Construction of CBSE, Regional Office (Patna) building at Digha, Patna

12 TOTAL ESTIMATED COST OF THE PROJECT (E.) 395569178.19

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.12.31

PROJECT: PROPOSED CONSTRUCTION OF CBSE, REGIONAL OFFICE BUILDING AT DIGHA, PATNA, BIHAR

MAIN BUILDING (G+2) , BOQ - CIVIL WORKS

ABSTRACT OF COST - CIVIL WORKS

DSR-2021 DESCRIPTION DSR-2021 AMOUNT NON DSR AMOUNT

A 2.0 EARTH WORKS 5,914,848.50 -

B 4.0 CONCRETE WORKS 3,434,828.61 -

C 5.0 REINFORCED CEMENT CONCRETE WORK 109,352,752.43 -

E 8.0 MARBLE & GRANITE WORK 3,250,274.79 -

L 22.0 WATER PROOFING 3,777,073.01 -

M MISCELLANEOUS WORK - 2,859,353.59

GRAND TOTAL 211,118,838.52

GRAND TOTAL 211,118,838.52

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.12.31

BOQ- MAIN BUILDING (OFFICE G+2)

PROJECT: PROPOSED CONSTRUCTION OF CBSE, REGIONAL OFFICE BUILDING AT DIGHA, PATNA, BIHAR

MAIN BUILDING (G+2) , BOQ - CIVIL WORKS

Sl. DSR-2021 DSR-2021

DSR-2021 DESCRIPTION UNIT QTY. NDSR RATE NDSR Amount

No. RATE Amount

A 2.0 EARTH WORKS

Earth work in excavation by mechanical means (Hydraulic

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

1 2.6 m in width as well as 10 sqm on plan) including getting out and

disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as

directed by Engineer-in-charge.

i 2.6.1 All kinds of soils Cum 2901.08 242.49 703467.63

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

banking excavated or stacked materials.

i 2.26.1 All kinds of soil Cum 920.47 123.34 113528.11

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

excavation for sockets, and dressing of sides, ramming of bottoms,

depth upto 1.5m including getting out the excavated soil, and then

returning the soil as required, in layers not exc

a 2.10.1 All kinds of soil.

Pipes, cables, etc. exceeding 80mm dia but not exceeding 300mm

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.

Excavating, supplying and filling of local earth (including royalty) by

mechanical transport upto a lead of 5km also including ramming and

watering of the earth in layers not exceeding 20 cm in trenches,

plinth, sides of foundation etc. complete.

Supplying and filling in plinth with sand under floors, including

watering, ramming, consolidating and dressing complete.

Clearing grass and removal of the rubbish up to a distance of 50 m

outside the periphery of the area cleared.

Dry brick on edge flooring in required pattern with bricks of class

designation 7.5 on a bed of 12 mm mud mortar, including filling joints

with Jamuna sand, with common burnt clay non modular bricks.

Supplying chemical emulsion in sealed containers including delivery

i 2.34.1 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% Litre 1115.49 237.11 264500.15

10 Anti termite treatment

Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL

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

Along external wall where the apron is not provided using chemical

emulsion @ 7.5 litres / sqm of the vertical surface of the substructure

i 2.35.1.1 to a depth of 300mm including excavation channel along the wall & Metre 317.81 38.12 12115.52

rodding etc. complete: With Chlorpyriphos/ Lindane E.C. 20% with

1% concentration

Treatment of soil under existing floors using chemical emulsion @

one litre per hole, 300 mm apart including drilling 12 mm diameter

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

sand) to match the existing floor:

i 2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration Sqm 1833.15 302.32 554207.12

TOTAL (Carried Over to Summary of Civil Works) 5914848.50 0.00

B 4.0 CONCRETE WORKS

Providing and laying in position cement concrete of specified grade

1 4.1 excluding the cost of centering and shuttering - All work up to plinth

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

a) 4.1.4 sources : 4 graded stone aggregate 40 mm nominal size derived from Cum 9.90 8529.70 84480.46

natural sources)

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

b) 4.1.6 sources : 6 graded stone aggregate 40 mm nominal size derived from Cum 0.50 7872.65 3936.32

natural sources)

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

c) 4.1.8 sources : 8 graded stone aggregate 40 mm nominal size derived from Cum 368.57 7466.40 2751868.17

natural sources)

Providing and laying cement concrete in retaining walls, return walls,

walls (any thickness) including attached pilasters, columns, piers,

abutments, pillars, posts, struts, buttresses, string or lacing courses,

parapets, coping, bed blocks, anchor blocks, plain window sills, fillets,

sunken floor etc., up to floor five level, excluding the cost of

centering, shuttering and finishing:

1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural

i 4.2.2 sources : 3 graded stone aggregate 20 mm nominal size derived from Cum 8.52 11559.20 98522.32

natural sources).

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.12.31

BOQ- MAIN BUILDING (OFFICE G+2)

Sl. DSR-2021 DSR-2021

DSR-2021 DESCRIPTION UNIT QTY. NDSR RATE NDSR Amount

No. RATE Amount

1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural

ii 4.2.5 sources : 6 graded stone aggregate 20 mm nominal size derived from Cum 4.33 10437.60 45142.61

natural sources)

Centering and shuttering including strutting, propping etc. and

removal of form work for :

i 4.3.1 Foundations, footings, bases for columns. Sqm 344.00 363.46 125030.92

Providing and laying damp-proof course 50mm thick with cement

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

natural sources : 4 graded stone aggregate 20mm nominal size

derived from natural sources).

Extra for providing and mixing water proofing material in cement

4 4.12 concrete work in doses by weight of cement as per manufacturer's 74.00 67.45 4991.45

Providing & applying a coat of residual petroleum bitumen of grade

of VG-10 of approved quality using 1.7kg 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.

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

cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm

nominal size) over 75mm thick bed of dry brick ballast 40 mm

nominal size, well rammed and consolidated and grouted with fine

sand, including necessary excavation, levelling & dressing & finishing

the top smooth.

TOTAL (Carried Over to Summary of Civil Works) 3434828.61 0.00

C 5.0 REINFORCED CEMENT CONCRETE WORK

Centering and shuttering including strutting, propping etc. and

removal of form for :

a 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. Sqm 796.40 363.46 289461.49

Walls (any thickness) including attached pilasters, butteresses, plinth

and string courses etc.

c 5.9.3 Suspended floors, roofs, landings, balconies and access platform. Sqm 4929.99 904.73 4460316.58

d 5.9.4 Shelves (Cast in situ) Sqm 44.28 904.73 40060.93

e 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm 5047.82 718.01 3624398.28

f 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. Sqm 2859.31 949.23 2714128.89

g 5.9.7 Stairs, (excluding landings) except spiral-staircases. Sqm 165.17 776.32 128226.38

h 5.9.9 Arches, domes, vaults up to 6 m span Sqm 25.00 2155.46 53886.38

Extra for shuttering in circular work (20% of respective centering and

shuttering items)

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

j 5.9.15 window sills, string courses, bands, copings, bed plates, anchor blocks Sqm 47.41 363.46 17231.37

k 5.9.16 Edges of slabs and breaks in floors and walls

l 5.9.19 Weather shade, Chajjas, corbels etc., including edges. Sqm 203.10 961.86 195352.82

Extra for additional height in centering, shuttering where ever

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

m 5.11 shuttering and decentering at all levels, over a height of 3.5 m, for

every additional height of 1 metre or part thereof (Plan area to be

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

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

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

i 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 161376.49 105.81 17075340.15

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

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

i 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 397214.06 105.81 42029448.96

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.12.31

BOQ- MAIN BUILDING (OFFICE G+2)

Sl. DSR-2021 DSR-2021

DSR-2021 DESCRIPTION UNIT QTY. NDSR RATE NDSR Amount

No. RATE Amount

Providing and laying in position ready mixed or site batched design

mix cement concrete for reinforced cement concrete work; using

coarse aggregate and fine aggregate derived from natural sources,

Portland Pozzolana / Ordinary Portland /Portland Slag cement,

admixtures in recommended 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.

a) 5.33.1 All works upto plinth level.

Concrete of M25 grade with minimum cement content of 330 kg

Concrete of M30 grade with minimum cement content of 350 kg

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

Concrete of M25 grade with minimum cement content of 330 kg

Concrete of M30 grade with minimum cement content of 350 kg

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

the specified cement content therein.

Providing and fixing of expansion joint system related with floor

location as per drawings and direction of Engineer-In-Charge. The

joints system will be of extruded aluminum base members, self

aligning / self centering arrangement and support plates etc. as per

ASTM B221-02. The system shall be such that it provides floor to floor

/floor to wall expansion control system for various vertical localtion

in load application areas that accommodates multi directional

seismic movement without stress to it's components. System shall

consist of metal profiles with a universal aluminum base member

designed to accommodate various project conditions and finish floor

treatments. The cover plate shall be designed of width and thickness

6 5.44 required to satisfy projects movement and loading requirements and

secured to base members by utilizing manufacturer’s pre-engineered

self- centering arrangement that freely rotates / moves in all

directions. The Self - centering arrangement shall exhibit circular

sphere ends that lock and slide inside the corresponding aluminum

extrusion cavity to allow freedom of movement and flexure in all

directions including vertical displacement. Provision of Moisture

Barrier Membrane in the Joint System to have watertight joint is

mandatory requirement all as per the manufactures design and as

approved by Engineer -in- Charge. (Material shall confirm to ASTM

i 5.44.1 Floor Joint of 100 mm gap Metre 17.70 6845.70 121168.93

Providing and fixing of expansion joint system related with wall joint

(internal/ external) location as per drawings and direction of

Engineer-In- Charge. The joints shall be of extruded aluminum base

members, self aligning / centering arrangement and support plates

as per ASTM B221- 02. The

material shall be such that it provides an Expansion Joints System

7 5.45 suitable for vertical wall to wall/ wall to corner application, both new

and existing construction in office Buildings & complexes with no

slipping down tendency amongst the components of the Joint

System. The Joint System shall utilize light weight aluminum profiles

exhibiting minimal exposed aluminum surfaces mechanically snap

locking the multicellular to facilitate movement. (Material shall

confirm to ASTM 6063).

i 5.45.1 Wall Joint of 100 mm gap Metre 27.60 5707.16 157517.66

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.12.31

BOQ- MAIN BUILDING (OFFICE G+2)

Sl. DSR-2021 DSR-2021

DSR-2021 DESCRIPTION UNIT QTY. NDSR RATE NDSR Amount

No. RATE Amount

Providing and fixing of expansion joint system of approved make and

manufactures for various roof locations as per approved drawings

and direction of Engineer-In-Charge. The joints shall be of extruded

aluminum base members with, self aligning and self centering

arragement support plates asper ASTM B221-02. The system shall be

such that it provides watertight roof to roof/roof to corner joint

cover expansion control system that is capable of accommodating

multidirectional seismic movement without stress to its components.

System shall consist of metal profile that incorporates a universal

aluminum base member designed to accommodate various project

conditions and roof treatments. The cover plate shall be designed of

width and thickness required to satisfy movement and loading

8 5.46 requirements and secured to base members by utilizing

manufacturer’s pre-engineered self-centering arrangement that

freely rotates / moves in all directions. The Self centering

arrangement shall exhibit circular sphere ends that lock and slide

inside the corresponding aluminum extrusion cavity to allow freedom

of movement and flexure in all directions including vertical

displacement. The Joint System shall resists damage or deterioration

from the impact of falling ice, exposure to UV, airborne contaminants

and occasional foot traffic from maintenance personnel. Provision of

Moisture Barrier Membrane in the Joint System to have water tight

joint is mandatory requirement.

(Material shall confirm to ASTM 6063.)

i 5.46.1 Roof Joint of 100 mm gap Metre 15.45 6401.98 98910.63

Providing and placing in position 100 mm thick factory made machine

batched & machine mixed Precast RCC Rectangular Covers on drains

of footpath of various sizes, of M-25 grade cement concrete for RCC

work, including cost of centering, shuttering, reinforcement of 8 mm

dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways ,

neat cement punning on finished surface, properly encased on all

edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over

priming coat , reinforcement to be welded at edges with MS sheet

and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage,

all leads & lift, handling at site etc. all complete as per direction of

Engineer-in-Charge.

TOTAL (Carried Over to Summary of Civil Works) 109352752.43 0.00

D 6.0 BRICK WORK

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

class designation 7.5 in foundation and plinth in:

i 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 197.41 7858.49 1551374.20

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

at every third course of half brick masonry.

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

3 6.34 class designation 10 average compressive strength in super structure

above plinth level up to floor V level in :

i 6.34.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 865.84 9060.05 7844551.98

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

common burnt clay F.P.S. (non modular) bricks of class designation

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

Half brick masonry with non modular fly ash bricks of class

5 6.45 designation 10, conformingio IS :12894, in super structure above

plinth and upto floor V level.

i 6.45.2 Cement mortar 1:4 (1 cement : 4 coarse sand) Sqm 3158.19 1144.44 3614361.33

TOTAL (Carried Over to Summary of Civil Works) 13350776.54 0.00

E 8.0 MARBLE & GRANITE WORK

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

prepolished) machine cut for kitchen platforms, vanity counters,

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

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

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

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

curing, moulding and polishing to edge to give high gloss finish etc.

complete at all levels.

a) 8.2.2 Granite of any colour and shade

i 8.2.2.1 Area of slab upto 0.50 sqm Sqm 86.50 5522.86 477727.71

ii 8.2.2.2 Area of slab over 0.50 sqm Sqm 44.28 5223.08 231274.71

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.12.31

BOQ- MAIN BUILDING (OFFICE G+2)

Sl. DSR-2021 DSR-2021

DSR-2021 DESCRIPTION UNIT QTY. NDSR RATE NDSR Amount

No. RATE Amount

Extra for fixing marble / granite stone over and above corresponding

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

baesd adhesive including cleaning etc. complete.

Extra for providing opening of required size & shape for wash basins/

kitchen sink in kitchen platform, vanity counters and similar location

3 8.5 in marble/Granite/Stone work including necessary holes for pillar each 36 953.83 34337.86

taps etc. including rubbing and polishing of cut edge etc. complete.

