Construction of Directors Bungalow at MDI campus in Murshidabad, West Bengal

Name of Work:- Construction of Director's Bungalow at MDI Campus, Murshidabad, West Bengal.

Civil Work Estimate

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 466.52 205.45 95845.93

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

2 2.26 banking excavated or stacked materials.

i 2.26.1 All kinds of soil Cum 151.96 104.50 15879.44

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

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

3 2.10 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,

4 2.25 consolidating each deposited layer by ramming and watering, lead Cum 417.40 253.95 105998.22

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 Coarse sand under floors,

6 including watering, ramming, consolidating and dressing complete. Cum 29.54 2428.80 71755.11

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 294.06 28.15 8277.79

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

9 2.34 as specified

i 2.34.1 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% Litre 91.72 200.90 18425.88

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

2.35.1.1 substructure to a depth of 300mm including excavation channel

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

a) 2.35.3 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 147.62 256.15 37813.99

TOTAL (Carried Over to Summary of Civil Works) 508237.72 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

Sl. DSR-2021 DSR-2021

DSR-2021 DESCRIPTION UNIT QTY. NDSR RATE NDSR Amount

No. RATE Amount

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 5.33 7226.95 38525.79

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 0.89 6670.25 5930.19

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 22.16 6326.05 140169.96

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,

2 4.2 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 1.16 9793.75 11407.73

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 0.33 8843.45 2918.34

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 33.00 307.95 10162.35

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 9.00 57.15 514.35

Providing & applying a coat of residual petroleum bitumen of grade

of VG-10 of approved quality using 1.7kg per square metre on damp

5 4.13 proof course after cleaning the surface with brushes and finally with Sqm 27.00 113.85 3073.95

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

6 4.17 nominal size, well rammed and consolidated and grouted with fine Sqm 28.57 681.65 19473.04

sand, including necessary excavation, levelling & dressing & finishing

the top smooth.

TOTAL (Carried Over to Summary of Civil Works) 205860.65 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.

d 5.9.4 Shelves (Cast in situ) Sqm 6.57 766.55 5036.23

Lintels, beams, plinth beams, girders, bressumers and cantilevers

f 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. Sqm 250.19 804.25 201213.54

g 5.9.7 Stairs, (excluding landings) except spiral-staircases. Sqm 18.92 657.75 12444.63

h 5.9.9 Arches, domes, vaults up to 6 m span Sqm 5.00 1826.25 9131.25

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 Sqm 4.10 307.95 1263.13

blocks and the like.

k 5.9.16 Edges of slabs and breaks in floors and walls

l 5.9.19 Weather shade, Chajjas, corbels etc., including edges. Sqm 16.56 814.95 13495.57

Sl. DSR-2021 DSR-2021

DSR-2021 DESCRIPTION UNIT QTY. NDSR RATE NDSR Amount

No. RATE Amount

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 6259.11 89.65 561129.32

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 9490.30 89.65 850805.21

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

4 5.33.1 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) 3822596.06 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 0.00 6658.25 0.00

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

2 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 100.34 7676.30 770243.30

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

3 6.15 at every third course of half brick masonry. Sqm 188.37 86.45 16284.23

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 188.37 969.65 182648.97

TOTAL (Carried Over to Summary of Civil Works) 971628.91 0.00

E 8.0 MARBLE & GRANITE WORK

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

prepolished) machine cut for kitchen platforms, vanity counters,

window sills , facias and similar locations of required size of

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

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

with white cement, mixed with matching pigment, epoxy touch ups,

including rubbing, curing, moulding and polishing to edge to give

high gloss finish etc. complete at all levels.

Sl. DSR-2021 DSR-2021

DSR-2021 DESCRIPTION UNIT QTY. NDSR RATE NDSR Amount

No. RATE Amount

a) 8.2.2 Granite stone slab colour black, Cherry/Ruby red

i 8.2.1.1 Area of slab upto 0.50 sqm Sqm 6.60 4679.35 30885.39

ii 8.2.1.2 Area of slab over 0.50 sqm Sqm 6.57 4425.35 29074.55

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 4 808.15 3232.60

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

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

4 8.31 of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 Sqm 70.00 1063.45 74445.75

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) 145213.80 0.00

F 9.0 WOOD & PVC WORK

Providing wood work in frames of doors, windows, clerestory

windows and other frames, wrought framed and fixed in position

1 9.1 with hold fast lugs or with dash fasteners of required dia & length

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

i 9.1.1 Second class teak wood. Cum 0.49 131576.95 64420.07

Providing and fixing panelled or panelled and glazed shutters for

doors, windows and clerestory windows, fixing with butt hinges of

required size with necessary screws, excluding panelling which will

be paid for separately, all complete as per direction of Engineer-in-

charge. (Note:- Butt hinges and necessary screws shall be paid

a) 9.5.1 Second class teak wood

i 9.5.1.1 35 mm thick shutters Sqm 2.34 3704.45 8668.41

Pre-laminated particle board with decorative lamination on both

sides, Grade I, Type II, IS:12823 marked

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

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

3 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

4 9.23 minimum depth on all edges of flush door shutters (over all area of Sqm 30.33 401.40 12174.46

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 M.S. grills of required pattern in frames of

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

priming coat with approved steel primer all complete.

Fixed to openings /wooden frames with rawl plugs screws etc.

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

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

7 9.53 embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 Each 60.00 194.35 11661.00

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

Providing and fixing IS : 12817 marked stainless steel butt hinges

8 9.71 (heavy weight) with stainless steel screws etc. complete :

Sl. DSR-2021 DSR-2021

DSR-2021 DESCRIPTION UNIT QTY. NDSR RATE NDSR Amount

No. RATE Amount

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.

9 MR-1 Silver finish. As per EN 1154. Each 10 2721.00 27210

Approved Make : dormakaba / Hafele / GEZE 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

10 MR-2 Approved Make : dormakaba / Hafele / GEZE with necessary Each 10 658.00 6580

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 Pure 8100

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

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

Backset 20mm Square forend. EPC 60mm length oneside thumb turn

otherside coin release operation Approved Make : dormakaba /

Hafele / GEZE 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 Narrow

Stile Dead Lock Type 1 Package consisting of Narrow Stile Dead lock

25mm backset with Strike Plate, EPC 70mm Both side key operation

12 MR-4 and Escutcheons, Finish = SSS Approved Make : dormakaba / Hafele Set 1 3170.00 3170

/ GEZE 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 4205 Door

Guard. Finish - Satin Chrome Approved Make : dormakaba / Hafele /

13 MR-5 GEZE with necessary accessories and screws etc. complete in all Each 1 704.00 704

respects as per manufacture ofrs' specificatios & as directed by

Engineer-in-charge.

Providing and fixing Eye Viewer/ Magic Eye (ME (B)) along

with necessary accessories and screws etc. complete.

