary enclosure with cover plate having

locking arrangement and watering pipe etc.with charcoal or coke and

salt as required.(For Vert. DB) Each 2 5,308.00 10,616.00

5.4 5.2 Earthing wih GI earth plate 600mmx600mmx6mm thick including

accessories and providinng masanory encliosure with cover plate

having locking arrangement and watering pipe of 2.7 metre long etc.

with charcoal or coke and salt as rerquired.(For LA) Each 2 6,216.00 12,432.00

5.11 5.3 Providing and fixing 25mm x 5mm G.I. strip in 40mm dia G.I. pipe from

earth electrode including connection with G.I.nut bolt spring, washer

excavation and re-filling as required. as required. Mtr 40 483.00 19,320.00

5.12 5.4 Providing and laying earth connection from earth electrode with 6 SWG

dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including

connection with G.I. thimble excavation and re-filling as required. Mtr 30 188.00 5,640.00

5.15 5.5 Providing and fixing 25mm x 5mm G.I. strip on surface or in recess for

connections etc. as required. Mtr 20 206.00 4,120.00

5.16 5.6 Providing and fixing 6 SWG dia GI wire on surface or in recess for loop

earthing as required. Mtr 40 57.00 2,280.00

6.2 5.7 Providing and fixing of lightning conductor finial, made of 25 mm dia

300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6

mm thick G.I. base plate including holes etc.complete as required. Each 1 448.00 448.00

6.4 5.8 Jointing copper / G.I. tape (with another copper/ G I tape, base of the

finial or any other metallic object) by riveting / nut bolting/ sweating and

soldering etc as required. Each 20 93.00 1,860.00

6.7 5.9 Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or on

surface of wall for lightning conductor complete as required.(For

horizontal run) Mtr 100 104.00 10,400.00

DSR - RATE (RS.) AMOUNT(RS.)

2018/ DESCRIPTION OF ITEM UNIT QTY

NO. DSR NS DSR ITEMS NS ITEMS

6.8 5.10 Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or on

surface of wall for lightning conductor complete as required.(For

vertical run) Mtr 40 163.00 6,520.00

6.12 5.11 Providing and fixing testing joint, made of 20 mm X 3 mm thick G.I.

strip, 125 mm long, with 4 Nos. of G.I. bolts, nuts, chuck nuts and

spring washers etc. complete as required. Each 2 102.00 204.00

6.14 5.12 Providing and laying G.I. tape 32 mm X 6 mm from earth electrode

directly in ground as required. Mtr 15 176.00 2,640.00

TOTAL OF EARTHING & LIGHTNING CONDUCTOR WORK

CARRIED OVER TO SUMMARY OF ELECTRICAL WORKS 76,480.00 -

CHAPTER-5 : FIRE ALARM SYSTEM

DSR - Rate (Rs.) Amount (Rs.)

2019/ Sl. No. Description of item Unit Qty

NS DSR NS DSR items NS items

Supplying, installation, testing & commissioning of manual call boxes of

MS construction in surface/recess with stainless steel chain & hammer

assembly complete with glass and push button etc. as required Nos 4 462.00 1,848.00

17.1.6 5.2 Supplying, installation, testing & commissioning fire alarm sounder with

facility to make announcement, mounted in M.S. box (16 SWG) with

hinged cover plate & suitable for operation with amplifier i/c line

matching transformer etc. complete as required Nos 4 545.00 2,180.00

17.5.3 5.3 Supplying and drawing of cable Fire Retardant PVC insulated copper

conductor cable in the existing surface / recessed steel conduit of

following pairs, cores and size including connections and

interconnections etc. as required

17.5.3.1 5.3.1 speaker fire alarm cable Single pair, 2-core, 1.5 sqmm mtr 400 51.00 20,400.00

17.5.4 5.4 Supplying and fixing 25 mm dia MS flexible pipe with PVC coating along

with all ancillaries and accessories like coupler etc. as required. mtr 400 50.00 20,000.00

TOTAL OF FIRE ALARM SYSTEM WORK CARRIED OVER TO

SUMMARY OF FIRE FIGHTING & FIRE DETECTION WORKS 44,428.00

NATIONAL INSTITUTE OF DESIGN AT JORHAT, ASSAM (PHASE II)

EXTENSION TO GIRLS' HOSTEL

SUMMARY OF FIRE FIGHTING & FIRE DETECTION WORKS (figures in Rs.)