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.12.31

BOQ- MAIN BUILDING (OFFICE G+2)

Sl. DSR-2021 DSR-2021

DSR-2021 DESCRIPTION UNIT QTY. NDSR RATE NDSR Amount

No. RATE Amount

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. Granite Stone of approved shade

Providing and fixing machine cut, mirror / eggshell polished , Granite

stone work for wall lining (veneer work) including dado, skirting,

risers of steps etc., in required design and pattern wherever

required, stones of different finished surface texture, on 12 mm

DSR-2021 (average) thick cement mortar 1:3 (1 cement : 3 oarse sand) laid and

5 (Derived item jointed with white cement slurry @ 3.3 kg/Sq.Mt. including pointing Sqm. 128.82 9208.88 1186242.40

,8.11) with white cement slurry admixed with pigment of matching shade,

including rubbing, curing, polishing etc. all complete as per

Architectural drawings, and as directed by the Engineer-in-Charge. a.

18 mm thick Granite stone slab any colour etc.

Providing and fixing Ist quality Digital printed ceramic glazed wall tiles

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

manufacturer), of approved make, in all colours, shades except

Derived item burgundy, bottle green, black of any size as approved by Engineer-in-

(8.31) 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.

TOTAL (Carried Over to Summary of Civil Works) 3250274.79 0.00

F 9.0 WOOD & PVC WORK

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

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

1 9.20 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

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

2 9.23 minimum depth on all edges of flush door shutters (over all area of Sqm 264.96 473.76 125526.81

door shutter to be measured).

Providing and fixing wooden moulded beading to door and window

frames with iron screws, plugs and priming coat on unexposed

surface etc. complete :2nd class teak wood.50x12 mm.

Providing and fixing aluminium tower bolts, ISI marked, anodised

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

transparent or dyed to required colour or shade, with necessary

screws etc. complete :

Providing and fixing aluminium pull bolt lock, 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 bolts, nut and washers etc. complete.

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.

Providing & Fixing decorative high pressure laminated sheet of plain /

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

7 9.127 surface layer and reverse side of adhesive bonding quality

conforming to IS : 2046 Type S, including cost of adhesive of

approved quality.

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.12.31

BOQ- MAIN BUILDING (OFFICE G+2)

Sl. DSR-2021 DSR-2021

DSR-2021 DESCRIPTION UNIT QTY. NDSR RATE NDSR Amount

No. RATE Amount

Providing and fixing partition upto ceiling height consisting of G.I.

frame and required board, including providing and fixing of frame

work made of special section power pressed/ roll form G.I. sheet

with zinc coating of 120 gms/ sqm(both side inclusive), consisting of

floor and ceiling channel 50mm wide having equal flanges of 32 mm

and 0.50 mm thick, fixed to the floor and ceiling at the spacing of 610

mm centre to centre with dash fastener of 12.5 mm dia meter 50

mm length or suitable anchor fastener or metal screws with nylon

plugs and the studs 48 mm wide having one flange of 34 mm and

other flange 36 mm and 0.50 mm thick fixed vertically within flanges

of floor and ceiling channel and placed at a spacing of 610 mm centre

to centre by 6 mm dia bolts and nuts, including fixing of studs along

both ends of partition fixed flush to wall with suitable anchor

fastener or metal screws with nylon plugs at spacing of 450 mm

centre to centre, and fixing of boards to both side of frame work by

25 mm long dry wall screws on studs, floor and ceiling channels at

the spacing of 300 mm centre to centre. The boards are to be fixed to

the frame work with joints staggered to avoid through cracks,

Galvanised M.S. fixing channel of 99 mm width (0.9 mm thick having

two flanges of 9.5 mm each with zinc coating of 120 gms/sqm(both

side inclusive)) to be provided at the horizontal joints of two boards,

fixed to the studs using metal to metal flat head screws, including

jointing and finishing to a flush finish with recommended jointing

compound, jointing tape, angle beads at corners (25 mm x 25 mm x

0.5 mm), joint finisher and two coats of primer suitable for board as

per manufacture's specification and direction of engineer in charge

75 mm overall thickness partition with 12.5 mm thick double skin fire

i 9.105.1 rated Glass Reinforced Gypsum (GRG) board conforming to IS: 2095: Sqm 55.11 2121.70 116934.83

(part 3) : 1996 (Board with BIS certification marks)

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.

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CHACHA Date: 2022.12.31

BOQ- MAIN BUILDING (OFFICE G+2)

Sl. DSR-2021 DSR-2021

DSR-2021 DESCRIPTION UNIT QTY. NDSR RATE NDSR Amount

No. RATE Amount

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. Decorative finish

(wood grained finish).

Providing and fixing factory made uPVC white colour fixed glazed

windows/ ventilators comprising of uPVC multi-chambered frame

and mullion (where ever required) extruded profiles duly reinforced

with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll

forming process of required length (shape & size according to uPVC

profile), , uPVC extruded glazing beads of appropriate dimension,

EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame to

finished wall, plastic packers, plastic caps and necessary stainless

steel screws etc. Profile of frame shall be mitred cut and fusion

welded at all corners, mullion (if required) shall be also fusion welded

11 9.147B including drilling of holes for fixing hardware's and drainage of water

etc. After fixing frame the gap between frame and adjacent finished

wall shall be filled with weather proof silicon sealant over backer rod

of required size and of approved quality, all complete as per

approved drawing & direction of Engineer-in-Charge. (Single / double

glass panes and silicon sealant shall be paid separately). Note: For

uPVC frame, sash and mullion extruded profiles minus 5% tolerance

in dimension i.e. in depth & width of profile shall be acceptable.

Variation in profile dimension in higher side shall be accepted but no

extra payment on this account shall be made.

Fixed window / ventilator made of (small series) frame 47 x 50 mm &

mullion 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and

single glazing bead of appropriate dimension. (Area upto 0.75 sqm.)

Providing and fixing factory made uPVC white colour sliding glazed

window upto 1.50 m in height dimension comprising of uPVC multi-

chambered frame with in-built roller track and sash extruded profiles

duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section

made from roll forming process of required length (shape & size

according to uPVC profile), appropriate dimension of uPVC extruded

glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile,

zinc alloy (white powder coated) touch locks with hook, zinc alloy

body with single nylon rollers (weight bearing capacity to be 40 kg),

G.I fasteners 100 x 8 mm size for fixing frame to finished wall and

necessary stainless steel screws etc. Profile of frame & sash shall be

12 9.147D mitred cut and fusion welded at all corners, including drilling of holes

for fixing hardware's and drainage of water etc. After fixing frame the

gap between frame and adjacent finished wall shall be filled with

weather proof silicon sealent over backer rod of required size and of

approved quality, all complete as per approved drawing & direction

of Engineer-in-Charge. (Single / double glass panes, wire mesh and

silicon sealent shall be paid separately). Note: For uPVC frame and

sash extruded profiles minus 5% tolerance in dimension i.e. in depth

& width of profile shall be acceptable. Variation in profile dimension

in higher side shall be accepted but no extra payment on this account

Three track three panels sliding window with fly proof S.S wire mesh

(Two nos. glazed & one no. wire mesh panels) made of (big series)

frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of

2.3 ± 0.2 mm and single glazing bead / double glazing bead of

appropriate dimension. (Area of window above 1.75 sqm).

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.12.31

BOQ- MAIN BUILDING (OFFICE G+2)

Sl. DSR-2021 DSR-2021

DSR-2021 DESCRIPTION UNIT QTY. NDSR RATE NDSR Amount

No. RATE Amount

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

Derived Item windows, Doors and clerestory windows using wire gauge with

(9.135.2) average width of aperture 1.4 mm in both directions with wire of dia.

0.50 mm all complete. With Upvc Snap beading.

Providing and fixing zinc alloyed (white powder coated) touch lock for

14 9.150 uPVC sliding window with necessary screws etc. complete. each 256.00 197.28 50503.93

Providing and fixing steel roller for uPVC sliding window with

necessary screws etc. complete.

Providing and fixing approved brand and manufacture of Rack and

pinion door closer TS 68 EN size 2/3/4, with std. arm and with two

independent closing valves and latching speed adjustable by arm.

Silver finish. As per EN 1154. with necessary accessories and screws

etc. complete in all respects as per manufacture ofrs' specificatios &

as directed by Engineer-in-charge.

Providing and fixing approved brand and manufacture of 4012 wall

mounted door stop dome with 60mm length with fixing accessories

17 MR-2 with necessary accessories and screws etc. complete in all respects Each 115 700.00 80500

as per manufacture ofrs' specificatios & as directed by Engineer-in-

Providing and fixing approved brand and manufacture of Pure 8100

Type 3 Package with Pair of Pure 8100 Design Lever Handle on Roses

& escutcheons. Including 271a Sash lock with 72mm CTC, 55mm

18 MR-3 Backset 20mm Square forend. EPC 60mm length oneside thumb turn Set 75 6643.00 498225

otherside coin release operation with necessary accessories and

screws etc. complete in all respects as per manufacture ofrs'

specificatios & as directed by Engineer-in-charge.

Providing and fixing approved brand and manufacture of Stainless

Steel Tower bolt 300 mm long with 10 mm dia ( TR 1210SS) along

19 MR-4 with necessary accessories and screws etc. complete in all respects Each 230 861.00 198030

as per manufacture ofrs' specificatios & as directed by Engineer-in-

Providing and fixing approved brand and manufacture of Stainless

Steel Tower bolt 150 mm long with 10 mm dia ( TS 610SS) along with

20 MR-5 necessary accessories and screws etc. complete in all respects as per Each 10.0 563.00 5630

manufacture ofrs' specificatios & as directed by Engineer-in-charge.

Providing and fixing approved brand and manufacture of Stainless

Steel Door Buffer wall mounted 22 mm dia,75 mm long (DB (22)

21 MR-6 along with necessary accessories and screws etc. complete in all Each 115.00 522.00 60030

respects as per manufacture ofrs' specificatios & as directed by

Engineer-in-charge.

Providing and fixing approved brand and manufacture of Stainless

Steel Handle 125 mm long with necessary accessories and screws

etc. complete in all respects as per manufacture ofrs' specificatios &

as directed by Engineer-in-charge.

Providing and fixing approved brand and manufacture of Stainless

Steel Sliding Tower Bolt 450x16 mm long with necessary accessories

23 MR-8 and screws etc. complete in all respects as per manufacture ofrs' Each 20.00 1136.00 22720

specificatios & as directed by Engineer-in-charge.

Providing and Fixing approved brand and manufacture of Stainless

Steel 2 Ball Bearing Hinge 102x76x3mm ( HG1153SS) along with

24 MR-9 necessary accessories and screws etc. complete in all respects as per Each 16.00 414.00 6624

manufacture ofrs' specificatios & as directed by Engineer-in-charge.

Providing and fixing of Medium Duty hollow metal fire rated doors

as per IS 3614: 2021, for 120min integrity & 30min. insulation.

Pressed galvanized steel confirming to IS 277 with the following

specification. Recommended fire door shall be tested as per IS/ISO

3008-1 & IS/ ISO 834-1, from Exova/TBW/CBRI approved lab. Labled

fire doors shall be with fire rated hardware and vision panel all as a

complete assembly. Proper label confirming the type of door and the

hourly rating is mandatory.

Door frame shall be step rebate grooved profile of size 125 x 75mm

made out of 1.20mm (18gauge) minimum thick galvanized steel

sheet. Frames shall be mitered and field assembled with self tabs.

Frames to have inbuild grooved sealing system for taking fire rated

EPDM seals. All provision should be mortised, drilled and tapped for

receiving appropriate hardware. Frames should be provided with

back plate bracket and anchor fasteners for installation on a finished

plastered masonry wall opening. Frames shall be filled with fire rated

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.12.31

BOQ- MAIN BUILDING (OFFICE G+2)

Sl. DSR-2021 DSR-2021

DSR-2021 DESCRIPTION UNIT QTY. NDSR RATE NDSR Amount

No. RATE Amount

Door leaf shall be 60mm thick fully flush double skin step design

door, insulated with or without vision lite. Door leaf shall be

manufactured from 1.2mm (18gauge) minimum thick galvanised

steel sheet. The internal construction of the door should be rigid

reinforcement pads for receiving appropriate hardware. The infill

material shall be 120kg/m high density mineral wool insulation

material. Intumescent seals 15 x 1.5mm to be provided. All doors

shall be factory prepped for receiving appropriate hardware and

provided with necessary reinforcement for hinges, locks, and door

closers. The edges should be interlocked with a bending radius of

1.4mm. For pair of doors integrated astragals has to be provided on

the meeting stile for both active and inactive leaf. Vision lite

wherever applicable should be provided for 6mm clear borosilicate

fire rated glass as per manufacturers recommendation with a clipon

Door and frames shall be finished Pure Polyster Powder coated and

shall have passed minimum 500 hours of salt spray test.

Rate shall include supply and installation of frame, shutter as a

complete assembly, including all hardware, smoke seals & glass with

120 Mins Fire Rated Insulated Door FD Double leaf of size 1500 x

2400mm with hardware set 1

TOTAL (Carried Over to Summary of Civil Works) 8322848.15 1823125.00

G 10.0 STEEL WORK

Providing and fixing pressed steel door frames conforming to IS:

4351, manufactured from commercial mild steel sheet of 1.60 mm

thickness, including hinges, jamb, lock jamb, bead and if required

angle threshold of mild steel angle of section 50x25 mm, or base ties

of 1.60 mm, pressed mild steel welded or rigidly fixed together by

mechanical means,

including M.S. pressed butt hinges 2.5 mm thick with mortar guards,

lock strike-plate and shock absorbers as specified and applying a coat

of approved steel primer after pre-treatment of the surface as

directed by Engineer-in-charge:

Profile B,Fixing with adjustable lugs with split end tail to each jamb

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

2 10.18 bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by Each 165.00 218.58 36066.48

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.

Steel work welded in built up sections/ framed work including

3 10.25 cutting, hoisting, fixing in position and applying a priming coat of

approved steel primer using structural steel etc. as required

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

chequered plate wherever required, all complete.

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

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.

Providing and fixing stainless steel ( Grade 304) railing made of

Hollow tubes, channels, plates etc., including welding, grinding,

buffing, polishing and making curvature (wherever required) and

fitting the same with necessary stainless steel nuts and bolts

complete, i/c fixing the railing with necessary accessories & stainless

5 10.28 steel dash fasteners , stainless steel bolts etc., of required size, on the KG 6267.24 722.62 4528808.04

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

per approval of Engineer-in-charge, (for payment purpose only

weight of stainless steel members shall be considered excluding fixing

accessories such as nuts, bolts, fasteners etc.)