14 MR-6 Approved Make : dormakaba / Hafele / GEZE with necessary Each 1 360.00 360

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

15 MR-7 with necessary accessories and screws etc. complete in all respects Each 16 810.00 12960

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

16 MR-8 necessary accessories and screws etc. complete in all respects as per Each 36.0 529.00 19044

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)

17 MR-9 along with necessary accessories and screws etc. complete in all Each 10.00 491.00 4910

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

18 MR-10 etc. complete in all respects as per manufacture ofrs' specificatios & Each 32.00 655.00 20960

as directed by Engineer-in-charge.

Providing and fixing approved brand and manufacture of Stainless

Steel Sliding Tower Bolt 300x16 mm long with necessary accessories

19 MR-11 and screws etc. complete in all respects as per manufacture ofrs' Each 1.00 935.00 935

specificatios & as directed by Engineer-in-charge.

Sl. DSR-2021 DSR-2021

DSR-2021 DESCRIPTION UNIT QTY. NDSR RATE NDSR Amount

No. RATE Amount

Providing and fixing factory made uPVC white colour

casement/casement cum fixed glazed windows comprising of uPVC

multi-chambered frame, sash 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, stainless steel (SS 304

grade) friction hinges, zinc alloy (white powder coated) casement

handles, 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 & sash shall be mitred cut and fusion welded at

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

20 9.147A 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% tolerancein

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.

Casement window single panel with S.S. friction hinges (300 x 19 x

1.9 mm), made of (small series) frame 47 x 50 mm & sash 47 x 68

i 9.147A.1 mm both having wall thickness of 1.9 ± 0.2 mm and single glass pane Sqm 2.16 10443.75 22558.50

glazing bead of appropriate dimension. (Area of window upto 0.75

Casement window double panels with S.S. friction hinges (300 x 19 x

1.9 mm) made of (small series) frame 47 x 50 mm, sash 47 x 68 mm

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

single glazing bead of appropriate dimension. (Area of window above

0.75 sqm upto 1.50 sqm).

Casement window double panels with top fixed with S.S. friction

hinges (350 x 19 x 1.9 mm) made of (small series) frame 47 x 50 mm,

sash 47 x 68 mm & mullion 47 x 68 mm all having wall thickness of

1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (

Area of window upto 2.50 sqm).

TOTAL (Carried Over to Summary of Civil Works) 585425.68 190538.00

G 10.0 STEEL WORK

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

40x40x6 mm angle iron and 3 mm M.S. gusset 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 1.58 4781.15 7530.31

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

a 10.25.1 chequered plate wherever required, all complete. KG 50.00 102.25 5112.50

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

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

3 10.18 by means of 3.3 mm dia round headed screws, one lock at the Each 14.00 185.20 2592.80

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.

Sl. DSR-2021 DSR-2021

DSR-2021 DESCRIPTION UNIT QTY. NDSR RATE NDSR Amount

No. RATE Amount

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

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

buffing, polishing and making curvature (wherever required) and

fitting the same with necessary stainless steel nuts and bolts

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

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

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

arrangement as per approval of Engineer-in-charge, (for payment

purpose only weight of stainless steel members shall be considered

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

TOTAL (Carried Over to Summary of Civil Works) 457252.86 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

1 11.3 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 16.65 545.00 9074.25

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.

Extra for pre finished nosing to treads of steps of marble stone.

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

single length up to 2.00 metre.

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

5 11.41 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 floor in different sizes (thickness

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

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

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

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

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

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

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

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

rubber mallet for placing the tiles gently and easily.

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

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

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

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

shade, in skirting / dado, riser of steps, over 12 mm thick bed of

7 11.46 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.

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

8 11.56.2 and pointing with white cement slurry admixed with pigment of Cum 64.20 2677.90 171914.22

matching shade including rubbing, curing and polishing etc. all

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

Polished Granite stone slab of all colour and texture except Black,

Cherry/Ruby Red.

Wooden Flooring

Sl. DSR-2021 DSR-2021

DSR-2021 DESCRIPTION UNIT QTY. NDSR RATE NDSR Amount

No. RATE Amount

Providing and laying Laminate wooden

flooring (Grade AC6 or AC6+ laminates) 6 mm to 12 mm thick,

having a good backing layer made up of plastic laminate or

melamine, core made up of medium-density fibreboard (MDF),which

is less resistant to impact damage and less resistant to being dented

by heavy furniture, having a décor layer to give each floor its

appearance and consisting of one or more sheets of paper

impregnated with melamine resin and top wear layer having

clear aluminium oxide finish that protects the decorative layer &

imparts the desired level of sheen, from full gloss to low gloss, duly

fixed to the base floor using adhesive as approved by the

TOTAL (Carried Over to Summary of Civil Works) 610192.18 34924.90

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. 63.03 260.20 16400.41

per standard design in 75x75 mm deep chase.

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

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

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

3 12.41 ring conforming to IS : 5382 leaving 10 mm gap for thermal

expansion.(i) Single socketed pipes.

Providing and fixing on wall face unplasticised - PVC moulded

fittings/ accessories for unplasticised Rigid PVC rain water pipes

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

conforming to IS : 5382 leaving 10 mm gap for thermal 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 cement : 4 coarse sand) and grouting the joints with mix of white

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

TOTAL (Carried Over to Summary of Civil Works) 178166.22 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

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).

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

3 5.30 R.C.C. projections.plastered surface metre 293.94 64.70 19017.92

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 212.21 60.55 12849.16

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 920.72 121.55 111913.77

additional coats wherever required to achieve even shade and

colour. Two coats.

Sl. DSR-2021 DSR-2021

DSR-2021 DESCRIPTION UNIT QTY. NDSR RATE NDSR Amount

No. RATE Amount

Applying priming coats with primer of approved brand and

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

7 13.85.3 With water thinnable cement primer on wall surface having VOC Sqm 920.72 64.45 59340.54

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 525.05 166.85 87604.09

Providing and applying white cement based putty of average

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

9 13.80 plastered wall surface to prepare the surface even and smooth Sqm 1445.77 115.15 166480.31

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

prepared and applied as per manufacturer's specifications including

10 13.52.1 appropriate priming coat, preparation of surface, etc. complete. On Sqm 10.00 201.70 2017.00

Polishing in high gloss/matt finish melamine clear polish on wood

work in required color/wooden shade texture with following process

in the sequence as detailed below: 1. The surface to be polished is

rubbed with sand paper 80/120 no. and then with sand paper of

160/180 nos. 2. Applying two coats of sealer with spray gun and

allowing sufficient drying time for 1st coat and 2nd coat is allowed to

dry for 8 to 12 hrs. 3. On drying of sealer coat, wet rubbing with

emery cloth of finer grading with ample water to remove excess

sealer layer and make the surface further smooth after this wet

rubbing, then surface is applied with special grade melamine fillers to

fill all the small and big holes/grooves etc. Filler coat to be allowed to

dry for 4 to 6 hrs on which again a light wet rubbing is done this

11 13.116 surface is further allowed to dry for 12 hrs. 4. On this, 1st coat of Sqm 92.73 1156.55 107243.41

melamine polish is applied with spray gun using melamine clear

polish and melamine thinner in required proportion. This 1st coat is

allowed to dry for 24 hrs then this dry surface is again fine wet

rubbed smooth, which is further allowed to dry for 12 hrs. The final

melamine polish is applied with compressor pressure spray gun using

melamine clear polish and melamine thinner mixed in required

proportion complete as per direction of Engineer-in-Charge. (Final

coat to be done in 1 or 2 layers without gap of time.)