Sl. No. Chapter Description/ Head of work

Scheduled Items Non Scheduled items

1 Piping & Accessories (Hydrant System) 2,09,275.00

2 Fire Extinguishers 1,28,360.00

3 Fire Alarm System 33,321.00

TOTAL OF FIRE FIGHTING & FIRE DETECTION WORKS

CARRIED OVER TO GRAND SUMMARY OF COSTS 2,42,596.00 1,28,360.00

BOQ GH (Sum - FF) 1

CHAPTER-1 : PIPING AND ACCESSORIES (HYDRANT SYSTEM)

DSR - Rate (Rs.) Amount (Rs.)

2019/ Sl. No. Description of item Unit Qty

DSR NS DSR items NS items

7 1.1 Providing, laying, testing & commissioning of 'C' class heavy duty MS

pipe conforming to IS 3589/IS 1239 including Welding, fittings like

elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe

on the wall/ceiling with suitable clamp/support frame and painting with

two or more coats of synthetic enamel paint of required shade

9 1.5 Supplying and fixing single headed internal hydrant valve with

instantaneous Gunmetal/Stainless Steel coupling of 63 mm dia with cast

iron wheel ISI marked conforming to IS 5290 (Type -A) with blank

Gunmetal/Stainless Steel cap and chain as required : 9.1 Single headed

Gunmetal Set 7494.00

9.2 1.1.5 Single headed Stainless steel Set 3 5,987.00 17,961.00

12 1.6 Supplying, fixing, testing & commissioning of double flanged sluice

valve of rating PN 1.6 with non rising spindle, bronze/gun metal seat, ISI

marked complete with nuts, bolts, washers, gaskets and conforming to IS

780 of following sizes as required

14 1.7 Providing, installation, testing and commissioning of non-return valve of

following sizes confirming to IS: 5312 complete with rubber gasket, GI

bolts, nuts, washers etc.as required

16 1.8 Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm

dia male and female couplings duly bound with GI wire, rivets etc.

conforming to IS 636 (type-A) as required

16.2 1.8.1 Stainless Steel (Grade 304) Set 4434.00 Set 6 4,434.00 26,604.00

DSR - Rate (Rs.) Amount (Rs.)

2019/ Sl. No. Description of item Unit Qty

DSR NS DSR items NS items

17 1.9 Supplying and fixing first-aid Hose Reel with MS construction spray

painted in post office red, conforming to IS 884 complete with the

following as required

20 mm nominal internal dia water hose thermoplastic (Textile reinforced)

type -2 as per IS: 12585

20 mm nominal internal dia gun metal globe valve & nozzle.

Drum and brackets for fixing the equipmets on wall.

Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe

18 1.10 Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm

nominal internal diameter size nozzle conforming to IS 903 suitable for

instantaneous connection to interconnect hose pipe coupling as required

18.2 1.10.1 Stainless Steel (Grade 304) Each 3 1,648.00 4,944.00

TOTAL OF PIPING AND ACCESSORIES (HYDRANT SYSTEM) WORK

CARRIED OVER TO SUMMARY OF FIRE FIGHTING & FIRE

DETECTION WORKS 2,09,275.00

CHAPTER- 2 : FIRE EXTINGUISHERS

DSR - Rate (Rs.) Amount (Rs.)

2019/ Sl. No. Description of item Unit Qty

NS DSR NS DSR items NS items

NS 2.1 4 Kg ABC Extinguisher of stored pressure type with discahrge tube and

pressure guage complete IS 15683. marked with MAP90 powder Each 5 7,628.00 38,140.00

NS 2.2 CO2 Fire Extinguisher of 4.5 Kg capacity fitted with screw down type high

pressure control valve with 1.0 M long rubber braided discahrge hose with

horn. IS 15683 marked Each 5 14,919.00 74,595.00

NS 2.3 Providing & fixing wall mounted signages consisting of Zinc Sulphide

Photo Luminescent coatings on acrylic sheet. Signages shall be 10 cm x

30 cm and shall consist of Signage on half side and arrow on other half.

Signage shall be any of the following:Exit / Staircase / Extinguisher

location / Manual Call Box / Hydrant etc. Signage shall be as per drawing

TOTAL OF FIRE EXTINGUISHERS WORK CARRIED OVER TO

SUMMARY OF FIRE FIGHTING & FIRE DETECTION WORKS 1,28,360.00

CHAPTER-3 : FIRE ALARM SYSTEM

EL.DSR - Rate (Rs.) Amount (Rs.)