Providing Toughened glass 12 mm thickness fixed to stainless steel (

item No. Grade 304) railing made of Hollow tubes and fixing accessories such

(8778) as nuts, bolts, fasteners etc.(Excluding Stainless steel railing )

TOTAL (Carried Over to Summary of Civil Works) 5336328.60 0.00

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.12.31

BOQ- MAIN BUILDING (OFFICE G+2)

Sl. DSR-2021 DSR-2021

DSR-2021 DESCRIPTION UNIT QTY. NDSR RATE NDSR Amount

No. RATE Amount

H 11.0 FLOORING WORK

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

stone aggregate) finished with a floating coat of neat cement

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

i 11.3.1 40mm thick with 20mm nominal size stone aggregate. Sqm 109.80 643.24 70625.30

Chequerred precast cement concrete tiles 22 mm thick in footpath &

courtyard, jointed with neat cement slurry mixed with pigment to

match the shade of tiles,including rubbing and cleaning etc.

complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4

coarse sand). Light shade pigment using white cement.

3 11.24 Extra for pre finished nosing to treads of steps of marble stone. rmt 156.19 700.25 109370.30

Extra for marble stone flooring in treads of steps and risers using

single length up to 2.00 metre.

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,

5 11.37 Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 sqm 227.91 1104.25 251666.95

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

kg/sqm including pointing the joints with white cement and matching

pigment etc., complete.

Providing & Laying vitrified floor tiles in different sizes ( thickness to

be specified by the manufacturer) with water absorption's less than

0.08% and confirming to IS : 15622 of approved make in all colours

and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4

coarse sand) including grouting the joints with white cement and

matching pigments etc, complete.

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

specified by manufacturer), with water absorption less than 0.08 %

and conforming to I.S. 15622, of approved make, in all colours &

7 11.46 shade, in skirting, riser of steps, over 12 mm thick bed of cement

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

slurry @ 3.3 kg/ sqm including grouting the joint with white cement

& matching pigments etc. complete.

Grouting the joints of flooring tiles having joints of 3 mm width, using

epoxy grout mix of 0.70 kg of organic coated filler of desired shade

8 11.48 (0.10 kg of hardener and 0.20 kg of resin per kg), including filling /

grouting and finishing complete as per direction of Engineer-in-

Providing and laying Polished Granite stone flooring in required

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

building all complete as per the architectural drawings with 18 mm

thick stone slab over 20 mm (average) thick base of cement mortar

1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry

and pointing with white cement slurry admixed with pigment of

matching shade including rubbing, curing and polishing etc. all

complete as specified and as directed by the Engineer-in-Charge.

Polished Granite stone slab colour of Black, Cherry/Ruby Red or

Providing and laying Unbacked flexible P.V.C /marblex flooring/

skirting with P.V.C sheets/ Marblex tiles as specified below of

approved make and shade including preparing the surface, cleaning

as required and applying adhesive - as recommended by the P.V.C /

Marblex tile manufacturers, laying, aligning, cutting in required size

and pattern, trimming of tiles, removing the adhesive stains on the

surface including cleaning the surface with soap solution (2 table

spoons of soap powder for 5 ltrs of water) using a cloth or mop or

and wiping the dried surface with soft dry cloth etc; complete all as

per specifications.

In PVC flooring/ skirting/ dadoing: With 2mm thick Unbacked flexible

i i fully homogeneous PVC sheets in rolls of approved make and quality sqm 114.54 2215.65 253784.15

or equivalent make conforming to IS: 3462-1986.

TOTAL (Carried Over to Summary of Civil Works) 16024296.75 253784.15

I 12.0 ROOFING

Providing and laying gola 75x75mm in cement concrete M15 grade

1 12.21 including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as rmt. 537.66 307.10 165117.77

per standard design in 75x75 mm deep chase.

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.12.31

BOQ- MAIN BUILDING (OFFICE G+2)

Sl. DSR-2021 DSR-2021

DSR-2021 DESCRIPTION UNIT QTY. NDSR RATE NDSR Amount

No. RATE Amount

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

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

aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400

micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse

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

finishing the outlet complete.

Providing and fixing on wall face unplasticised Rigid PVC RAIN WATER

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

3 12.41 conforming to IS : 5382 leaving 10 mm gap for thermal expansion.(i)

Single socketed pipes.

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

accessories for unplasticised Rigid PVC rain water pipes conforming

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

5382 leaving 10 mm gap for thermal expansion.

a) 12.42.1 Coupler

c) 12.42.6 Shoe (Plain)

Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x

20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70

and initial emittance > 0.75 on waterproof and sloped surface of

terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1

5 12.55 cement : 4 coarse sand) and grouting the joints with mix of white Sqm 1957.08 1705.36 3337537.55

cement & marble powder in ratio of 1:1, including rubbing and

polishing of the surface upto 3 cuts complete, including providing

skirting upto 150 mm height along the parapet walls in the same

Providing and fixing false ceiling at all height including providing and

fixing of frame work made of special sections, power pressed from

M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both

side inclusive) as per IS : 277 and consisting of angle cleats of size 25

mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200

mm centre to centre, one flange fixed to the ceiling with dash

fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange

of cleat fixed to the angle hangers of 25x10x0.50 mm of required

length with nuts & bolts of required size and other end of angle

hanger fixed with intermediate G.I. channels 45x15x0.9 mm running

6 12.45 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

including fixing of gypsum board to ceiling section and perimeter

channel with the help of dry wall screws of size 3.5 x 25 mm edges of

the board with recommended jointing compound , jointing tapes ,

finishing with jointing compound in 3 layers covering upto 150 mm on

both sides of joint and two coats of primer suitable for board, all as

per manufacturer's specification and also including the cost of

making openings for light fittings, grills, diffusers, cutouts made with

frame of perimeter channels suitably fixed, all complete as per

drawings, specification and direction of the Engineer in Charge but

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

and finishing to a flush finish of tapered and square

i 12.45.3 12.5 mm thick tapered edge gypsum moisture resistant board. sqm 1152.92 1534.93 1769654.09

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.12.31

BOQ- MAIN BUILDING (OFFICE G+2)

Sl. DSR-2021 DSR-2021

DSR-2021 DESCRIPTION UNIT QTY. NDSR RATE NDSR Amount

No. RATE Amount

Providing and fixing tiled false ceiling of specified materials of size

595x595 mm in true horizontal level, suspended on inter locking

metal grid of hot dipped galvanized steel sections ( galvanized @ 120

grams/ sqm, both side inclusive) consisting of main "T" runner with

suitably spaced joints to get required length and of size 24x38 mm

made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm

center to center and cross "T" of size 24x25 mm made of 0.30 mm

thick (minimum) sheet, 1200 mm long spaced between main "T" at

600 mm center to center to form a grid of 1200x600 mm and

secondary cross "T" of length 600 mm and size 24x25 mm made of

0.30 mm thick (minimum) sheet to be interlocked at middle of the

1200x600 mm panel to form grids of 600x600 mm and wall angle of

size 24x24x0.3 mm and laying false ceiling tiles of approved texture in

the grid including, required cutting/making, opening for services like

diffusers, grills, light fittings, fixtures, smoke detectors etc. Main "T"

runners to be suspended from ceiling using GI slotted cleats of size 27

x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long

dash fasteners, 4 mm GI adjustable rods with galvanised butterfly

level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to

center along main T, bottom exposed width of 24 mm of all T-

sections shall be pre-painted with polyester paint, all complete for all

heights as per specifications, drawings and as directed by Engineer-in-

GI Metal Ceiling Lay in plain Tegular edge Global white color tiles of

size 595x595 mm, and 0.5 mm thick with 8 mm drop; made of G I

i 12.52.1 sheet having galvanizing of 100 gms/sqm (both sides inclusive) and Sqm 203.70 1878.62 382667.38

electro statically polyester powder coated of thickness 60 microns

(minimum), including factory painted after bending.

Providing and fixing mineral fibre false ceiling tiles at all heights of

size 595X595mm of approved texture, design and pattern. The tiles

should have Humidity Resistance (RH) of 99%, Light Reflectance >

85%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Fire Performance

as per (BS 476 pt - 6 &7)in true horizontal level suspended on

interlocking T-Grid of hot dipped all round galvanized iron section of

0.33 mm thick (galvanized @120 gsm) comprising of main T runners

of 15x32 mm of length 3000 mm, cross T of size 15x32mm of length

1200 mm and secondary intermediate cross T of size 15x32 mm of

length 600 mm to form grid module of size 600x600 mm suspended

from ceiling using galvanized mild steel item (galvanised@80gsm) 50

8 26.27 mm long 8mm outer diameter M-6 dash fasteners, 6 mm diameter

fully threaded hanger rod up to 1000 mm length and L-shape level

adjuster of size 85x25x2 mm, spaced at 1200 mm centre to centre

along main ‘T’. The system should rest on periphery walls /partitions

with the help of GI perimeter wall angle of size24x24X3000 mm

made of 0.40 mm thick sheet, to be fixed to the wall with help of

plastic rawl plug at 450 mm centre to centre & 40 mm long dry wall

S.S. screws. The exposed bottom portion of all T-sections used in

false ceiling support system shall be pre-painted with polyester

baked paint, for all heights. The work shall be carried out as per

specifications, drawings and as per directions of the engineer-

With 16 mm thick beveled tegular mineral fibre false ceiling tile (NRC

TOTAL (Carried Over to Summary of Civil Works) 14178659.94 0.00

J 13.0 FINISHING WORK

1 13.4 12 mm cement plaster of mix :

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

2 13.11 plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm Sqm 1798.32 522.56 939733.48

thick cement plaster 1:6 (1 cement : 6 fine sand).

Add or deduct for plaster drip course/ groove in or moulding to R.C.C.

projections.plastered surface

4 13.16 6 mm cement plaster of mix :

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

5 13.21 plaster work in proportion recommended by the manufacturers. 50KG Cement 1074.84 71.46 76813.41

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

ground level for every additional height of 3 m or part hereof.

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.12.31

BOQ- MAIN BUILDING (OFFICE G+2)

Sl. DSR-2021 DSR-2021

DSR-2021 DESCRIPTION UNIT QTY. NDSR RATE NDSR Amount

No. RATE Amount

Wall painting with premium acrylic emulsion paint of interior grade,

having VOC (Volatile Organic Compound ) content less than 50

7 13.83.2 grams/ litre of approved brand and manufacture, including applying Sqm 10722.66 143.46 1538283.53

additional coats wherever required to achieve even shade and

colour. Two coats.

Applying priming coats with primer of approved brand and

manufacture, having low VOC (Volatile Organic Compound ) content.

With water thinnable cement primer on wall surface having VOC

content less than 50 grams/litre

9 13.45 Finishing walls with textured exterior paint of required shade :

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

i 13.45.1 including priming coat of exterior primer applied @ 2.20kg/10 sqm Sqm 1798.32 289.16 520010.62

Finishing walls with Acrylic Smooth exterior paint of required shade :

New work (Two or more coat applied @ 1.67 ltr/10 sqm over and

i 13.46.1 including priming coat of exterior primer applied @ 2.20 kg/10 sqm) Sqm 50.00 196.93 9846.34

Painting with synthetic enamel paint of approved brand and

manufacture to give an even shade :

i 13.61.1 Two or more coats on new work Sqm 141.60 155.15 21968.61

Providing and applying white cement based putty of average

thickness 1 mm, of approved brand and manufacturer, over the

plastered wall surface to prepare the surface even and smooth

Finishing with Epoxy paint (two or more coats) at all locations

prepared and applied as per manufacturer's specifications including

appropriate priming coat, preparation of surface, etc. complete. On

Providing and fixing GI hexagonal chicken wire mesh of size 12mm

x22g at the junction of disimilar surfaces of brick masonry wall and R

14 MR-11 C C column by beams and the like including necessary nails for fixing Sqm 179.83 169.00 30391.63

etc, complete all as per specification and direction of Engineer -in -

charge for all floor at all heights.

Brick Tile Cladding

Providing and fixing of extruded Terracotta tiles have negetive

dovetail grooves, are silicon dipped for better bondage with the

15 MR-12 plaster. Dimension 9"X 3"X 14mm (230mm x 75mm x 14mm), Sqm 2306.82 1988.00 4585958.66

Comprehensive Strength: > 118 kg/cm², Water Absorption : 5.68%,

Efflorescence : nil.

TOTAL (Carried Over to Summary of Civil Works) 9230611.03 4616350.29

K 21.0 ALUMINIUM WORK

Providing and fixing glazing in aluminium door, window, ventilator

shutters and partitions etc. with EPDM rubber / neoprene gasket etc.

1 21.3 complete as per the architectural drawings and the directions of

engineer-in-charge . (Cost of aluminium snap beading shall be paid in

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

Filling the gap in between aluminium frame and adjacent

RCC/Brickwork/ Stone Work by providing weather silicon sealant

over backer rod of approved quality as per architectural drawings

and direction of Engineer-in-charge

i 21.8.1 Upto 5mm depth and 5mm width metre 1800.80 100.62 181191.85

Providing and fixing anodised aluminium grill (anodised transparent

or dyed to required shade according to IS: 1868 with minimum

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

approved standard section and fixed to the existing window frame

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

3 21.17 including cutting the grill to proper opening size for fixing and kg 1539.72 661.95 1019218.43

operation of handles and fixing approved anodised aluminium

standard section around the opening, all complete as per

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

to be measured for payment).

Providing and fixing 12 mm thick frameless toughened glass door

shutter of approved brand and manufacture, including providing and

(Derived) fixing top & bottom pivot & double acting hydraulic floor spring type

21.18 fixing arrangement and making necessary holes etc. for fixing

required door fittings, all complete as per direction of Engineer-in-

charge (Door handle, lock and stopper etc.to be paid separately).

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.12.31

BOQ- MAIN BUILDING (OFFICE G+2)

Sl. DSR-2021 DSR-2021

DSR-2021 DESCRIPTION UNIT QTY. NDSR RATE NDSR Amount

No. RATE Amount

Providing and fixing Stainless steel 304 Grade H- type pull handle of

size min 32 mm dia and 1200mm long of approved make including

SS screws, including making holes of required size in shutter etc.

complete as per direction of Engineer-in-Charge.

Providing and fixing SS Bottom patch Lock with cylinder of approved

make including necessary screws etc. all complete.

Providing and fixing SS floor mounted half dome door stopper of dia

45mm including necessary screws etc. all complete.