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

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

C C column by beams and the like including necessary nails for fixing

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) 1057202.23 14743.59

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

i MR-14 With clear toughened glass panes of 6 mm thickness Sqm 38.61 1598.00 61698.78

Filling the gap in between aluminium frame and adjacent

RCC/Brickwork/ Stone Work by providing weather silicon sealant

2 21.8 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 134.10 85.25 11432.03

TOTAL (Carried Over to Summary of Civil Works) 11432.03 61698.78

L 22.0 WATER PROOFING

Providing and laying water proofing treatment in sunken portion of

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

proofing cement compound consisting of applying :

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 SQM 17.78 516.60 9185.66

4 hours 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

brick aggregate 120mm to 40mm including compacting of materials

2 16.3.4 complete as specified and directed for all levels. Cum 2.93 974.25 2859.33

Providing and applying fibre reinforced elastomeric liquid water

proofing membrane with resilient acrylic polymers having Sun

Reflectivity Index (SRI) of 105 on top of concrete roof in three coats

@10.76 litre/ 10 sqm. One coat of self-priming of elastomeric

waterproofing liquid (dilution with water in the ratio of 3:1) and two

coats of undiluted elastomeric waterproofing liquid (dry film

thickness of complete application/system not less than 500 microns).

The operation shall be carried out after scrapping and properly

cleaning the surface to remove loose particles with wire brushes,

complete in all respect as per the direction of Engineer-in-Charge.

TOTAL (Carried Over to Summary of Civil Works) 62597.44 0.00

M MISCELLANEOUS WORK

Providing and fixing Factory made cupboard with 19mm thick pre-

laminated BWR ply as shelves, carcases, drawers etc. , 19mm thick

pre-laminated decorative BWR ply (in high gloss/textured laminate)

as shutter and back with 12 mm thick particle board (one side

laminate one side balancing) with cloth hanging road, lock, tower

bolt, auto-closing hinges, handle etc. complete in all respects as per

1 MR-15 design and technical specification. Main handles shall be of size not Sqm 24.91 10797.00 268946.36

less than 18" and drawer handle shall be of size not less than 8" of

SS-304 (chrome plated / matte finish). 1 number of chrome plated

rod for hanging clothes etc. complete as per direction of Engineer-in-

charge. (for payment purpose shutter area will be measured in sqm)

Providing and fixing Kitchen shall be fitted with factory

manufactured modular kitchen cabinets with cooking platform

made in 19mm thk pre-laminated decorative BWR ply ((in high

gloss/textured laminate) as shelves and shutters with all other

required accessories like handle, hinges etc. complete in all respect

2 MR-16 and as per approved design & detail approved by Engineer-in-charge. Sqm 9.77 15781.00 154101.47

All the accessories including kitchen trolleys, pull-out etc shall be in

SS-304 etc. complete as per direction of Engineer-in-charge. (for

payment purpose shutter area will be measured in sqm)

TOTAL (Carried Over to Summary of Civil Works) 0.00 423047.82

ALL SUB-HEAD TOTAL 8615805.78 724953.10

GRAND TOTAL 9340758.88

GRAND TOTAL 9340758.88

Name of Work:- Construction of Directors Bungalow at MDI campus, Murshidabad, West Bengal.

BILL OF QUNATITIES FOR ELECTRICAL WORKS

DSR 2018 Amount in Rs.

S. No. Description Unit Qty. Rate (Non- Schedule

Item No. (Schedule Items)

INTERNAL ELECTRICAL WORK

1.0 1 SUB HEAD-I: WIRING & SUBMAIN

1.0 1.10 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm

FRLS PVC insulated copper conductor single core cable in surface / recessed

medium class PVC conduit, with modular switch, modular plate, suitable GI box

and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor

single core cable etc as required.

2.0 Wiring for group controlled (looped) light point/fan point/exhaust

fan point/ call bell point (without independent switch etc.) with

1.5 sq. mm FRLS PVC insulated copper conductor single core

cable in surface/ recessed steel conduit, and earthing the point

with 1.5 sq. mm FRLS PVC insulated copper conductor single

core cable etc. as required.

1.0 1.11 Wiring for twin control light point with 1.5 sq.mm FRLS PVC

insulated copper conductor single core cable in surface /

recessed medium class PVC conduit, 2 way modular switch,

modular plate, suitable GI box and earthing the point with 1.5

sq.mm FRLS PVC insulated copper conductor single core cable

etc. as required. Point 15 1057 15855

3.0 1.31 Supplying and fixing suitable size GI box with modular plate and cover in front

on surface or in recess, including providing and fixing 3 pin 5/6 amps modular

socket outlet and 5/6 amps modular switch, connection etc. as required. (For

light plugs to be used in non residential buildings).

4.0 1.32 Supplying and fixing suitable size GI box with modular plate and cover in front

on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps

modular socket outlet and 15/16 amps modular switch, connection etc. as

required. Each 20 495 9900

5.0 1.57 Supplying & fixing suitable size GI box wih modular plate and

cover in front on surface or in recess including providing and

fixing 25 A modular socket outlet and 25 A modular SP MCB, "C"

curve including connections, painting etc. as required. Each 6 639 3834

6.0 1.33 Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden

block including connection etc as required. Each 6 65 390

Name of Work:- Construction of Directors Bungalow at MDI campus, Murshidabad, West Bengal.

BILL OF QUNATITIES FOR ELECTRICAL WORKS

DSR 2018 Amount in Rs.

S. No. Description Unit Qty. Rate (Non- Schedule

Item No. (Schedule Items)

7.0 1.34 Supplying and fixing brass batten/ angle holder including

connection etc. as required.

Supplying and fixing following modular switch/ socket on the

8 1.24 existing modular plate & switch box including connections but

excluding modular plate etc. as required.

8.1 1.24.7 TV antenna socket outlet EACH 6 126.00 756.00

Supplying and fixing following size/ modules, GI box alongwith

9 1.27 modular base & cover plate for modular switches in recess etc.

Supplying and fixing following Modular base & cover plate on

existing modular metal boxes etc. as required.

Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm 4,950.00

solid copper conductor PE insulated, shielded with fine tinned

copper braid and protected with PVC sheath in the existing

surface/ recessed steel/ PVC conduit as required.

Supplying and fixing of following sizes of medium class PVC

conduit along with accessories in surface/recess including

cutting the wall and making good the same in case of recessed

conduit as required.