2018/ Description of item Unit Qty

No. DSR NS DSR items NS items

Supplying, installation, testing & commissioning of manual call boxes of

MS construction in surface/recess with stainless steel chain & hammer

assembly complete with glass and push button etc. as required No 3 462.00 1,386.00

17.1.6 3.2 Supplying, installation, testing & commissioning fire alarm sounder with

facility to make announcement, mounted in M.S. box (16 SWG) with

hinged cover plate & suitable for operation with amplifier i/c line matching

transformer etc. complete as required No 3 545.00 1,635.00

17.5.3 3.3 Supplying and drawing of cable Fire Retardant PVC insulated copper

conductor cable in the existing surface / recessed steel conduit of

following pairs, cores and size including connections and

interconnections etc. as required

17.5.3.1 3.3.1 speaker fire alarm cable Single pair, 2-core, 1.5 sqmm mtr 300 51.00 15,300.00

17.5.4 3.4 Supplying and fixing 25 mm dia MS flexible pipe with PVC coating along

with all ancillaries and accessories like coupler etc. as required.

TOTAL OF FIRE ALARM SYSTEM WORK CARRIED OVER TO

SUMMARY OF FIRE FIGHTING & FIRE DETECTION WORKS 33,321.00

CONSTRUCTION OF NATIONAL INSTITUTE OF DESIGN AT JORHAT, ASSAM (PHASE II)

PLAY COURT & ACCESSORIES WORKS

SUMMARY OF PLAY COURT & ACCESSORIES WORKS (figures in Rs.)

Sl. No. Chapter Description/ Head of work

Scheduled Items Non Scheduled items

1 PLAY COURTS CIVIL WORKS 1,07,25,857.65 7,26,316.00

TOTAL OF PLAY COURT & ACCESSORIES WORKS

CARRIED OVER TO ABSTRACT OF COSTS 1,37,29,463.25 29,02,220.00

BOQ - (PLC) SUM 1

CONSTRUCTION OF NATIONAL INSTITUTE OF DESIGN AT JORHAT, ASSAM (PHASE II)

PLAY COURT WORKS

BILL OF QUANTITY

CHAPTER - 1 : PLAY COURTS CIVIL WORKS

DSR - SL. RATE (RS.) AMOUNT(RS.)

2021/ NO. DESCRIPTION OF ITEM UNIT QTY

NS DSR NS DSR ITEMS NS ITEMS

2.31 1.1 Clearing jungle including uprooting of rank vegetation, grass, brush wood,

trees and saplings of girth upto 30 cm measured at a height of 1m above

ground level and removal of rubbish upto a distance of 50 m outside the

periphery of the area cleared. sqm 4500 14.50 65,250.00

2.1 1.2 Earth work in surface excavation not exceeding 30 cm in depth but

exceeding 1.5 m in width as well as 10 sqm on plan including disposal of

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

and neatly dressed :

2.6 1.3 Earthwork in excavation by mechanical means (hydraulic

excavator)/manual means over areas (exceeding 30cm in depth, 1.5m in

width as well as 10sqm on plan) including disposal of excavated earth,

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

16.3 1.4 Supplying and stacking at site.

16.3.3 1.4.1 53 mm to 22.4 mm size stone aggregate cum 1015 1,837.25 18,64,808.75

16.3.7 1.4.2 Stone screening 11.2 mm nominal size (Type B) cum 195 2,065.70 4,02,811.50

16.4 1.5 Laying, spreading and compacting stone aggregate of specified sizes to

WBM specifications in uniform thickness, hand picking, rolling with 3

wheeled road/vibratory roller 8-10 tonne capacity in stages to proper

grade and camber, applying and brooming requisite type of screening /

binding material to fill up interstices of coarse aggregate, watering and

compacting to the required density . cum 1210 865.80 10,47,618.00

NS 1.6 Filling available excavated earth (excluding rock) in in layer not

exceeding 20cm in depth: consolidating each deposited layer by ramming

and watering, lead up to 500 m and lift upto 1.5 m cum 1898 262.00 4,97,276.00

DSR - SL. RATE (RS.) AMOUNT(RS.)

2021/ NO. DESCRIPTION OF ITEM UNIT QTY

NS DSR NS DSR ITEMS NS ITEMS

2.27 1.7 Supplying and filling in plinth with sand under floors, including watering,

ramming, consolidating and dressing complete. cum 235 2,161.20 5,07,882.00

16.1 1.8 Preparation and consolidation of sub grade with power road roller of 8 to

12 tonne capacity after excavating earth to an average of 22.5 cm depth,

dressing to camber and consolidating with road roller including making

good the undulations etc. and re-rolling the sub grade and disposal of

surplus earthwith lead upto 50 metres. sqm 9000 180.50 16,24,500.00

16.75 1.9 Providing and laying C.C. pavement of mix M-25 with ready mixed

concrete from batching plant. The ready mixed concrete shall be

laid and finished with screed board vibrator , vacuum dewatering

process and finally finished by floating, brooming with wire brush

etc. complete as per specifications and directions of Engineer-incharge.

(The panel shuttering work shall be paid for separately). cum 400 8,277.55 33,11,020.00

(Note:- Cement content considered in this item is @ 330 kg/cum.