FRAMELESS GLASS PARTITION

Providing and fixing in position 12 mm thk Toughened Clear Glass in

partition panels by using various glass fittings of approved make to be

fixed with necessary fittings on the ceiling duly finished without

giving any load on the false ceiling by using necessary hardware what

ever necessary and required numbers to complete the job in all

respect. Rate including cost of door opening with approval hardware

8 MR-16 such as patch fitting lock, handle etc of approved make but without Sqm. 228.28 12000.00 2739375.00

cost of floor spring. Contractor is advised to submit working drawing

with details of approved make patch fitting, sizes of glass panels etc

and take approvals of consultants before execution of works. All

complete as per detail drawing, as specified and as directed by

Architect / Consultant / Project - In - Charge.

Providing and supplying aluminium extruded tubular and other

aluminium sections as per the architectural drawings and approved

shop drawings , the aluminium quality as per grade 6063 T5 or T6 as

per BS 1474, including super durable powder coating of 60-80

microns conforming to AAMA 2604 of required colour and shade as

9 25.1 approved by the Engineer-in-Charge. ( The item includes cost of Kg 2755.04 437.23 1204580.93

material such as cleats, sleeves, fasteners screws etc as desired.

necessary for fabrication of extruded aluminium frame work. Nothing

extra shall be paid on this account). The weight of aluminium

extruded section shall be taken for purpose of payment.

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

position semi (grid) unitized system of structural/ curtain wall glazing

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

building for all heights and all levels, including :

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

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

must passed the proof test at 1.5 times design wind pressure without

any failure), including functional design of the aluminum sections for

fixing glazing panels of various thicknesses, aluminium cleats, sleeves

and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps

etc., structural and weather silicone sealants, flashings, fire stop

(barrier)-cum-smoke seals, microwave cured EPDM gaskets for water

tightness, pressure equalization & drainage and protection against

fire hazard including:

b) Fabricating and supplying serrated M.S. hot dip galvanized /

Aluminium alloy of 6005 T5 brackets of required sizes, sections and

profiles etc. to accommodate 3 Dimensional movement for achieving

perfect verticality and fixing structural glazing system rigidly to the

RCC/ masonry/structural steel framework of building structure using

stainless steel anchor fasteners/ bolts, nylon separator to prevent

bimetallic contacts with nuts and washers etc. of stainless steel grade

316, of the required capacity and in required numbers..

c) Providing and filling, two part pump filled, structural silicone

sealant and one part weather silicone sealant compatible with the

structural silicone sealant of required bite size in a clean and

controlled factory / work shop environment , including double sided

spacer tape, setting blocks and backer rod, all of approved grade,

brand and manufacture, as per the approved sealant design, within

and all around the perimeter for holding glass

d) Providing and fixing in position flashings of solid aluminium sheet 1

mm thick and of sizes, shapes and profiles, as required as per the site

conditions, to seal the gap between the building structure and all its

interfaces with curtain glazing to make it watertight.

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.12.31

BOQ- MAIN BUILDING (OFFICE G+2)

Sl. DSR-2021 DSR-2021

DSR-2021 DESCRIPTION UNIT QTY. NDSR RATE NDSR Amount

No. RATE Amount

e) Making provision for drainage of moisture/ water that enters the

curtain glazing system to make it watertight, by incorporating

principles of pressure equalization, providing suitable gutter profiles

at bottom (if required), making necessary holes of required sizes and

of required numbers etc. complete. This item includes cost of all

inputs of designing, labour for fabricating and installation of

aluminium grid, installation of glazed units, T&P, scaffolding and

other incidental charges including wastages etc., enabling temporary

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

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

and functional design including shop drawings checked by a

structural designer, dully approved by Engineer-in-charge.

The item also includes the cost of all mock ups at site, cost of all

samples of the individual components for testing in an approved

laboratory, field tests on the assembled working structural glazing as

specified, cleaning and protection till the handing over of the building

for occupation. In the end, the Contractor shall provide a water tight

structural glazing having all the performance characteristics etc. all

complete as required, as per the Architectural drawings, as per item

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

directed by the Engineer in-Charge.

Note:- 1. The cost of providing extruded aluminium frames, shadow

boxes, extruded aluminium section capping for fixing in the grooves

of the curtain glazing and vermin proof stainless steel wire mesh shall

be paid for separately under relevant items under this subhead.

However, for the purpose of payment, only the actual area of

structural/ curtain wall glazing (including width of grooves ) on the

external face shall be measured in sqm. up to two decimal places.

Providing, assembling and supplying vision glass panels (IGUs)

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

glazed) vision panel units of size and shape as required and specified,

comprising of an outer heat strengthened (as approved) glass 6mm

thick, of approved colour and shade with reflective soft coating on

surface # 2 of approved colour and shade, an inner heat

strengthened (as approved) clear float glass 6mm thick, spacer tube

12mm wide, desiccants, including primary seal and secondary seal

(structural silicone sealant) etc. all complete for the required

performances, as per the Architectural drawings, as per the approved

shop drawings, as specified and as directed by the Engineer-in-

Charge. The IGUs shall be assembled in the factory/ workshop of the

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

glazing is included in cost of item No.1.8.16 above).

For payment, only the actual area of glass on face # 1 of the glass

panels (excluding the areas of the grooves and weather silicone

sealant) provided and fixed in position, shall be measured in sqm. (To

be fixed on extruded aluminium sections. and cost of aluminium

sections to be paid in relevant item)

(i) Coloured tinted float glass 6mm thick Heat Strengthened substrate

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

Strengthened clear Glass of approved make having properties as

i i visible Light transmittance (VLT) of 25 to 35 %, Light reflection Sqm 459.17 3986.34 1830418.91

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

coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc.

Extra for openable side / top hung vision glass panels

(IGUs/laminated glass) including providing and supplying at site all

accessories and hardware for the openable panels as specified and of

the approved make such as heavy duty stainless steel friction hinges,

min 4 -point cremone locking sets with stainless steel plates, handles,

buffers etc. including necessary stainless steel screws/ fasteners,

nuts, bolts, washers etc. all complete as per the Architectural

drawings, as per the approved shop drawings, as specified and as

directed by the Engineer in- Charge..

TOTAL (Carried Over to Summary of Civil Works) 6524486.14 2868441.00

L 22.0 WATER PROOFING

Providing and laying water proofing treatment in sunken portion of

1 22.5 WCs, bathroom etc., by applying cement slurry mixed with water

proofing cement compound consisting of applying :

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.12.31

BOQ- MAIN BUILDING (OFFICE G+2)

Sl. DSR-2021 DSR-2021

DSR-2021 DESCRIPTION UNIT QTY. NDSR RATE NDSR Amount

No. RATE Amount

(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with

water proofing cement compound @ 0.253 kg/ sqm. This layer will be

allowed to air cure for 4 hours. (b) Second layer of slurry of cement

@ 0.242 kg/sqm mixed with water proofing cement compound @

0.126 kg/sqm. This layer will be allowed to air cure for 4 hours SQM 198.09 609.72 120777.38

followed with water curing for 48 hours. The rate includes

preparation of surface, treatment and sealing of all joints, corners,

junctions of pipes and masonry with polymer mixed slurry.

Supplying and Stacking Filling sunken floor with over burnt jhama

2 16.3.4 brick aggregate 120mm to 40mm including compacting of materials Cum 52.82 1149.87 60741.43

complete as specified and directed for all levels.

Providing & laying integral cement based water proofing treatment

including preparation of surface as required for treatment of roofs,

balconies, terraces etc consisting of following operations: a) Applying

a slurry coat of neat cement using 2.75kg/sqm of cement admixed

with water proofing compound confirming to IS. 2645 and approved

by Engineer-in-charge over the RCC slab including adjoining walls

upto 300mm height including cleaning the surface before treatment.

3 22.7 b) Laying brick bats with mortar using broken bricks/brick bats 25mm

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

sand ) admixed with water proofing compound confirming to IS :

2645 and approved by Engineer-in-charge over 20 mm thick layer of

cement of 1:5 ( 1 cement : 5 coarse sand ) admixed with water

proofing compound confirming to IS : 2645 and approved by Engineer-

in-charge to required slope and treating similarly the

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.12.31

BOQ- MAIN BUILDING (OFFICE G+2)

Sl. DSR-2021 DSR-2021

DSR-2021 DESCRIPTION UNIT QTY. NDSR RATE NDSR Amount

No. RATE Amount

adjoining walls upto 300mm height including rounding of junctions of

walls and slabs. c) After two days of proper curing applying a second

coat of cement slurry using 2.75kg/sqm of cement admixed with

water proofing compound confirming to IS : 2645 and approved by

Engineer-in-charge. d) Finishing the surface with 20 mm thick

jointless cement mortar 1:4 (1 cement : 4 coarse sand ) admixed with

water proofing compound confirming to IS : 2645 and approved by

Engineer-in-charge including laying glass fibre cloth of approved

quality in top layer and finally finishing the surface with trowel with

neat cement slurry and making pattern of 300x300 mm square 3mm

deep. e) The whole terrace so finished shall be flooded with water for

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

above operations to be done in order and as directed and specified

by the Engineer-in-charge:

With average thickness of 120mm and minimum thickness at khurra

Providing and applying integral crystalline slurry of hydrophilic in

nature for waterproofing treatment to the RCC structures like

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

reservior, sewage & water treatment plant, tunnels / subway and

bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts

integral crystalline slurry : 2 parts water) for vertical surfaces and 3 :

1 (3 parts integral crystalline slurry : 1 part water) for horizontal

surfaces and applying the same from negative (internal) side with the

help of synthetic fiber brush. The material shall meet the

requirements as specified in ACI-212-3R-2010 i.e by reducing

permeability of concrete by more than 90% compared with control

concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure

on negative side. The crystalline slurry shall be capable of self-healing

of cracks up to a width of 0.50mm. The work shall be carried out all

complete as per specification and the direction of the engineerin-

charge. The product performance shall carry guarantee for 10 years

against any leakage.

i 22.23.1 For vertical surface two coats @0.70 kg per sqm Sqm 102.76 479.48 49272.27

ii 22.23.2 For horizontal surface one coat @1.10 kg per sqm. Sqm 37.12 367.65 13647.24

Providing and Placing in position suitable PVC water stops

conforming to IS:12200 for construction/ expansion joints between

two RCC members and fixed to the reinforcement with binding wire

before pouring concrete etc. complete :

i 22.4.1 Serrated with central bulb (225 mm wide, 8-11 mm thick) metre 43.94 337.08 14811.43

TOTAL (Carried Over to Summary of Civil Works) 3777073.01 0.00

M MISCELLANEOUS WORK

Providing and fixing Glass Reinforced Concrete (G.R.C) Screen at all

levels & heights in approved size, pattern, design, thickness

(minimum 35mm) and color. The Screens should be made from

White Portland Cement, Quartz, Fine Silica Sand, Alkali Resistant

Glass Fiber, Super Plasticizers, Polymers and U.V resistant Synthetic

inorganic pigments should be used for pigmentation. The material

casting should take place in Synthetic Rubber / FRP Mould. The fixing

of Jali should be ‘Dry fixing’ i.e. to be done with MS/SS ‘L’ shaped

Clamps, dash fasteners and pins etc complete as per site requirment

and direction of Engineer-in-charge.

Aluminium Louver

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.12.31

BOQ- MAIN BUILDING (OFFICE G+2)

Sl. DSR-2021 DSR-2021

DSR-2021 DESCRIPTION UNIT QTY. NDSR RATE NDSR Amount

No. RATE Amount

Supplying and fixing of LUXALON® V-6 Louvers in 84R Plain Panel

manufactured by M/s. Hunter Douglas India Pvt. Ltd. of approved

colour consisting of panel 84 mm wide x 16mm deep x 0.6mm thick

with round edges panel length up to 6mtrs coil coated on a

continuous paint line double baked and roll formed from enameled

corrosion Resistance Aluminum Alloy AA3005 /AA5050 for higher

strength and good Roll forming characteristics. Panels shall be

clipped at a distance of 111mm to baked enameled Aluminium V-6

panel stringer 33mm wide and 65mm deep x 0.95 mm thick in a

standard length of 5mtrs made of double baked enameled

AluminiumAlloy AA5050 (Al.Mg.) white to hold the panel in a module

of 86mm centreto centre.Quality as per Taims standard & pro green

certification The prongs on V-6 stringers shall be to accommodate a

gap of 27 mm between two panels as per enclosed profile details. V- 6818.00 563286.80

6 stringersshall be fixed at 150 mm from panel ends and at a distance

of maximum900 mm center to center across the panel span. The

carrier shall be fixedto a suitable structure by means of rigid fixing

details. All properties and specifications shall comply with ECCA

directives and more specifically EN.

PAINT FINISH : Panel shall be finished with polyster / exterior powder

coated,in approved color on the exposed side & primer coat on the

reverse side.Panel will be pre-treated in latest Nano technology

process and electro statically powder coated with automatic corona

system and cured with gas catalytic technology.In house powder

coating certificate by the manufacturer to be submitted.

GRC WORK : Providing & fixing architectural moldings profiles and

other decorative elements made out of GRC (Glass Fibre reinforced

Cement) in required shape, size & thickness all as per manufacturers

specifications, such as all decorative articles should be made by using

high power spray machine, using AR Glass fiber with minimum ZrO2

16% including necessary scaffoldings for all heights, as per approved

drawings and reference images. GRC elements thickness shall be 12-

15 mm. fixing edges will be 4O TO 50 MM GRC Elements shall be

fixed on RCC Structure/Brick Work/ Primary Steel Structure (MS with

protective coat of Red oxide/Zinc Primer Shall be Used). Hilti make GI

Screw Fastners or equvalent, GI Thread Rods and MS cleats shall be

used for fixing of GRC elements on RCC/MS Primary fabricated

structure. Joints shall be filled with PU sealants/ base material of GRC

as and where required. The quote rate shall be inclusive of all design,

& shop drawing and sample mock of all elements approval from

Architect & consultant. The quote rate shall include all Taxes, duties,

statutory obligations and safety code compliance as per client.Rate

shall be inclusive of all required fabrication work for fixing only

primary structure shall be provided as base structure only as per

requirement. Mode and method of measurement shall be in

accordance with IS: 1200.a ) GRC Dome:as per specification work

(Elevation area- At any height)

DOME 1-as per above specification work including all type Design

Elements as per 3D view. (Terrace area)

4 MR-20 CORE CUTTING

Drilling with core cutting machine in Post RCC beams, slabs, floors

etc. if not mentioned in the drawing but required by Project Manager

for laying pipes and rendering the same in RCC 1:2:4, finishing the

same to the satisfaction of the Project Manager, including nominal

reinforcement wherever required, complete. The quoted rate shall

also include for providing EPOXY based water proofing compound for

sealing the joints around the pipes. (Maximum thickness of RCC

members shall be 300mm for slab & wall , 600 mm for beam).