13.0 1.14 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of

FRLS PVC insulated copper conductor, single core cable in surface/ recessed

medium class PVC conduit as required.

13.2 1.14.3 2 X 4 sq. mm + 1 X 4 sq. mm earth wire Metre 400 200 80000

13.3 1.14.4 2 X 6 sq. mm + 1 X 6 sq. mm earth wire Metre 200 249 49800

13.4 1.14.5 2 X 10 sq. mm + 1 X 6 sq. mm earth wire Metre 1 328 328

13.5 1.14.9 4 X 6 sq. mm + 2 X 6 sq. mm earth wire Metre 25 394 9850

13.6 1.14.10 4 X 10 sq. mm + 2 X 6 sq. mm earth wire Metre 25 543 13575

13.7 1.14.11 4 X 16 sq. mm + 2 X 6 sq. mm earth wire Metre 35 772 27020

Item as stated above Rs.

Name of Work:- Construction of Directors Bungalow at MDI campus, Murshidabad, West Bengal.

BILL OF QUNATITIES FOR ELECTRICAL WORKS

DSR 2018 Amount in Rs.

S. No. Description Unit Qty. Rate (Non- Schedule

Item No. (Schedule Items)

Total of Sub-Head - I 680368.00 0.00

2 SUB HEAD -II: DISTRIBUTION BOARD

1.0 2.4 Supplying and fixing following way, horizontal type three pole and neutral, sheet

steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned

copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder

painted including earthing etc. as required. (But without MCB/RCCB/ Isolator)

2.0 2.3 Supplying and fixing following way, single pole and neutral,

sheet steel, MCB distribution board, 240 V, on surface/ recess,

complete with tinned copper bus bar, neutral bus bar, earth

bar, din bar, interconnections, powder painted including

earthing etc. as required. (But without MCB/RCCB/Isolator)

2.1 2.3.2 8 way , Double door Each 1 1760 1760

3.0 2.10 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "C" curve, miniature

circuit breaker suitable for inductive load of following poles in the existing MCB DB

complete with connections, testing and commissioning etc. as required.

3.1 2.10.1 Single pole Each 68 199 13532

4.0 2.11 Supplying and fixing single pole blanking plate in the existing MCB DB complete

etc. as required. Each 1 8 8

5.0 NS Supplying and fixing following rating, four pole, 415 volts, MCB in the existing

MCB DB complete with connections, testing and commissioning etc. as required.

6.0 2.14 Supplying and fixing following rating, double pole, (single phase and neutral), 240

volts, residual current circuit breaker (RCCB), having a sensitivity current upto 300

milliamperes in the existing MCB DB complete with connections, testing and

commissioning etc. as required.

Total of Sub-Head - II 50962.00 5857.64

Name of Work:- Construction of Directors Bungalow at MDI campus, Murshidabad, West Bengal.

BILL OF QUNATITIES FOR ELECTRICAL WORKS

DSR 2018 Amount in Rs.

S. No. Description Unit Qty. Rate (Non- Schedule

Item No. (Schedule Items)

Sub-Head - III: LIGHTING FIXTURES

1 Supply of Fixtures :

Suppling and fixing single wall mounted 22watt LED type batten fitting compelet

with electronic driver and LED Tube etc directly wall/ ceiling including conecttion

1.1 NS-3 with 1.5 SQMM FR PVC insulated copper conductor and earthing the body etc as Each 1.00 1,306.41 1,306.41

requirede. havells ref. cat. ENDURALINEARNEOBS20WLED830SPCWH

MAKE :HAVELLS/PHILIPS

Supplying and fixing Surface mounted 15/18 watt LED downlighter complete with

integrated electronic driver & LED directly on ceiling including connection with 1.5

NS-4 sq.mm FR PVC insulated copper conductor cable and earthing the body etc. as 10.00 13,700.22

required. .havells ref. cat. ENDURANEOHESURFACEDLS21WLED857S MAKE

1.2 :HAVELLS/PHILIPS Each 1,370.02

Supplying and fixing Recessed mounted 15 watt LED downlighter complete with

integrated electronic driver & LED directly on ceiling including connection with 1.5

NS-5 sq.mm FR PVC insulated copper conductor cable and earthing the body etc. as 35.00 77,063.72

required. .havells ref. cat. INTEGRANEODLR15WLED857S MAKE

1.3 :HAVELLS/PHILIPS Each 2,201.82

Supplying and fixing Surface mounted 10 watt LED type Bulk-head fitting

comprising of pressure die cast housing with acrylic diffuser (IP65) and complete

with integrated electronic driver etc directly on wall/ceiling including connection

NS-6 with 1.5 sq.mm FR PVC insulated 2.00 2,740.04

copper conductor cable and earthing the body etc. as required. .havells ref. cat.

RUGBYNEONFT10WLED860SSYMTOPC MAKE :HAVELLS/PHILIPS

Suppling and fixing single wall mounted 18 watt LED type batten fitting compelet

with electronic driver and LED Tube etc directly wall/ ceiling including conecttion

with 1.5 SQMM FR PVC insulated copper conductor and earthing the body etc as

requirede. havells ref. cat. LHEXBLP7JN1W018 MAKE :HAVELLS/PHILIPS

Supplying & fixing of 5M Flexxible LED strip complete with Electronic Driver ,

fixing arrangements and connections, earthing complete with all hardware,

RA-8 clamps, etc as per specification & as per architects approved colour temperature Mtr. 60.00 67,522.50

etc. with all fixing accessories as required .Havells ref cat :LED Strip SKYCove

1.6 5M WW with driver approved as equivalent. 1,125.38

Name of Work:- Construction of Directors Bungalow at MDI campus, Murshidabad, West Bengal.

BILL OF QUNATITIES FOR ELECTRICAL WORKS

DSR 2018 Amount in Rs.

S. No. Description Unit Qty. Rate (Non- Schedule

Item No. (Schedule Items)

Supply & Installation of Chandelier light fixture complete with Electronic Driver ,

fixing arrangements and connections, earthing complete with all hardware,

RA-9 clamps, etc as per specification & as per architects approved colour temperature Each 0.00 -

etc. with all fixing accessories as required .jaquar ref cat : Chrome CHL-GLD-

1.7 S8051B approved as equivalent. 50,886.52

Supplying and fixing decorative wall bracket fixture in

chrome finish with glass diffuser suitable for 1 X 7.5

watt LED LED Filament Lamp directly on wall including

NS-10 connection with 1.5 sq.mm FR PVC insulated copper Each 27.00 50,201.51

conductor cable and earthing the body etc. as

required. of Hevells Cate. LHFOAJD1TZ1T060 or apporoved equivalent. ( MAKE

1.8 : PHILIPS/HAVELlS) 1,859.32

Supplying and fixing of following types 12 W LED lamp in the

NS-11 existing electrical fitting/ fixtures etc. as required of Hevells cate: NU BULB PLUS Each 27.00 9,247.65

12 W 865 B22 2 STAR or apporoved equivalent. ( MAKE : PHILIPS/HAVELlS)

Supply, Installation, Testing & commissioning of following rating LED post top

lam made in die cast aluminium housing with decorative clear /opal acrylir diffuser

on exiting pipe including connection with 1.5 sqmm copper conductor etc all

1.10 complete as required.