Excess/less cement used as per design mix is payable/ recoverable

5.22 1,10 Steel reinforcement for R.C.C. work including straightening, cutting,

bending, placing in position and binding all complete upto plinth level.

5.22.6 1.10.1 Thermo-Mechanically Treated bars kilogram 6250 89.65 5,60,312.50

NS 1.11 HPU Coating of Basket Ball & Tennis courts & marking of all as per

manufactures specification sqm 2045 112.00 2,29,040.00

4.1 1.12 Providing and laying in position cement concrete of specified grade

excluding the cost of centering and shuttering - All work upto plinth level.

4.1.6 1.12.1 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources :

6 graded stone aggregate 40 mm nominal size derived from natural

DSR - SL. RATE (RS.) AMOUNT(RS.)

2021/ NO. DESCRIPTION OF ITEM UNIT QTY

NS DSR NS DSR ITEMS NS ITEMS

11.44 1.13 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

Providing and laying at or near ground level factory made kerb stone of M-

25 grade cement concrete in position to the required line, level and

curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand),

including making joints with or without grooves (thickness of joints except

at sharp curve shall not to more than 5mm), including making drainage

opening wherever required complete etc. as per direction of Engineer-in-

charge (length of finished kerb edging shall be measured for payment).

(Precast C.C. kerb stone shall be approved by Engineer-in-charge). cum 18 8,613.55 1,55,043.90

TOTAL OF PLAY COURT WORKS CARRIED OVER TO SUMMARY

CHAPTER 2 - FENCING

DSR Rate (Rs.) Amount (Rs.)

2021/ Sl. No. Description of item Unit Qty

NS DSR NS DSR items NS items

CHAIN LINK FENCING AROUND TENNIS COURTS

2.8 2.1 Earth work in excavation by mechanical means(hydraulic

excavator)/ manual means in foundation trenches (not

exccding1.5m in width or 10 sq.m on plan) including dressing of

sides and ramming of bottoms, lift upto 1.5m, including getting

out the excavated soil and disposal of surplus excavated soil as

directed, within a lead of 50m.

2.25 2.2 Filling available excavated earth (excluding rock) in trenches,

plinth, sides of foundations etc. in layers not exceeding 20cm in

depth, consolidating each deposited layer by ramming and

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

4.1 2.3 Providing and laying in position cement concrete of specified

grade excluding the cost of centering and shuttering - All work

upto plinth level.

4.1.6 2.3.1 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural

sources : 6 graded stone aggregate 40 mm nominal size

derived from natural sources) cum 7 6,670.25 46,691.75

4.1.8 2.3.2 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural

sources : 8 graded stone aggregate 40 mm nominal size

derived from natural sources) cum 2 6,326.05 12,652.10

5.9 2.4 Centring and shuttering including strutting, propping etc. and

removal of form for:

5.9.1 2.4.1 Foundations, footings, bases of columns etc. for mass concrete.

5.9.6 2.4.2 Columns, Pillars, Piers, Abutments, Posts and Struts sqm 30 804.25 24,127.50

6.1 2.5 Brickwork with F.P.S. bricks of class designation 75 in

foundation and plinth in:

6.1.2 2.5.1 Cement mortar 1:6(1cement :6 coarse sand). cum 30 6,658.25 1,99,747.50

13.6 2.6 20mm cement plaster of mix

DSR Rate (Rs.) Amount (Rs.)

2021/ Sl. No. Description of item Unit Qty

NS DSR NS DSR items NS items

13.44 2.7 Finishing walls with waterproofing cement paint of required

13.44.1 2.7.1 New work (Two or more coats applied @3.84 kg/10sqm) sqm 230 97.60 22,448.00

10.25 2.8 Steel work welded in built up sections/framed work including

cutting hoisting,fixing in position and applying a priming coat of

approved steel primer using structural steel etc.as required.

10.25.2 2.8.1 In gratings, frames, guard bars, ladders, railings, brackets,

gates & similar works kg 9900 142.30 14,08,770.00

13.61 2.9 Painting with synthetic enamel paint of approved brand and

manufacture to give an even shade.

13.61.1 2.9.1 Two or more coats on new work over an under coat of suitable

shade with ordinary paint of approved brand and manufacture.

16.70 2.10 Providing and fixing G.I. chain link fabric fencing of required

width in mesh size 50x50 mm including strengthening with 2

mm dia wire or nuts, bolts and washers as required complete as

per the direction of Engineer-in-charge.

16.70.2 2.10.1 Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia

not less than 5 mm in required colour and shade sqm 805 901.65 7,25,828.25

TOTAL OF FENCING WORKS CARRIED OVER TO

SUMMARY OF COSTS 26,72,234.80 -