Supplying and fixing chemical rebaq fastening with Hilti-HY - 150 and

5 MR-21 complete as per manufacturer specification.

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.12.31

BOQ- MAIN BUILDING (OFFICE G+2)

Sl. DSR-2021 DSR-2021

DSR-2021 DESCRIPTION UNIT QTY. NDSR RATE NDSR Amount

No. RATE Amount

iii 16mm dia bar Nos. 10.00 313.95 3139.5

6 MR SITC of Ecotone Systems Micro Perforated (Perfoaudile™) 16mm thickSqm

Wooden Acoustic Wall Panels

180.44of size 600 x 2420mm, perforation diameter

will be 0.6-0.8mm

at a distance of 02 mm c/c

TOTAL (Carried Over to Summary of Civil Works) 0.00 2859353.59

ALL SUB-HEAD TOTAL 198697784.49 12421054.03

GRAND TOTAL 211118838.52

GRAND TOTAL 211118838.52

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.12.31

PROJECT: PROPOSED CONSTRUCTION OF CBSE, REGIONAL OFFICE BUILDING AT DIGHA, PATNA, BIHAR

BUILDING NAME : GUARD ROOM & TOILET (G)

ABSTRACT OF COST - CIVIL WORKS

DSR-2021 DESCRIPTION DSR-2021 AMOUNT NON DSR AMOUNT

A 2.0 EARTH WORKS 53,857.10 -

B 4.0 CONCRETE WORKS 38,669.57 -

C 5.0 REINFORCED CEMENT CONCRETE WORK 293,097.65 -

D 6.0 BRICK WORK 100,787.50 -

E 8.0 MARBLE & GRANITE WORK 26,195.91 -

F 9.0 WOOD & PVC WORK 23,641.86 -

G 10.0 STEEL WORK 55,865.89 -

K 21.0 ALUMINIUM WORK 79,348.83 -

L 22.0 WATER PROOFING 27,447.54 -

TOTAL FOR 01 GUARD ROOM 857,553.67 1,317.54

TOTAL FOR 03 GUARD ROOM 2,572,661.01 3,952.62

GRAND TOTAL 2,576,613.63

GRAND TOTAL 2,576,613.63

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.12.31

BOQ- GUARD ROOM

PROJECT: PROPOSED CONSTRUCTION OF CBSE, REGIONAL OFFICE BUILDING AT DIGHA, PATNA, BIHAR

GUARD ROOM & TOILET (G) , BOQ - CIVIL WORKS

Sl. DSR-2021 DSR-2021

DSR-2021 DESCRIPTION UNIT QTY. NDSR RATE NDSR Amount

No. RATE Amount

A 2.0 EARTH WORKS

Earth work in excavation by mechanical means (Hydraulic

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

1 2.6 m in width as well as 10 sqm on plan) including getting out and

disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as

directed by Engineer-in-charge.

i 2.6.1 All kinds of soils Cum 27.60 242.49 6692.59

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

banking excavated or stacked materials.

i 2.26.1 All kinds of soil Cum 3.60 123.34 444.01

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

excavation for sockets, and dressing of sides, ramming of bottoms,

depth upto 1.5m including getting out the excavated soil, and then

returning the soil as required, in layers not exc

a 2.10.1 All kinds of soil.

Pipes, cables, etc. exceeding 80mm dia but not exceeding 300mm

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.

Disposal of excavated excess earth away from the site including

conveyance of materials up to an average lead of 5KM away from the

site, and correspondiong required lift, loading, unloading etc

5 1.1.2 complete as directed by the Engineer-in-charge. (The quantity is net

quantity of capacity of truck after deduction of 20% for

looseness)(considering the maximum disposal location at 5 KM

By mechanical transport including loading, unloading and stacking.

(Lead upto 5KM away from the site)

Supplying and filling in plinth with sand under floors, including

watering, ramming, consolidating and dressing complete.

Surface dressing of the ground including removing vegetation and

7 2.28 inequalities not exceeding 15 cm deep and disposal of rubbish, lead

up to 50 m and lift up to 1.5 m.

i 2.28.1 All kinds of soil Sqm 19.43 33.22 645.38

Dry brick on edge flooring in required pattern with bricks of class

designation 7.5 on a bed of 12 mm mud mortar, including filling joints

with Jamuna sand, with common burnt clay non modular bricks.

Supplying chemical emulsion in sealed containers including delivery

i 2.34.1 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% Litre 10.97 237.11 2600.88

10 Anti termite treatment

Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL

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

Along external wall where the apron is not provided using chemical

emulsion @ 7.5 litres / sqm of the vertical surface of the substructure

i 2.35.1.1 to a depth of 300mm including excavation channel along the wall & Metre 18.10 38.12 690.02

rodding etc. complete: With Chlorpyriphos/ Lindane E.C. 20% with

1% concentration

Treatment of soil under existing floors using chemical emulsion @

one litre per hole, 300 mm apart including drilling 12 mm diameter

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

sand) to match the existing floor:

i 2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration Sqm 14.39 302.32 4350.45

TOTAL (Carried Over to Summary of Civil Works) 53857.10 0.00

B 4.0 CONCRETE WORKS

Providing and laying in position cement concrete of specified grade

1 4.1 excluding the cost of centering and shuttering - All work up to plinth

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

a 4.1.6 sources : 6 graded stone aggregate 40 mm nominal size derived from Cum 0.50 7872.65 3936.32

natural sources)

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

b 4.1.8 sources : 8 graded stone aggregate 40 mm nominal size derived from Cum 2.22 7466.40 16597.81

natural sources)

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.12.31

BOQ- GUARD ROOM

Sl. DSR-2021 DSR-2021

DSR-2021 DESCRIPTION UNIT QTY. NDSR RATE NDSR Amount

No. RATE Amount

Providing and laying cement concrete in retaining walls, return walls,

walls (any thickness) including attached pilasters, columns, piers,

abutments, pillars, posts, struts, buttresses, string or lacing courses,

parapets, coping, bed blocks, anchor blocks, plain window sills, fillets,

sunken floor etc., up to floor five level, excluding the cost of

centering, shuttering and finishing:

1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural

i 4.2.2 sources : 3 graded stone aggregate 20 mm nominal size derived from Cum 0.45 11559.20 5188.64

natural sources).

1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural

ii 4.2.5 sources : 6 graded stone aggregate 20 mm nominal size derived from Cum 0.03 10437.60 273.99

natural sources)

Centering and shuttering including strutting, propping etc. and

removal of form work for :

i 4.3.1 Foundations, footings, bases for columns. Sqm 6.00 363.46 2180.77

Providing and laying damp-proof course 50mm thick with cement

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

natural sources : 4 graded stone aggregate 20mm nominal size

derived from natural sources).

Extra for providing and mixing water proofing material in cement

4 4.12 concrete work in doses by weight of cement as per manufacturer's 1.00 67.45 67.45

Providing & applying a coat of residual petroleum bitumen of grade

of VG-10 of approved quality using 1.7kg 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.

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

cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm

nominal size) over 75mm thick bed of dry brick ballast 40 mm

nominal size, well rammed and consolidated and grouted with fine

sand, including necessary excavation, levelling & dressing & finishing

the top smooth.

TOTAL (Carried Over to Summary of Civil Works) 38669.57 0.00

C 5.0 REINFORCED CEMENT CONCRETE WORK

Centering and shuttering including strutting, propping etc. and

removal of form for :

a 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. Sqm 2.88 363.46 1046.77

Walls (any thickness) including attached pilasters, butteresses, plinth

and string courses etc.

c 5.9.3 Suspended floors, roofs, landings, balconies and access platform. Sqm 14.75 904.73 13344.78

d 5.9.4 Shelves (Cast in situ) Sqm 2.49 904.73 2252.78

e 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm 37.49 718.01 26920.15

f 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. Sqm 21.12 949.23 20047.66

g 5.9.7 Stairs, (excluding landings) except spiral-staircases. Sqm 0.00 776.32 0.00

h 5.9.9 Arches, domes, vaults up to 6 m span Sqm 5.00 2155.46 10777.28

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

i 5.9.15 window sills, string courses, bands, copings, bed plates, anchor blocks Sqm 0.39 363.46 141.27

j 5.9.16 Edges of slabs and breaks in floors and walls

k 5.9.19 Weather shade, Chajjas, corbels etc., including edges. Sqm 1.22 961.86 1168.65

Extra for additional height in centering, shuttering where ever

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

l 5.11 shuttering and decentering at all levels, over a height of 3.5 m, for

every additional height of 1 metre or part thereof (Plan area to be

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

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

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

i 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 393.23 105.81 41607.36

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

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

i 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 555.38 105.81 58765.05

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.12.31

BOQ- GUARD ROOM

Sl. DSR-2021 DSR-2021

DSR-2021 DESCRIPTION UNIT QTY. NDSR RATE NDSR Amount

No. RATE Amount

Providing and laying in position ready mixed or site batched design

mix cement concrete for reinforced cement concrete work; using

coarse aggregate and fine aggregate derived from natural sources,

Portland Pozzolana / Ordinary Portland /Portland Slag cement,

admixtures in recommended 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.

a) 5.33.1 All works upto plinth level.

Concrete of M25 grade with minimum cement content of 330 kg

Concrete of M30 grade with minimum cement content of 350 kg

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

Concrete of M25 grade with minimum cement content of 330 kg

Concrete of M30 grade with minimum cement content of 350 kg

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

the specified cement content therein.

Extra for R.C.C./ B.M.C/ R.M.C. work above floor V level for each four

floors or part thereof.

TOTAL (Carried Over to Summary of Civil Works) 293097.65 0.00

D 6.0 BRICK WORK

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

class designation 7.5 in foundation and plinth in:

i 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 0.47 7858.49 3673.84

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

at every third course of half brick masonry.

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

3 6.34 class designation 10 average compressive strength in super structure

above plinth level up to floor V level in :

i 6.34.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 10.30 9060.05 93342.61

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

common burnt clay F.P.S. (non modular) bricks of class designation

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

Half brick masonry with non modular fly ash bricks of class

5 6.45 designation 10, conformingio IS :12894, in super structure above

plinth and upto floor V level.

i 6.45.2 Cement mortar 1:4 (1 cement : 4 coarse sand) Sqm 2.25 1144.44 2574.99

TOTAL (Carried Over to Summary of Civil Works) 100787.50 0.00

E 8.0 MARBLE & GRANITE WORK

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

prepolished) machine cut for kitchen platforms, vanity counters,

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

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

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

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

curing, moulding and polishing to edge to give high gloss finish etc.

complete at all levels.

Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black

i 8.2.1.1 Area of slab upto 0.50 sqm Sqm 0.53 3430.38 1800.95

ii 8.2.1.2 Area of slab over 0.50 sqm Sqm 2.49 3115.25 7756.96

Extra for fixing marble / granite stone over and above corresponding

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

baesd adhesive including cleaning etc. complete.

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.12.31

BOQ- GUARD ROOM

Sl. DSR-2021 DSR-2021

DSR-2021 DESCRIPTION UNIT QTY. NDSR RATE NDSR Amount

No. RATE Amount

Providing and fixing Ist quality ceramic glazed wall tiles conforming to

IS: 15622 (thickness to be specified by the manufacturer), of

approved make, in all colours, shades except burgundy, bottle green,

black of any size as approved by Engineer-in-Charge, in skirting, risers

of steps and dados, 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.

TOTAL (Carried Over to Summary of Civil Works) 26195.91 0.00

F 9.0 WOOD & PVC WORK

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

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

1 9.21 with frame of 1st class hard wood and well matched commercial 3

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

both faces of shutters:

35 mm thick including ISI marked Stainless Steel butt hinges with

necessary screws

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

2 9.23 minimum depth on all edges of flush door shutters (over all area of Sqm 3.47 473.76 1641.57

door shutter to be measured).

Providing and fixing wooden moulded beading to door and window

frames with iron screws, plugs and priming coat on unexposed

surface etc. complete :2nd class teak wood.50x12 mm.

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

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

4 9.53 embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 Each 8.00 229.38 1835.07

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

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 :

Providing and fixing aluminium tower bolts, ISI marked, anodised

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

transparent or dyed to required colour or shade, with necessary

screws etc. complete :

Providing and fixing aluminium handles, 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.

Providing & Fixing decorative high pressure laminated sheet of plain /

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

8 9.127 surface layer and reverse side of adhesive bonding quality

conforming to IS : 2046 Type S, including cost of adhesive of

approved quality.

TOTAL (Carried Over to Summary of Civil Works) 23641.86 0.00

G 10.0 STEEL WORK

Providing and fixing pressed steel door frames conforming to IS:

4351, manufactured from commercial mild steel sheet of 1.60 mm

thickness, including hinges, jamb, lock jamb, bead and if required

angle threshold of mild steel angle of section 50x25 mm, or base ties

of 1.60 mm, pressed mild steel welded or rigidly fixed together by

mechanical means,

including M.S. pressed butt hinges 2.5 mm thick with mortar guards,

lock strike-plate and shock absorbers as specified and applying a coat

of approved steel primer after pre-treatment of the surface as

directed by Engineer-in-charge:

Profile B,Fixing with adjustable lugs with split end tail to each jamb

Steel work welded in built up sections/ framed work including

2 10.25 cutting, hoisting, fixing in position and applying a priming coat of

approved steel primer using structural steel etc. as required

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

chequered plate wherever required, all complete.

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

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.12.31

BOQ- GUARD ROOM

Sl. DSR-2021 DSR-2021

DSR-2021 DESCRIPTION UNIT QTY. NDSR RATE NDSR Amount

No. RATE Amount

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

3 10.18 bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by Each 1.00 218.58 218.58

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.

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.

Providing and fixing stainless steel ( Grade 304) railing made of

Hollow tubes, channels, plates etc., including welding, grinding,

buffing, polishing and making curvature (wherever required) and

fitting the same with necessary stainless steel nuts and bolts

complete, i/c fixing the railing with necessary accessories & stainless

5 10.28 steel dash fasteners , stainless steel bolts etc., of required size, on the KG 43.20 722.62 31217.01

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

per approval of Engineer-in-charge, (for payment purpose only

weight of stainless steel members shall be considered excluding fixing

accessories such as nuts, bolts, fasteners etc.)