25 Watt LED Post Top Lamp opel Havells ref cat :

NS-12 EACH 22.00

CORALPT25WLED757PSYMTOPC app roved as equivalent.

Supply, Installation, Testing & commissioning of Environmental friendly, new

generation, energy saving, decorative spike light using COB LED as light source

approved as equivalent. Havells ref cat : LYCUSSPS9WLED730PSYMBOTG

1.12 approved as equivalent. 5,382.23

Supply and installation of regular /standard model A.C ceiling fanof 1200mm

sweep including wiring the down rods of standard length (up to 30cm) with 1.5sq

mm FR PVC insulated copper conductor etc. as required .havells PACER

Supplying and fixing two module stepped type electronic fan regulator on the

1.14 1.25 existing modular plate switch box including connections but excluding modular Each 6.00 342.00 2052.00

plate etc. as required.

Supply and installation of 300mm, 230V A.C exhaust fan in the existing opening

NS-15 including making good the damage connection testing commissioning etc as 6.00 15,588.89

1.15 required Havells : Ventil Air - DB NEO Each 2,598.15

Name of Work:- Construction of Directors Bungalow at MDI campus, Murshidabad, West Bengal.

BILL OF QUNATITIES FOR ELECTRICAL WORKS

DSR 2018 Amount in Rs.

S. No. Description Unit Qty. Rate (Non- Schedule

Item No. (Schedule Items)

Total of Sub- Head-III Rs. 2052.00 532473.64

4.0 SUB HEAD-IV - MV PANELS

1.1 NS-16 MDB- 1 (GROUND FLOOR )

Design, Fabrication, Supply, Erection,Testing and commisioning of Powder coated

Main LT Panel fabricated out of 14 guage CRCA sheet steel in cubical,

compartmentallised, free standing floor /wall mounted, dust and vermin proof, with

reinforcement of suitable size angle iron, channel, T -iron or flats as required.

Cable gland plates shall be provided on top as well as bottom of the panels.

Panels shall be treated with all anti-corrosive process before painting as per

specification. Panels shall be suitable for 415V, 3-Phase, Four wire, 50 Hz supply

complete with earth bus and lifting hooks as required in case of large

panels.Approval shall be taken for each panel before fabrication. (All hardwares

like nuts and bolts used shall be Galvanized and Zinc passivated)As per

1 No. 100 amps TPN MCCB(25 KA) with thermal Magnetic release (PRMB-3)

with Class-C transient voltage surge suppression device suitable for 3 phases as

per specifications.

B METERING & INDICATION

i) 1 set of R,Y,B phase indicating lamps

ii) 1 No. (0-500V) Voltmeter with Built-in VSS with 3 nos. 2A SP MCB

iii) 1 No. (0-100A) Ammeter with ASS with 3 nos. 100/5A CT's

iv) 1 No. Digital Electronic KWH meter(Dual Source).

i) 1 Set of 150A TPN Aluminium Bus Bar with colour coded PVC Sleeves

i) 5 No. 63 amps FP MCB with led indication lamp

ii) 2 No. 63 amps DP MCB with led indication lamp

MDB - 1 (Ground Floor) as described above Set 1 104750 104750.073

Total of Sub-Head - IV 0.00 104750.073

5.0 SUB HEAD-V : CABLE & END TERMINATIONS

Supply of MV cable

Name of Work:- Construction of Directors Bungalow at MDI campus, Murshidabad, West Bengal.

BILL OF QUNATITIES FOR ELECTRICAL WORKS

DSR 2018 Amount in Rs.

S. No. Description Unit Qty. Rate (Non- Schedule

Item No. (Schedule Items)

1.0 NS Supply, following sizes of PVC sheathed PVC/XLPE insulated Aluminium

conductor multicore control armoured cable of 1.1 KV grade.

1.1 NS-17 4C- 25 sq mm Aluminium Metre 100 250 24961.44

2.0 9.1 Supplying and making end termination with brass compression gland and

aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE

aluminium conductor cable of 1.1 KV grade as required.

3.0 7.1 Laying of one number PVC insulated and PVC sheathed / XLPE

power cable of 1.1 KV grade of following size direct in ground

including excavation, sand cushioning, protective covering and

refilling the trench etc as required.

Total of Sub-Head - V 32800.00 24961.44

6 SUB HEAD-VI :EARTHING SYSTEM

Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick

including accessories, and providing masonry enclosure with

cover plate having locking arrangement and watering pipe of

2.7 meter long etc. with charcoal/ coke and salt as required.

Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I.

2 5.11 pipe from earth electrode including connection with G.I. nut, bolt, spring, washer RM 20 9660.00

excavation and re-filling etc. as required. 483

Providing and fixing 25 mm X 5 mm G.I. strip on surface or in

recess for connections etc. as required 206

Total of Sub-Head - VI 32,392.00 -

7 SUB HEAD-VII :Solar Photovoltaic Power Plant

Name of Work:- Construction of Directors Bungalow at MDI campus, Murshidabad, West Bengal.

BILL OF QUNATITIES FOR ELECTRICAL WORKS

DSR 2018 Amount in Rs.

S. No. Description Unit Qty. Rate (Non- Schedule

Item No. (Schedule Items)

Supply,Installation,Testing and Commissioning of on grid Solar Photovoltaic 61,060

Power Plant conforming to MNRE specifications as amended,consisting of

Mono/PolyCrystalline silicon solar cells,Metmetering facility, necessary

protections, earthing, mounted on Aluminium/GI structure of suitable strength with

following components complete as required:-a)Solar Photo voltaic Module of

capacity 330W porabove, manufactured in India,conforming to IS

286/IEC61215,IS/IEC61730-Part-1,IS/IEC61730-Part-2.Solar Photo voltaic

Module conversion efficiency shall not be less than 16.5%.PV modulesuse in solar

power plants/systems must be warranted for their output peak watt capacity,which

should not be less than 90% attheend of 10 years and 80% attheend of 25 years.

b) Power Conditioning Unit (PCU)of 350-800 V DC Input voltage range and

400VAC, three phase, 4wire,50Hz+/-2.5Hz, output voltage suitable to generate

Power with efficiency not less than 97%,total harmonic distortion less than 3%and

suitable for ambient temperature from 0 to 50 degree C. The PCU shall adjustthev

oltage and frequency level to suit the Grid Voltage Frequency.c) Data Monitoring

System complete with accessories. d) Fixing of Array junction box& Main junction

box with IP65 protection and termination arrangement for incoming and outgoing

cablealongwithglands,lugsand other accessories etc. as required.e) Lightning and

surge voltage protection. f) Connections & Interconnections by supplying & fixing

required size XLPE insulated copper conductor 1.1kV gade armoured power and

control cables between solar modules,main power cable to grid supply PCU unit

along with supplying & fixing of necessary channel/conduit lugs and other

accessories etc. as required.