TOTAL (Carried Over to Summary of Civil Works) 55865.89 0.00

H 11.0 FLOORING WORK

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

stone aggregate) finished with a floating coat of neat cement

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

i 11.3.1 40mm thick with 20mm nominal size stone aggregate. Sqm 5.00 643.24 3216.22

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

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

2 11.26 shade of the slab including rubbing and polishing complete with base

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

Kota stone slabs 25 mm thick in risers of steps, skirting, dado and

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

3 11.27 coarse sand) and jointed with grey cement slurry mixed with pigment sqm 0.30 2406.03 715.79

to match the shade of the slabs, including rubbing and polishing

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

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

single length up to 1.05 metre.

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,

6 11.37 Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 sqm 2.61 1104.25 2877.96

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

kg/sqm including pointing the joints with white cement and matching

pigment etc., complete.

Providing and laying Vitrified tiles in floor in different sizes (thickness

to be specified by the manufacturer) with water absorption less than

0.08% and conforming to IS:15622, of approved brand &

manufacturer, in all colours and shade, laid on 20 mm thick cement

mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry

7 11.41A @3.3 kg/sqm including grouting the joints with white cement and

matching pigments etc. The tiles must be cut with the zero chipping

diamond cutter only . Laying of tiles will be done with the notch

trowel, plier, wedge, clips of required thickness, leveling system and

rubber mallet for placing the tiles gently and easily.

a) 11.41A.3 Glazed Vitrified tiles Matt/Antiskid finish of size

TOTAL (Carried Over to Summary of Civil Works) 31738.76 0.00

I 12.0 ROOFING

Providing and laying gola 75x75mm in cement concrete M15 grade

1 12.21 including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as rmt. 16.18 307.10 4968.95

per standard design in 75x75 mm deep chase.

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.12.31

BOQ- GUARD ROOM

Sl. DSR-2021 DSR-2021

DSR-2021 DESCRIPTION UNIT QTY. NDSR RATE NDSR Amount

No. RATE Amount

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

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

aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400

micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse

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

finishing the outlet complete.

Providing and fixing on wall face unplasticised Rigid PVC RAIN WATER

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

3 12.41 conforming to IS : 5382 leaving 10 mm gap for thermal expansion.(i)

Single socketed pipes.

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

accessories for unplasticised Rigid PVC rain water pipes conforming

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

5382 leaving 10 mm gap for thermal expansion.

a) 12.42.1 Coupler

c) 12.42.6 Shoe (Plain)

Providing and laying brick tiles over mumty roofs, grouted with

cement mortar 1:3 (1 cement : 3 fine 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: With

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

designation 10.

TOTAL (Carried Over to Summary of Civil Works) 16915.14 0.00

J 13.0 FINISHING WORK

1 13.4 12 mm cement plaster of mix :

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

2 13.11 plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm Sqm 77.96 522.56 40739.41

thick cement plaster 1:6 (1 cement : 6 fine sand).

Add or deduct for plaster drip course/ groove in or moulding to R.C.C.

projections.plastered surface

4 13.16 6 mm cement plaster of mix :

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

5 13.21 plaster work in proportion recommended by the manufacturers. 50KG Cement 17.87 71.46 1277.27

Wall painting with premium acrylic emulsion paint of interior grade,

having VOC (Volatile Organic Compound ) content less than 50

6 13.83.2 grams/ litre of approved brand and manufacture, including applying Sqm 50.32 143.46 7219.49

additional coats wherever required to achieve even shade and

colour. Two coats.

Applying priming coats with primer of approved brand and

manufacture, having low VOC (Volatile Organic Compound ) content.

With water thinnable cement primer on wall surface having VOC

content less than 50 grams/litre

Finishing walls with Acrylic Smooth exterior paint of required shade :

New work (Two or more coat applied @ 1.67 ltr/10 sqm over and

i 13.46.1 including priming coat of exterior primer applied @ 2.20 kg/10 sqm) Sqm 77.96 196.93 15352.62

Providing and applying white cement based putty of average

thickness 1 mm, of approved brand and manufacturer, over the

plastered wall surface to prepare the surface even and smooth

Finishing with Epoxy paint (two or more coats) at all locations

prepared and applied as per manufacturer's specifications including

appropriate priming coat, preparation of surface, etc. complete. On

Painting with synthetic enamel paint of approved brand and

manufacture to give an even shade :

i 13.61.1 Two or more coats on new work Sqm 2.51 155.15 389.80

Providing and fixing GI hexagonal chicken wire mesh of size 12mm

x22g at the junction of disimilar surfaces of brick masonry wall and R

12 MR-14 C C column by beams and the like including necessary nails for fixing Sqm 7.80 169.00 1317.54

etc, complete all as per specification and direction of Engineer -in -

charge for all floor at all heights.

TOTAL (Carried Over to Summary of Civil Works) 109987.92 1317.54

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.12.31

BOQ- GUARD ROOM

Sl. DSR-2021 DSR-2021

DSR-2021 DESCRIPTION UNIT QTY. NDSR RATE NDSR Amount

No. RATE Amount

K 21.0 ALUMINIUM WORK

Providing and fixing aluminium work for doors, windows, ventilators

and partitions with extruded built up standard tubular

sections/appropriate Z sections and other sections of approved make

conforming to IS: 733 and IS : 1285, fixed with rawl plugs and screws

or with fixing clips, or with expansion hold fasteners including

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

1 21.1 required PVC/neoprene felt etc. Aluminium sections shall be smooth,

rust free, straight, mitred and jointed echanically wherever required

including cleat angle, Aluminium snap beading for glazing / paneling,

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

drawings and the directions of Engineer-in-charge. Glazing and

paneling to be paid for separately) :

a) 21.1.1 For fixed portion.

Powder coated aluminium (minimum thickness of powder coating 50

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)

Powder coated aluminium (minimum thickness of powder coating 50

Providing and fixing glazing in aluminium door, window, ventilator

shutters and partitions etc. with EPDM rubber / neoprene gasket etc.

2 21.3 complete as per the architectural drawings and the directions of

engineer-in-charge . (Cost of aluminium snap beading shall be paid in

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

Filling the gap in between aluminium frame and adjacent

RCC/Brickwork/ Stone Work by providing weather silicon sealant

over backer rod of approved quality as per architectural drawings

and direction of Engineer-in-charge

i 21.8.1 Upto 5mm depth and 5mm width metre 8.40 100.62 845.19

Providing and fixing anodised aluminium grill (anodised transparent

or dyed to required shade according to IS: 1868 with minimum

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

approved standard section and fixed to the existing window frame

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

4 21.17 including cutting the grill to proper opening size for fixing and kg 84.00 661.95 55603.84

operation of handles and fixing approved anodised aluminium

standard section around the opening, all complete as per

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

to be measured for payment).

TOTAL (Carried Over to Summary of Civil Works) 79348.83 0.00

L 22.0 WATER PROOFING

Providing & laying integral cement based water proofing treatment

including preparation of surface as required for treatment of roofs,

balconies, terraces etc consisting of following operations: a) Applying

a slurry coat of neat cement using 2.75kg/sqm of cement admixed

with water proofing compound confirming to IS. 2645 and approved

by Engineer-in-charge over the RCC slab including adjoining walls

upto 300mm height including cleaning the surface before treatment.

1 22.7 b) Laying brick bats with mortar using broken bricks/brick bats 25mm

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

sand ) admixed with water proofing compound confirming to IS :

2645 and approved by Engineer-in-charge over 20 mm thick layer of

cement of 1:5 ( 1 cement : 5 coarse sand ) admixed with water

proofing compound confirming to IS : 2645 and approved by Engineer-

in-charge to required slope and treating similarly the

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.12.31

BOQ- GUARD ROOM

Sl. DSR-2021 DSR-2021

DSR-2021 DESCRIPTION UNIT QTY. NDSR RATE NDSR Amount

No. RATE Amount

adjoining walls upto 300mm height including rounding of junctions of

walls and slabs. c) After two days of proper curing applying a second

coat of cement slurry using 2.75kg/sqm of cement admixed with

water proofing compound confirming to IS : 2645 and approved by

Engineer-in-charge. d) Finishing the surface with 20 mm thick

jointless cement mortar 1:4 (1 cement : 4 coarse sand ) admixed with

water proofing compound confirming to IS : 2645 and approved by

Engineer-in-charge including laying glass fibre cloth of approved

quality in top layer and finally finishing the surface with trowel with

neat cement slurry and making pattern of 300x300 mm square 3mm

deep. e) The whole terrace so finished shall be flooded with water for

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

above operations to be done in order and as directed and specified

by the Engineer-in-charge:

With average thickness of 120mm and minimum thickness at khurra

TOTAL (Carried Over to Summary of Civil Works) 27447.54 0.00

ALL SUB-HEAD TOTAL 857553.67 1317.54

GRAND TOTAL 858871.21

GRAND TOTAL 858871.21

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.12.31

PROJECT: PROPOSED CONSTRUCTION OF CBSE, REGIONAL OFFICE BUILDING AT DIGHA, PATNA, BIHAR

UGT, SUMMARY - CIVIL WORKS

Sl. No. DSR-2021 DESCRIPTION DSR AMOUNT NON DSR AMOUNT

A 2.0 EARTH WORKS 709,577.25 -

B 4.0 CONCRETE WORKS 152,609.83 -

C 5.0 REINFORCED CEMENT CONCRETE WORK 4,118,682.12 -

D 6.0 BLOCK WORK 95,038.44 -

G 13.0 FINISHING 262,066.00 -

I 22.0 WATER PROOFING 235,451.45 -

GRAND TOTAL 6,069,344.75

GRAND TOTAL 6,069,344.75

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.12.31

PROJECT: PROPOSED CONSTRUCTION OF CBSE, REGIONAL OFFICE BUILDING AT DIGHA, PATNA, BIHAR

UGT- BOQ - CIVIL WORKS

Sl. No. DSR-2021 DESCRIPTION UNIT QTY. DSR Amount NDSR RATE NDSR Amount

A 2.0 EARTH WORKS

Earth work in excavation by mechanical means (Hydraulic

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

1 2.6 1.5 m in width as well as 10 sqm on plan) including getting out

and disposal of excavated earth lead upto 50 m and lift upto 1.5

m, as directed by Engineer-in-charge.

i 2.6.1 All kinds of soil. Cum 710.23 242.49 172219.42

Earth work in excavation by mechanical means (Hydraulic

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

2 2.7 depth, 1.5 m in width as well as 10 sqm on plan) including getting

out and disposal of excavated earth lead upto 50 m and lift upto

1.5 m, as directed by Engineer-incharge.

i 2.7.1 Ordinary rock Cum 102.71 487.39 50057.35

3 2.26 Extra for every additional lift of 1.5 m or part thereof in.

a) 2.26.1 All kinds of soils

4 2.24 Extra rates for quantities of works, executed :

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

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

rate is applicable in respect of each item but limited to quantities

of work executed in these difficult conditions. The unit, namely,

metre depth, to be considered for payment, shall be the depth

measured from the sub soil water level upto the centre of gravity

of the quantity executed in difficult conditions. The depth shall

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

taken as 0.1 metre and less than 0.05 metre ignored.)

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

including excavation for sockets, and dressing of sides, ramming

5 2.10 of bottoms, depth upto 1.5m including getting out the excavated

soil, and then returning the soil as required, in layers not exc

a 2.10.1 All kinds of soil.

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

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.

Disposal of excavated excess earth/rock away from the site

including conveyance of materials up to an average lead of 5KM

away from the site, and correspondiong required lift, loading,

7 1.1.2 unloading etc complete as directed by the Engineer-in-charge.

(The quantity is net quantity of capacity of truck after deduction

of 20% for looseness)(considering the maximum disposal

location at 5 KM distance)

Earth By mechanical transport including loading, unloading and

stacking. (Lead upto 5KM away from the site)

Ordinary Rock By mechanical transport including loading,

unloading and stacking. (Lead upto 5KM away from the site)

Supplying and filling in plinth with sand under floors, including

8 2.27 watering, ramming, consolidating and dressing complete. Cum 28.77 2550.78 73373.31

TOTAL (Carried Over to Summary of Civil Works) 709577.25 0.00

B 4.0 CONCRETE WORKS

Providing and laying in position cement concrete of specified

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

up to plinth level :

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

a 4.1.8 sources : 8 graded stone aggregate 40 mm nominal size derived Cum. 19.69 7466.40 147024.67

from natural sources)

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

including cum per cost of pumping or bailing out water and

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

quantity will be calculated by multiplying the depth measured

2 4.15 from the sub-soil water level up to centre of gravity 3.75 1068.73 4007.73

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.

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.12.31

Sl. No. DSR-2021 DESCRIPTION UNIT QTY. DSR Amount NDSR RATE NDSR Amount

Centering and shuttering including strutting, propping etc. and

3 4.3.1 removal of form work for : Foundations, footings, bases for Cum 4.34 363.46 1577.43

TOTAL (Carried Over to Summary of Civil Works) 152609.83 0.00

C 5.0 REINFORCED CEMENT CONCRETE WORK

Centering and shuttering including strutting, propping etc. and

removal of form for :

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

Walls (any thickness) including attached pilasters, butteresses,

plinth and string courses etc.

Suspended floors, roofs, landings, balconies and access platform.

Lintels, beams, plinth beams, girders, bressumers and cantilevers

e 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. Sqm 54.83 949.23 52041.34

f 5.9.7 Stairs, (excluding landings) except spiral-staircases. Sq.Mt. 15.68 776.32 12168.78

g 5.9.16 Edges of slabs and breaks in floors and walls

Extra for additional height in centering, shuttering where ever

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

2 5.11 de-shuttering and decentering at all levels, over a height of 3.5

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

area to be measured).

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

to be measured)

Steel reinforcement for R.C.C. work including straightening,

3 5.22 cutting, bending, placing in position and binding all complete

upto plinth level.

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

Steel reinforcement for R.C.C. work including straightening,

4 5.22A cutting, bending, placing in position and binding all complete

above plinth level.

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

Extra for laying reinforced cement concrete in or under water

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

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

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

measured from the subsoil water level up to the centre of gravity

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

cubic metre executed under subsoil water. The depth of centre

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

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

payment shall be made for placing reinforcement or centering &

shuttering under sub - soil water conditions.

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

6 5.33.1 for all leads; but excluding the cost of centering, shuttering,

finishing and reinforcement as per direction of the engineer-in-

charge; for the following grades of concrete. Note: Extra cement

up to 10% of the minimum specified cement content in design

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

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

content, the contractor shall have discretion to either re-design

the mix or bear the cost of extra cement.

a) 5.33.1 All works upto plinth level.

Concrete of M25 grade with minimum cement content of 330 kg

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

Concrete of M25 grade with minimum cement content of 330 kg

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

above the specified cement content therein.

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.12.31

Sl. No. DSR-2021 DESCRIPTION UNIT QTY. DSR Amount NDSR RATE NDSR Amount

TOTAL (Carried Over to Summary of Civil Works) 4118682.12 0.00

D 6.0 BLOCK WORK

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

of class designation 7.5 in foundation and plinth in:

i 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 1.17 7858.49 9206.22

Brick work with non modular fly ash bricks conforming to

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

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

i 6.34.2 Cement mortar 1:6 (1 cement : 6 Coarse sand) Cu.Mt. 9.47 9060.05 85832.22

TOTAL (Carried Over to Summary of Civil Works) 95038.44 0.00

E 10.0 STEEL WORK

Steel work welded in built up sections/ framed work including

cutting, hoisting, fixing in position and applying a priming coat of

approved steel primer using structural steel etc. as required

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

chequered plate wherever required, all complete.

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

and similar works.

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

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

junctions and corners, all necessary fittings complete, including

applying a priming coat of approved steel primer.

i 10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces sqm 2.88 5643.01 16251.88

Providing and fixing factory made ISI marked steel glazed doors,

windows and ventilators side /top /centre hung with beading

and all members etc. complete of standard rolled steel sections,

joints mitred and flash butt welded and sash bars tenoned and

3 10.11 riveted, including providing and fixing of hinges, pivots, including

priming coat of approved steel primer , but excluding the cost of

other fittings, complete all as per approved design (sectional

weight of only steel members shall be measured for payment).

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

i 10.11.1 concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse Kg 33.75 207.31 6996.82

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

Providing & fixing glass panes with putty and glazing clips in steel

doors, windows, clerestory windows all complete.

i 10.30.1 With 4.0 mm thick glass panes. Sqm 4.50 1109.80 4994.11

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

5 9.48 windows etc. with M.S. flats, square or round bars etc. including

priming coat with approved steel primer all complete.

i 9.48.1 Fixed to steel windows by welding kg 36.00 213.63 7690.59

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 bonding, 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.

TOTAL (Carried Over to Summary of Civil Works) 137099.68 0.00

F 11.0 FLOORING WORK

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

over and jointed with grey cement slurry mixed with pigment to

1 11.26 match the shade of the slab including rubbing and polishing

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

Kota stone slabs 25 mm thick in risers of steps, skirting, dado and

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

2 11.27 cement 3 coarse sand) and jointed with grey cement slurry sqm 6.67 2406.03 16042.17

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

rubbing and polishing complete.

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

sand stone slab.

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

using single length up to 1.05 metre.

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.12.31

Sl. No. DSR-2021 DESCRIPTION UNIT QTY. DSR Amount NDSR RATE NDSR Amount

Providing and fixing Ist quality ceramic glazed wall tiles

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

manufacturer), of approved make, in all colours, shades except

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

5 8.31 Engineer-in-Charge, in skirting, risers of steps and dados, over 12 Sqm 120.12 1255.15 150768.70

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

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), Jointing with grey

cement slurry @ 3.3 kg/sqm including pointing the joints with

white cement and matching pigment etc., complete.

TOTAL (Carried Over to Summary of Civil Works) 337193.91 0.00

G 13.0 FINISHING WORK

1 13.4 12 mm cement plaster of mix :

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

cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top

layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand).

3 13.16 6 mm cement plaster of mix :

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

plaster work in proportion recommended by the manufacturers. 50KG

Distempering with oil bound washable distemper of approved

brand and manufacture to give an even shade :

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

thinnable priming coat with cement primer

Finishing walls with Acrylic Smooth exterior paint of required

New work (Two or more coat applied @ 1.67 ltr/10 sqm over

i 13.46.1 and including priming coat of exterior primer applied @ 2.20 Sqm 70.65 196.93 13912.29

Providing and applying white cement based putty of average

thickness 1 mm, of approved brand and manufacturer, over the

plastered wall surface to prepare the surface even and smooth

Finishing with Epoxy paint (two or more coats) at all locations

prepared and applied as per manufacturer's specifications

including appropriate priming coat, preparation of surface, etc.

complete. On steel work.

TOTAL (Carried Over to Summary of Civil Works) 262066.00 0.00

H 19.0 DRAINAGE

Providing M.S. foot rests including fixing in manholes with

20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse

sand : 6 graded stone aggregate 20 mm nominal size) as per

standard design :

i 19.15.1 With 20x20 mm square bar Each 30.00 544.51 16335.43

Providing and fixing in position pre-cast R.C.C. manhole cover

2 19.19 and frame of required shape and approved quality 19.19.1 L D-

i 19.19.3.1 Circular shape 560 mm internal diameter Each 3.00 1763.55 5290.65

TOTAL (Carried Over to Summary of Civil Works) 21626.08 0.00

I 22.0 WATER PROOFING

Providing and Placing in position suitable PVC water stops

conforming to IS:12200 for construction/ expansion joints

between two RCC members and fixed to the reinforcement with

binding wire before pouring concrete etc. complete :

i 22.4.1 Serrated with central bulb (225 mm wide, 8-11 mm thick) metre 55.80 337.08 18809.24

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Sl. No. DSR-2021 DESCRIPTION UNIT QTY. DSR Amount NDSR RATE NDSR Amount

Providing and laying APP (Atactic Polypropylene Polymer)

modified prefabricated five layer 3 mm thick water proofing

membrane, black finished reinforced with non-woven polyester

matt consisting of a coat of bitumen primer for bitumen

membrane @ 0.40 litre/sqm by the same membrane

manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity

70-160 cps. Over the primer coat the layer of membrane shall be

laid using Butane Torch and sealing all joints etc, and preparing

the surface complete. The vital physical and chemical

parameters of the membrane shall be as under : Joint strength in

longitudinal and transverse direction at 23°C as 650/ 450N/5cm.

Tear strength in longitudinal and transverse direction as

300/250N. Softening point of membrane not less than 150°C.

Cold flexibility shall be upto -2°C when tested in accordance with

ASTM, D - 5147. The laying of membrane shall be got done

through the authorised applicator of the manufacturer of

membrane : 3 mm thick

Extra for covering top of membrane with Geotextile, 120 gsm

non woven, 100% polyester of thickness 1 to 1.25 mm bonded to

i 14.92 the membrane with intermittent touch by heating the Sqm 90.04 122.16 10998.43

membrane by Butane Torch as per manufactures

recommendation.

Providing and applying integral crystalline slurry of hydrophilic in

nature for waterproofing treatment to the RCC structures like

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

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

subway and bridge deck etc., prepared by mixing in the ratio of 5

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

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

water) for horizontal surfaces and applying the same from

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

3 22.23 The material shall meet the requirements as specified in ACI-

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

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

resistant to 16 bar hydrostatic pressure on negative side. The

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

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

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

The product performance shall carry guarantee for 10 years

against any leakage.

i 22.23.1 For vertical surface two coats @ 0.70 kg per sqm Sqm 208.80 479.48 100115.81

ii 22.23.2 For horizontal surface one coat @1.10 kg per sqm. Sqm 124.16 367.65 45647.66

TOTAL (Carried Over to Summary of Civil Works) 235451.45 0.00

GRAND TOTAL 6069344.75 0.00

GRAND TOTAL 6069344.75 0.00

Total of DSR & NDSR 6069344.75

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.12.31

PROJECT: PROPOSED CONSTRUCTION OF CBSE, REGIONAL OFFICE BUILDING AT DIGHA, PATNA, BIHAR

STP, SUMMARY - CIVIL WORKS

Sl. No. DSR-2021 DESCRIPTION DSR AMOUNT NON DSR AMOUNT

A 2.0 EARTH WORKS 609,694.86 -

B 4.0 CONCRETE WORKS 81,235.44 -

C 5.0 REINFORCED CEMENT CONCRETE WORK 2,800,490.71 -

D 6.0 BLOCK WORK 76,278.00 -

G 13.0 FINISHING 206,926.57 -

I 22.0 WATER PROOFING 170,616.66 -

GRAND TOTAL 4,405,487.10

GRAND TOTAL 4,405,487.10

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.12.31

PROJECT: PROPOSED CONSTRUCTION OF CBSE, REGIONAL OFFICE BUILDING AT DIGHA, PATNA, BIHAR

STP- BOQ - CIVIL WORKS

Sl. No. DSR-2021 DESCRIPTION UNIT QTY. DSR Amount NDSR RATE NDSR Amount

A 2.0 EARTH WORKS

Earth work in excavation by mechanical means (Hydraulic

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

1 2.6 1.5 m in width as well as 10 sqm on plan) including getting out

and disposal of excavated earth lead upto 50 m and lift upto 1.5

m, as directed by Engineer-in-charge.

i 2.6.1 All kinds of soil. Cum 658.19 242.49 159600.01

Earth work in excavation by mechanical means (Hydraulic

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

2 2.7 depth, 1.5 m in width as well as 10 sqm on plan) including getting

out and disposal of excavated earth lead upto 50 m and lift upto

1.5 m, as directed by Engineer-incharge.

i 2.7.1 Ordinary rock Cum 71.27 487.39 34738.21

3 2.26 Extra for every additional lift of 1.5 m or part thereof in.

a) 2.26.1 All kinds of soils

4 2.24 Extra rates for quantities of works, executed :

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

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

rate is applicable in respect of each item but limited to quantities

of work executed in these difficult conditions. The unit, namely,

metre depth, to be considered for payment, shall be the depth

measured from the sub soil water level upto the centre of gravity

of the quantity executed in difficult conditions. The depth shall

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

taken as 0.1 metre and less than 0.05 metre ignored.)

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

including excavation for sockets, and dressing of sides, ramming

5 2.10 of bottoms, depth upto 1.5m including getting out the excavated

soil, and then returning the soil as required, in layers not exc

a 2.10.1 All kinds of soil.

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

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.

Disposal of excavated excess earth/rock away from the site

including conveyance of materials up to an average lead of 5KM

away from the site, and correspondiong required lift, loading,

7 1.1.2 unloading etc complete as directed by the Engineer-in-charge.

(The quantity is net quantity of capacity of truck after deduction

of 20% for looseness)(considering the maximum disposal

location at 5 KM distance)

Earth By mechanical transport including loading, unloading and

stacking. (Lead upto 5KM away from the site)

Ordinary Rock By mechanical transport including loading,

unloading and stacking. (Lead upto 5KM away from the site)

Supplying and filling in plinth with sand under floors, including

8 2.27 watering, ramming, consolidating and dressing complete. Cum 3.73 2550.78 9523.37

TOTAL (Carried Over to Summary of Civil Works) 609694.86 0.00

B 4.0 CONCRETE WORKS

Providing and laying in position cement concrete of specified

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

up to plinth level :

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

a 4.1.8 sources : 8 graded stone aggregate 40 mm nominal size derived Cum. 10.07 7466.40 75175.27

from natural sources)

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CHACHA Date: 2022.12.31

Sl. No. DSR-2021 DESCRIPTION UNIT QTY. DSR Amount NDSR RATE NDSR Amount

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

including cum per cost of pumping or bailing out water and

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

quantity will be calculated by multiplying the depth measured

2 4.15 from the sub-soil water level up to centre of gravity 4.50 1068.73 4809.28

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.

Centering and shuttering including strutting, propping etc. and

3 4.3.1 removal of form work for : Foundations, footings, bases for Cum 3.44 363.46 1250.89

TOTAL (Carried Over to Summary of Civil Works) 81235.44 0.00

C 5.0 REINFORCED CEMENT CONCRETE WORK

Centering and shuttering including strutting, propping etc. and

removal of form for :

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

Walls (any thickness) including attached pilasters, butteresses,

plinth and string courses etc.

Suspended floors, roofs, landings, balconies and access platform.

Lintels, beams, plinth beams, girders, bressumers and cantilevers

e 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. Sqm 0.00 949.23 0.00

f 5.9.7 Stairs, (excluding landings) except spiral-staircases. Sqm 13.64 776.32 10592.08

g 5.9.16 Edges of slabs and breaks in floors and walls

Extra for additional height in centering, shuttering where ever

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

2 5.11 de-shuttering and decentering at all levels, over a height of 3.5

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

area to be measured).

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

to be measured)

Steel reinforcement for R.C.C. work including straightening,

3 5.22 cutting, bending, placing in position and binding all complete

upto plinth level.

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

Steel reinforcement for R.C.C. work including straightening,

4 5.22A cutting, bending, placing in position and binding all complete

above plinth level.

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

Extra for laying reinforced cement concrete in or under water

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

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

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

measured from the subsoil water level up to the centre of gravity

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

cubic metre executed under subsoil water. The depth of centre

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

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

payment shall be made for placing reinforcement or centering &

shuttering under sub - soil water conditions.

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.12.31

Sl. No. DSR-2021 DESCRIPTION UNIT QTY. DSR Amount NDSR RATE NDSR Amount

Providing and laying in position ready mixed or site batched

design mix cement concrete for reinforced cement concrete

work; using coarse aggregate and fine aggregate derived from

natural sources, Portland Pozzolana / Ordinary Portland

/Portland Slag cement, admixtures in recommended 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

6 5.33.1 for all leads; but excluding the cost of centering, shuttering,

finishing and reinforcement as per direction of the engineer-in-

charge; for the following grades of concrete. Note: Extra cement

up to 10% of the minimum specified cement content in design

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

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

content, the contractor shall have discretion to either re-design

the mix or bear the cost of extra cement.

a) 5.33.1 All works upto plinth level.

Concrete of M25 grade with minimum cement content of 330 kg

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

Concrete of M25 grade with minimum cement content of 330 kg

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

above the specified cement content therein.

TOTAL (Carried Over to Summary of Civil Works) 2800490.71 0.00

D 6.0 BLOCK WORK

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

of class designation 7.5 in foundation and plinth in:

i 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 0.78 7858.49 6153.19

Brick work with non modular fly ash bricks conforming to

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

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

i 6.34.2 Cement mortar 1:6 (1 cement : 6 Coarse sand) Cu.Mt. 7.74 9060.05 70124.81

TOTAL (Carried Over to Summary of Civil Works) 76278.00 0.00

E 10.0 STEEL WORK

Steel work welded in built up sections/ framed work including

cutting, hoisting, fixing in position and applying a priming coat of

approved steel primer using structural steel etc. as required

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

chequered plate wherever required, all complete.