Total of Sub-Head - VII 61,060.00 -

All Sub Head Total 859,634.00 668,042.79

Grand Total 1,527,676.79

Grand Total 1,527,676.79

Name of Work : Construction of Director's Bungalow at MDI Campus, Murshidabad, West Bengal.

DETAILED ESTIMATE of Plumbing Work (Internal & External)

S. NO. (DSR-2021) RATE (DSR AMOUNT (for DSR AMOUNT (for

DESCRIPTION UNIT QTY. RATE (NDSR)

Item NO 2021) 2021 items) NDSR items)

SUBHEAD-I (A): SANITARY INSTALLATIONS (As per D.S.R.2021)

1 17.10 Providing and fixing Salem Stainless Steel A ISI 304 (18/8) kitchen sink as

per IS: 13983 with CI brackets and stainless steel waste with plug 40mm

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

walls wherever required.

17.10.1 Kitchen sink with drain board

2 17.32 Providing and fixing mirror of superior glass (of approved quality) and of

required shape and size with plastic moulded frame of approved make

and shade with 6 mm thick hard board backing:

3 17.34 Providing and fixing toilet paper holder:

4 17.2 Providing and fixing white vitreous china pedestal type water closet

(European type W.C. pan) with seat and lid, 10 litre low level white

P.V.C. flushing cistern, including flush pipe, with manually controlled

device (handle lever), conforming to IS : 7231, with all fittings and

fixtures complete, including cutting and making good the walls and

floors wherever required :

17.2.1 W.C. pan with ISI marked white solid plastic seat and lid Each 4 5,540.55 22,162.20 0.00 0.00

5 17.16A Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1

metre long with S.S. triangular plate to Eureopean type W.C. of quality

and make as approved by Engineer - in-charge Each 4 299.35 1,197.40 0.00 0.00

6 17.22A Providing and fixing CP Brass 32mm size Bottle Trap of approved

quality & make and as per the direction of Engineer-in-charge..(sink &

7 17.72 Providing & fixing PTMT towel ring trapezoidal shape 215 mm long 200

mm wide with minimum distance of 37 mm from wall face with

concealed fittings arrangement of approved quality and colour weighing

not less than 88 gms Each 4 204.7 818.80 0.00 0.00

8 18.51 Providing and fixing C.P. brass long body bib cock of approved quality

conforming to IS standards and weighing not less than 690 gms.

9 18.49 Providing and fixing C.P. brass bib cock of approved quality confirming to

10 18.53 Providing and fixing C.P. brass angle valve for basin mixer and geyser

points of approved quality conforming to IS 8931 a) 15 mm nominal bore.

11 17.7A Providing and fixing wash bashin with C.I. brackets, 15mm dia cp brass

singal hole basin mixer of approved quility and make, including painting

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

a) White vitreous china wash basin size 550x400 mm with a 15 mm cp

brass singal hole basin mixer. Each 4 4542.4 18,169.60 0.00 0.00

12 17.28 Providing & fixing PVC waste pipe for sink oncluding PVC waste fitting

17.28.2 Flexible Pipe

13 18.21 Providing and fixing uplasticised PVC connection pipe with brass unions

18.21.2 45 cm length

14 17.22B Providing and fixing CP Brass Single lever telephonic wall mixer of quality

& make as approved by Engineer in charge .

15 18.22 Providing and fixing CP Brass shower rose with 15 or 20 mm inlet Each 4 166.35 665.40 0.00 0.00

18.22.1 100 mm diameter

16 17.73 Providing and fixing PTMT towel rail complete with brackets fixed to

wooden cleats with CP brass screws with concealed fittings arrangement

of approved quality and colour.

17.73.2 600 mm long towel rail with total length of 645 mm, width 78 mm and

effective height of 88 mm, weighing not less than 190 gms. Each 4 600.35 2,401.40 0.00 0.00

S. NO. (DSR-2021) RATE (DSR AMOUNT (for DSR AMOUNT (for

DESCRIPTION UNIT QTY. RATE (NDSR)

Item NO 2021) 2021 items) NDSR items)

17 17.71 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm

high and 112 mm distance from wall of standard shape with bracket of

the same materials with snap fittings of approved quality

and colour, weighing not less than 105 gms. Each 4 146.30 585.20 0.00 0.00

Total of Sub Head-I (A) 76,534.95 -

S. NO. (DSR-2021) RATE (DSR AMOUNT (for DSR AMOUNT (for

DESCRIPTION UNIT QTY. RATE (NDSR)

Item NO 2021) 2021 items) NDSR items)

SUBHEAD-II(A): INTERNAL DRAINAGE INSTALLATIONS (As per D.S.R.2021)

Providing and fixing cast iron trap of self cleansing design with cast iron

screwed down or hinged grating with or without vent arm complete,

including cost of cutting and making good the walls and floors.

100 mm inlet and 100 mm outlet Hubless centrifugally cast iron pipes

epoxy coated inside & outside IS : 15905

100 mm inlet and 75 mm outlet Hubless centrifugally cast iron pipes

epoxy coated inside & outside IS : 15905

2 17.35 Providing and fixing soil, waste, vent and rain water pipes

Hubless centrifugally cast iron pipes epoxy coated inside & outside IS :

Providing and fixing MS holder bat clamps of approved design to cast iron

(spun) pipe embedded in and Including cement concrete blocks 10 x10

3 17.37 x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate

20mm nominal size) including cost of cutting holes and making good the

Providing and fixing bend of required degree with access door, insertion

rubber washer 3mm thick, bolts and nuts complete.

Hubless centrifugally cast iron epoxy coated inside & outside IS : 15905

5 17.39 Providing and fixing plain bend of required degree.

Hubless centrifugally cast iron epoxy coated inside & outside IS : 15905

6 17.42 Providing and fixing double equal plain junction of required degree.

Hubless centrifugally cast iron pipes epoxy coated inside & outside IS :

7 17.44 Providing and fixing single equal plain junction of required degree :

Hubless centrifugally cast iron epoxy coated inside & outside IS : 15905

Providing and fixing single unequal plain junction of required degree

Hubless centrifugally cast iron epoxy coated inside & outside IS : 15905

Providing and fixing Hubless cast iron offsets epoxy coated inside &

outside as per IS : 15905

17.54A.1 130 mm offsets

10 17.56 Providing and fixing terminal guard:

Hubless centrifugally cast iron epoxy coated inside & outside IS : 15905

Providing and fixing shielded coupling for Hubless centrifugally cast iron

17.57A.1.1 SS 304 grade coupling with EPDM rubber gasket Each 195.00 406.30 79228.50 0.00 0.00

12 18.58 Providing and fixing PTMT grating of approved quality and colour

18.58.1 Circular type

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

13 AS PER 19.2 10 graded stone aggregate 40 mm nominal size) alround CI HUBLESS

including bed concrete as per standard design

Note: This work shall be done all-round PIPE AT ground floor's toilet.

S. NO. (DSR-2021) RATE (DSR AMOUNT (for DSR AMOUNT (for

DESCRIPTION UNIT QTY. RATE (NDSR)

Item NO 2021) 2021 items) NDSR items)

DSR Item Providing and fixing G.I. pipes complete with GI fittings and clamps

18.10 including cutting and making good the walls etc. (internal work)

DSR Item Painting with synthetic enamel paint of approved drand and manufacture

13.61 to give an even shade

13.61.1 Two more coast on new work sqm 5.00 131.45 657.25 0.00 0.00

S. NO. (DSR-2021) RATE (DSR AMOUNT (for DSR AMOUNT (for

DESCRIPTION UNIT QTY. RATE (NDSR)

Item NO 2021) 2021 items) NDSR items)

12.41 Providing & fixing on wall face unplasticised -Rigid PVC rain water pipes

conforming to IS:13592 Tyape A included jointing with seal ring

conforning to IS:5382 leaving 10 mm gap for thermal expansion. (i)Single

socketed pipes.

12.42. Providing, fixing on wall face unplasticised - PVC moulded fittings

/accessories for unplasticised - Rigid PVC rain water pipes conforming to

IS ; 13592 Type A including jointing with seal ring conforming to IS ; 5382

leaving 10 mm gap for thermal expansion.

12.43 Providing & fixing unplasticised - PVC pipe clips of approved design to

unplasticised - PVC rain water pipes by means of 50x50x50mm hard

wood plugs, screwed with .M.S. screws of required length including

cutting brick work and fixing in cement mortar 1:4(1cement : 4 coarse

sand) and making good the wall etc. complete.

Total of Sub Head-II (A) 257,267.90 -

SUBHEAD-III(A): WATER SUPPLY INSTALLATIONS (As per D.S.R.2021)

1 17.30 Providing and fixing in position 25 mm diameter mosquito proof coupling

of approved municipal design. Each 2 45.30 90.60 0.00 0.00

2 18.7 Providing and fixing CPVC pipes having thermal stability for hot and cold

water supply including all CPVC plain and brass threaded fittings including

fixing the pipe with clamps at 1.00 mt spacing. this includes jionting of

pipes and fittings with one step CPVC solvent cement and testing of joints

complete as per direction of engineer in charge.

Internal work -Exposed on Wall

18.7.1 15 mm nominal outer dia pipes Rm 5 255.90 1,330.68 0.00 0.00

18.7.2 20 mm nominal outer dia pipes Rm 12 325.10 3,901.20 0.00 0.00

18.7.3 25 mm nominal outer dia pipes Rm 49 408.55 19,937.24 0.00 0.00

18.7.4 32 mm nominal outer dia pipes Rm 33 500.95 16,310.93 0.00 0.00

3 18.8 Providing and fixing CPVC pipes having thermal stability for hot and cold

water supply including all CPVC plain and brass threaded fittings including

fixing the pipe with clamps at 1.00 mt spacing. this includes jionting of

pipes and fittings with one step CPVC solvent cement and the cost of

cutting chases and making good the wall same including testing of joints

complete as per the direction of engineer incharge

concealed work including cutting chases and making good the wall etc.

18.8.1 15 mm nominal outer dia pipes Rm 60 441.15 26,469.00 0.00 0.00

18.8.2 20 mm nominal outer dia pipes Rm 5 513.75 2,466.00 0.00 0.00

4 DSR Item Providing and fixing G.I. pipes complete with GI fittings and clamps

18.10 including cutting and making good the walls etc. (internal work)

5 DSR Item Painting with synthetic enamel paint of approved drand and manufacture

13.61 to give an even shade

13.61.1 Two more coast on new work sqm 19 131.45 2,497.55 0.00 0.00

6 18.17 Providing and fixing of gun metal gate valve with CI wheel of approved

quality (screwed ends)

18.17.2 32 mm dia, nominal bore Each - 589.90 - 0.00 0.00

7 18.19 Providing and fixing gun metal non- return valve of approved quality (PN

S. NO. (DSR-2021) RATE (DSR AMOUNT (for DSR AMOUNT (for

DESCRIPTION UNIT QTY. RATE (NDSR)

Item NO 2021) 2021 items) NDSR items)

8.0 18.16 Providing and fixing brass stop cock of approved quality

9.0 10.2 Structual steel work welded in built up sections, trusses and framed work

including cutting, hoisting, fixing in position and applying a priming coat

of approved steel primer all complete. kg 10 78.20 782.00 0.00 0.00

10.0 18.48 Providing and placing on terrace (at all floor levels) polyethylene water

storage tank, ISI : 12701 marked, with cover and suitable locking

arrangement and making necessary holes for inlet, outlet and overflow

pipes but without fittings and the base support for tank.

11.0 18.18 Providing and fixing ball valve (brass) of approved quality, High or low

pressure, with plastic floats complete

Total of Sub Head-III (A) 141,625.30 -

SUBHEAD-III (B) : WATER SUPPLY- INTERNAL WORK

11 Providing and fixing brass ball valve with SS 304 Stem and ball, teflon seat

complete (PN-16).

15 mm dia nominal bore Each 5 - 0.00 457.14 2285.70

20 mm dia nominal bore Each 5 - 0.00 465.77 2328.87

25 mm dia nominal bore Each 5 - 0.00 705.09 3525.45

Total of Sub Head- III( B) - 8,140.01

[4] EXTERNAL SEWERAGE SYSTEM

SECTION-IV- SEWERAGE NETWORK

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

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

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

the soil as required, in layers not exceeding 20 cm in depth, including

consolidating each deposited layer by ramming, watering, etc. and

disposing of surplus excavated soil as directed, within a lead of 50 m :

2.10.1 All kinds of soil

up to 1.50 m depth

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

2 2.11 Extra for excavating trenches for pipes, cables etc. in all kinds of soil for

depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over

corresponding basic item for depth upto 1.5 metre). metre 5.00 530.03 2650.17 0.00 0.00

3 19.1 Providing laying and jointing glazed stoneware pipes grade ‘A’ with stiff

mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine

sand) including testing of joints etc. complete.

4 19.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand :

10 graded stone aggregate 40 mm nominal size) alround SW pipes

including bed concrete as per standard design.