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

and similar works.

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

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

junctions and corners, all necessary fittings complete, including

applying a priming coat of approved steel primer.

i 10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces sqm 1.89 5643.01 10665.30

Providing and fixing factory made ISI marked steel glazed doors,

windows and ventilators side /top /centre hung with beading

and all members etc. complete of standard rolled steel sections,

joints mitred and flash butt welded and sash bars tenoned and

3 10.11 riveted, including providing and fixing of hinges, pivots, including

priming coat of approved steel primer , but excluding the cost of

other fittings, complete all as per approved design (sectional

weight of only steel members shall be measured for payment).

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

i 10.11.1 concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse Kg 27.00 207.31 5597.46

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

Providing & fixing glass panes with putty and glazing clips in steel

doors, windows, clerestory windows all complete.

i 10.30.1 With 4.0 mm thick glass panes. Sqm 3.60 1109.80 3995.28

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

5 9.48 windows etc. with M.S. flats, square or round bars etc. including

priming coat with approved steel primer all complete.

i 9.48.1 Fixed to steel windows by welding kg 28.80 213.63 6152.47

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.12.31

Sl. No. DSR-2021 DESCRIPTION UNIT QTY. DSR Amount NDSR RATE NDSR Amount

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 bonding, 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.

TOTAL (Carried Over to Summary of Civil Works) 101263.00 0.00

F 11.0 FLOORING WORK

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

over and jointed with grey cement slurry mixed with pigment to

1 11.26 match the shade of the slab including rubbing and polishing

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

Kota stone slabs 25 mm thick in risers of steps, skirting, dado and

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

2 11.27 cement 3 coarse sand) and jointed with grey cement slurry sqm 5.30 2406.03 12745.68

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

rubbing and polishing complete.

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

sand stone slab.

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

using single length up to 1.05 metre.

Providing and fixing Ist quality ceramic glazed wall tiles

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

manufacturer), of approved make, in all colours, shades except

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

5 8.31 Engineer-in-Charge, in skirting, risers of steps and dados, over 12 Sqm 163.14 1255.15 204762.27

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

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), Jointing with grey

cement slurry @ 3.3 kg/sqm including pointing the joints with

white cement and matching pigment etc., complete.

TOTAL (Carried Over to Summary of Civil Works) 315729.70 0.00

G 13.0 FINISHING WORK

1 13.4 12 mm cement plaster of mix :

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

cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top

layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand).

3 13.16 6 mm cement plaster of mix :

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

plaster work in proportion recommended by the manufacturers. 50KG

Distempering with oil bound washable distemper of approved

brand and manufacture to give an even shade :

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

thinnable priming coat with cement primer

Finishing walls with Acrylic Smooth exterior paint of required

New work (Two or more coat applied @ 1.67 ltr/10 sqm over

i 13.46.1 and including priming coat of exterior primer applied @ 2.20 Sqm 40.19 196.93 7913.51

Providing and applying white cement based putty of average

thickness 1 mm, of approved brand and manufacturer, over the

plastered wall surface to prepare the surface even and smooth

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.12.31

Sl. No. DSR-2021 DESCRIPTION UNIT QTY. DSR Amount NDSR RATE NDSR Amount

Finishing with Epoxy paint (two or more coats) at all locations

prepared and applied as per manufacturer's specifications

including appropriate priming coat, preparation of surface, etc.

complete. On steel work.

TOTAL (Carried Over to Summary of Civil Works) 206926.57 0.00

H 19.0 DRAINAGE

Providing M.S. foot rests including fixing in manholes with

20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse

sand : 6 graded stone aggregate 20 mm nominal size) as per

standard design :

i 19.15.1 With 20x20 mm square bar Each 60.00 544.51 32670.86

Providing and fixing in position pre-cast R.C.C. manhole cover

2 19.19 and frame of required shape and approved quality 19.19.1 L D-

i 19.19.3.1 Circular shape 560 mm internal diameter Each 6.00 1763.55 10581.29

TOTAL (Carried Over to Summary of Civil Works) 43252.15 0.00

I 22.0 WATER PROOFING

Providing and Placing in position suitable PVC water stops

conforming to IS:12200 for construction/ expansion joints

between two RCC members and fixed to the reinforcement with

binding wire before pouring concrete etc. complete :

i 22.4.1 Serrated with central bulb (225 mm wide, 8-11 mm thick) metre 45.99 337.08 15502.79

Providing and laying APP (Atactic Polypropylene Polymer)

modified prefabricated five layer 3 mm thick water proofing

membrane, black finished reinforced with non-woven polyester

matt consisting of a coat of bitumen primer for bitumen

membrane @ 0.40 litre/sqm by the same membrane

manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity

70-160 cps. Over the primer coat the layer of membrane shall be

laid using Butane Torch and sealing all joints etc, and preparing

the surface complete. The vital physical and chemical

parameters of the membrane shall be as under : Joint strength in

longitudinal and transverse direction at 23°C as 650/ 450N/5cm.

Tear strength in longitudinal and transverse direction as

300/250N. Softening point of membrane not less than 150°C.

Cold flexibility shall be upto -2°C when tested in accordance with

ASTM, D - 5147. The laying of membrane shall be got done

through the authorised applicator of the manufacturer of

membrane : 3 mm thick

Extra for covering top of membrane with Geotextile, 120 gsm

non woven, 100% polyester of thickness 1 to 1.25 mm bonded to

i 14.92 the membrane with intermittent touch by heating the Sqm 49.00 122.16 5985.51

membrane by Butane Torch as per manufactures

recommendation.

Providing and applying integral crystalline slurry of hydrophilic in

nature for waterproofing treatment to the RCC structures like

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

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

subway and bridge deck etc., prepared by mixing in the ratio of 5

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

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

water) for horizontal surfaces and applying the same from

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

3 22.23 The material shall meet the requirements as specified in ACI-

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

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

resistant to 16 bar hydrostatic pressure on negative side. The

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

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

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

The product performance shall carry guarantee for 10 years

against any leakage.

i 22.23.1 For vertical surface two coats @ 0.70 kg per sqm Sqm 189.29 479.48 90762.46

ii 22.23.2 For horizontal surface one coat @1.10 kg per sqm. Sqm 70.12 367.65 25778.14

TOTAL (Carried Over to Summary of Civil Works) 170616.66 0.00

GRAND TOTAL 4405487.10 0.00

GRAND TOTAL 4405487.10 0.00

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.12.31

Sl. No. DSR-2021 DESCRIPTION UNIT QTY. DSR Amount NDSR RATE NDSR Amount

Total of DSR & NDSR 4405487.10

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.12.31

PROJECT: PROPOSED CONSTRUCTION OF CBSE, REGIONAL OFFICE BUILDING AT DIGHA, PATNA, BIHAR

BUILDING NAME : HT PANEL ROOM (G)

ABSTRACT OF COST - CIVIL WORKS

DSR-2021 DESCRIPTION DSR-2021 AMOUNT NON DSR AMOUNT

A 2.0 EARTH WORKS 76,179.33 -

B 4.0 CONCRETE WORKS 58,686.00 -

C 5.0 REINFORCED CEMENT CONCRETE WORK 421,689.66 -

D 6.0 BRICK WORK 146,773.74 -

E 8.0 MARBLE & GRANITE WORK 2,572.78 -

F 9.0 WOOD & PVC WORK 21,205.27 -

G 10.0 STEEL WORK 63,083.58 -

K 21.0 ALUMINIUM WORK 115,568.11 -

L 22.0 WATER PROOFING 40,443.33 -

GRAND TOTAL 1,168,291.71

GRAND TOTAL 1,168,291.71

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.12.31

BOQ- HT PANEL ROOM

PROJECT: PROPOSED CONSTRUCTION OF CBSE, REGIONAL OFFICE BUILDING AT DIGHA, PATNA, BIHAR

HT PANEL ROOM (G) , BOQ - CIVIL WORKS

Sl. DSR-2021 DSR-2021

DSR-2021 DESCRIPTION UNIT QTY. NDSR RATE NDSR Amount

No. RATE Amount

A 2.0 EARTH WORKS

Earth work in excavation by mechanical means (Hydraulic

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

1 2.6 m in width as well as 10 sqm on plan) including getting out and

disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as

directed by Engineer-in-charge.

i 2.6.1 All kinds of soils Cum 45.85 242.49 11118.18

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

banking excavated or stacked materials.

i 2.26.1 All kinds of soil Cum 4.76 123.34 587.21

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

including excavation for sockets, and dressing of sides, ramming of

bottoms, depth upto 1.5m including getting out the excavated soil,

and then returning the soil as required, in layers not exc

a 2.10.1 All kinds of soil.

Pipes, cables, etc. exceeding 80mm dia but not exceeding 300mm

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.

Disposal of excavated excess earth away from the site including

conveyance of materials up to an average lead of 5KM away from

the site, and correspondiong required lift, loading, unloading etc

5 1.1.2 complete as directed by the Engineer-in-charge. (The quantity is net

quantity of capacity of truck after deduction of 20% for

looseness)(considering the maximum disposal location at 5 KM

By mechanical transport including loading, unloading and stacking.

(Lead upto 5KM away from the site)

Supplying and filling in plinth with sand under floors, including

watering, ramming, consolidating and dressing complete.

Surface dressing of the ground including removing vegetation and

7 2.28 inequalities not exceeding 15 cm deep and disposal of rubbish, lead

up to 50 m and lift up to 1.5 m.

i 2.28.1 All kinds of soil Sqm 24.75 33.22 822.30

Dry brick on edge flooring in required pattern with bricks of class

designation 7.5 on a bed of 12 mm mud mortar, including filling

joints with Jamuna sand, with common burnt clay non modular

Supplying chemical emulsion in sealed containers including delivery

i 2.34.1 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% Litre 15.49 237.11 3673.98

10 Anti termite treatment

Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL

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

Along external wall where the apron is not provided using chemical

emulsion @ 7.5 litres / sqm of the vertical surface of the

i 2.35.1.1 substructure to a depth of 300mm including excavation channel Metre 20.00 38.12 762.45

along the wall & rodding etc. complete: With Chlorpyriphos/ Lindane

E.C. 20% with 1% concentration

Treatment of soil under existing floors using chemical emulsion @

one litre per hole, 300 mm apart including drilling 12 mm diameter

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

sand) to match the existing floor:

i 2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration Sqm 19.99 302.32 6043.46

TOTAL (Carried Over to Summary of Civil Works) 76179.33 0.00

B 4.0 CONCRETE WORKS

Providing and laying in position cement concrete of specified grade

1 4.1 excluding the cost of centering and shuttering - All work up to plinth

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

a 4.1.6 sources : 6 graded stone aggregate 40 mm nominal size derived from Cum 0.50 7872.65 3936.32

natural sources)

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.12.31

BOQ- HT PANEL ROOM

Sl. DSR-2021 DSR-2021

DSR-2021 DESCRIPTION UNIT QTY. NDSR RATE NDSR Amount

No. RATE Amount

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

b 4.1.8 sources : 8 graded stone aggregate 40 mm nominal size derived from Cum 4.30 7466.40 32135.40

natural sources)

Providing and laying cement concrete in retaining walls, return walls,

walls (any thickness) including attached pilasters, columns, piers,

abutments, pillars, posts, struts, buttresses, string or lacing courses,

parapets, coping, bed blocks, anchor blocks, plain window sills,

fillets, sunken floor etc., up to floor five level, excluding the cost of

centering, shuttering and finishing:

1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural

i 4.2.2 sources : 3 graded stone aggregate 20 mm nominal size derived from Cum 0.50 11559.20 5765.15

natural sources).

1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural

ii 4.2.5 sources : 6 graded stone aggregate 20 mm nominal size derived from Cum 0.04 10437.60 391.41

natural sources)

Centering and shuttering including strutting, propping etc. and

removal of form work for :

i 4.3.1 Foundations, footings, bases for columns. Sqm 6.00 363.46 2180.77

Providing and laying damp-proof course 50mm thick with cement

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

natural sources : 4 graded stone aggregate 20mm nominal size

derived from natural sources).

Extra for providing and mixing water proofing material in cement

4 4.12 concrete work in doses by weight of cement as per manufacturer's 1.00 67.45 67.45

Providing & applying a coat of residual petroleum bitumen of grade

of VG-10 of approved quality using 1.7kg 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.

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

cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm

nominal size) over 75mm thick bed of dry brick ballast 40 mm

nominal size, well rammed and consolidated and grouted with fine

sand, including necessary excavation, levelling & dressing & finishing

the top smooth.

TOTAL (Carried Over to Summary of Civil Works) 58686.00 0.00

C 5.0 REINFORCED CEMENT CONCRETE WORK

Centering and shuttering including strutting, propping etc. and

removal of form for :

a 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. Sqm 5.10 363.46 1853.66

Walls (any thickness) including attached pilasters, butteresses, plinth

and string courses etc.

c 5.9.3 Suspended floors, roofs, landings, balconies and access platform. Sqm 20.35 904.73 18411.27

d 5.9.4 Shelves (Cast in situ) Sqm 0.00 904.73 0.00

e 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm 36.17 718.01 25973.76

f 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. Sqm 24.72 949.23 23464.88

g 5.9.7 Stairs, (excluding landings) except spiral-staircases. Sqm 0.00 776.32 0.00

h 5.9.9 Arches, domes, vaults up to 6 m span Sqm 5.00 2155.46 10777.28

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

i 5.9.15 window sills, string courses, bands, copings, bed plates, anchor Sqm 0.45 363.46 161.92

blocks and the like.

j 5.9.16 Edges of slabs and breaks in floors and walls

k 5.9.19 Weather shade, Chajjas, corbels etc., including edges. Sqm 2.16 961.86 2077.61

Extra for additional height in centering, shuttering where ever

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

l 5.11 shuttering and decentering at all levels, over a height of 3.5 m, for

every additional height of 1 metre or part thereof (Plan area to be

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

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

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

i 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 773.03 105.81 81794.22

ANUJ NAVNEET Digitally signed by ANUJ

CHACHA Date: 2022.12.31

BOQ- HT PANEL ROOM

Sl. DSR-2021 DSR-2021

DSR-2021 DESCRIPTION UNIT QTY. NDSR RATE NDSR Amount

No. RATE Amount

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

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

i 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 716.88 105.81 75853.49