7 19.70 Constructing brick masonry manhole with F.P.S. bricks in cement

mortar 1 : 4 (1 cement : 4 coarse sand) RCC top slab with 1 : 2 : 4 mix (1

cement : 2 coarse sand : 4 grade stone aggregate 20mm nominal size);

foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded

stone aggregate 40 mm nominal size) inside plastering 12 mm thick

with cement mortar 1:3 (1cement 3 coarse sand ) finished with a floating

coat of neat cement and making channels in cement concrete 1:2:4

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

finishd with a floating coat of neat cement complete as per standard

a 19.7.1 Inside size 90x80 cm and 45 cm deep including C.I. cover with frame

(light duty) 455x610 mm internal dimensions, total weight of cover and

frame to be not less than 38 kg (weight of cover 23 kg and weight of

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

S. NO. (DSR-2021) RATE (DSR AMOUNT (for DSR AMOUNT (for

DESCRIPTION UNIT QTY. RATE (NDSR)

Item NO 2021) 2021 items) NDSR items)

b 19.7.2 Inside size 120x90 cm and 90 cm deep including C.I. cover with frame

(medium duty) 500 mm internal diameter, total weight of cover and

frame to be not less than 116 kg (weight of cover 58 kg and weight of

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

8 19.80 Extra for depth for manhole with F.P.S. bricks

S. NO. (DSR-2021) RATE (DSR AMOUNT (for DSR AMOUNT (for

DESCRIPTION UNIT QTY. RATE (NDSR)

Item NO 2021) 2021 items) NDSR items)

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

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

9 19.16 Providing orange colour safety foot rest of minimum 6 mm thick plastic

encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS :

1786, having minimum cross section as 23 mmx25 mm and over all

minimum length 263 mm and width as 165 mm with minimum 112 mm

space between protruded legs having 2 mm tread on top surface by

ribbing or chequering besides necessary and adequate anchoring

projections on tail length on 138 mm as per standard drawing and

suitable to with stand the bend test and chemical resistance test as per

specifications and having manufacture's permanent identification mark

to be visible even after fixing, including fixing in manholes with 30x20x15

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

stone aggregate 20 mm nominal size) complete as per design.

10 19.4 Providing and fixing square mouth SW gully trap grade ‘A’ complete CI

grating brick masonry chamber with bricks of class designation 75 and

water tight CI cover with frame of 300 x 300 mm size (inside) the weight

of cover to be not less than 13.00 kg and frame to be not less than 5 kg.

as per standard design. (COVER MIN. 4.5 KG & FRAME MIN.2.7 KG )

19.4.3.1 180x150 mm size P type With FPS bricks each 3.00 2534.00 7602.00 0.00 0.00

11 19.21.1 Making connection of drain or sewer line with existing manhole including

breaking into and making good the walls, floors with cement cincrete

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

nominal size) cement plastered on both sides with cement mortar 1:3

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

and making necessary channels for the drain etc. complete for pipes 100

Total of Sub Head-IV 170,119.92 -

[5] EXTERNAL STORM DRAINAGE SYSTEM

SECTION -V-DRAINAGE NETWORK

1 19.6 Providing and laying non-pressure NP2 class (light duty) RCC pipes with

collars jointed with stiff mixture of cement mortar in the proportion of

1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. (for

storm drainage)

2 4.1 Providing and laying in position cement concrete of grade excluding the

cost of centering and shuttering - all work up to plinth level

4.1.10 1:5:10 (1 cement : 5 coarse sand : 10 graded ston aggregate 40 mm

3 19.27 Constructing brick masonry road gully chamber 50x45x60 cm with bricks

of class designation 75 in cement mortar 1:5 (1 cement : 5 fine sand)

including 500 x 450 mm (heavy duty) precast RCC horizontal grating with

frame complete as per standard design:

4 19.21.1 Making connection of drain or sewer line with existing manhole including

breaking into and making good the walls, floors with cement cincrete

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

nominal size) cement plastered on both sides with cement mortar 1:3

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

and making necessary channels for the drain etc. complete for pipes 100

Total of Sub Head- V 173,756.32 -

[6] EXTERNAL WATER SUPPLY SYSTEM AND PUMPS

SECTION- VI- DISTRIBUTION NETWORK FOR FRESH WATER SUPPLY

1 18.12 Providing and fixing G.I. pipes complete with G.I. fittings including

,trenching and refilling etc.

S. NO. (DSR-2021) RATE (DSR AMOUNT (for DSR AMOUNT (for

DESCRIPTION UNIT QTY. RATE (NDSR)

Item NO 2021) 2021 items) NDSR items)

2.00 DSR Item Painting GI pipes and fittings with two coats of anti corrosive bitumastic

18.40 paint of approved quality

3.0 Providing and fixing gun metal gate valve with C.I. wheel of approved

quality (screwed end) :

S. NO. (DSR-2021) RATE (DSR AMOUNT (for DSR AMOUNT (for

DESCRIPTION UNIT QTY. RATE (NDSR)

Item NO 2021) 2021 items) NDSR items)

4.0 Providing and filling sand of grading zone V or coarser grade all-round the

G.I. pipes in external work.

7.0 18.32.1 Constructing masonry chamber 30x30x50 cm,inside with 75 class

designation brick work in cement mortar 1:4 (1 cement:4 coarce sand)

for stop cock complete with C.I. surface box 100x100x75mm (inside) with

locking arrangement and RCC top slab 1:2:4 mix (1 cement : 2 corase

sand: 4 graded stonr aggregate 20mm nominal size) necessary excavation

foundation concret 1:5:10 (1 cement:5 fine sand : 10 graded stone

aggregate 40 mm nominal size) and inside plastering with cement mortor

1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat

of neat cement complete as per standard design.

9.00 2.10 Excavating trenches of required width for pipes, cables etc. including

excavation for sockets and dressing of sides, ramming of bottom depth

upto 1.5 M including getting out the excavated soil (HARD OR SOFT) and

then returning the soil as required in layers not exceeding 20 cms in

depth including consolidating each deposited layer by ramming, watering

etc. and disposing of surplus excavated soil as directed within a lead of

50m. [hard/Dense soil]

2.10.1 All kind of soil

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

10.00 DSR 2.11 Extra for excavating trenches for pipes, cables etc. in all kinds of soil for

depth exceeding 1.5m,but not exceeding 3 m.(Rate is over corresponding

basic item for depth up to 1.5 metre). Mtr. 2 470.35 940.71 0.00 0.00

11.00 10.2 Structual steel work welded in built up sections, trusses and framed work

including cutting, hoisting, fixing in position and applying a priming coat

of approved steel primer all complete. kg 5 78.20 391.00 0.00 0.00

12.00 18.13.2 Making connection of GI distribution branch with GI main of 50-80mm

nominal bore by providing and fixing tee, including cutting and threading

the pipe etc. complete. Item 1 1,513.70 1,513.70 0.00 0.00

Total of Sub Head- VI 46,108.21 -

All Sub Head Total 865,412.60 8,140.01

Grand total 873,552.61

Grand total 873,552.61

Name of Work:- Construction of Director's Bungalow at MDI campus, Murshidabad

BOQ - CIVIL WORKS

Sl. No. DSR-2021 DESCRIPTION UNIT Road QTY. DSR RATE DSR Amount NDSR RATE NDSR Amount

Preparation and consolidation of sub grade with power

road roller of 8 to 12 tonne capacity after excavating earth

to an average of 22.5 cm depth, dressing to camber and

1 16.1 consolidating with road roller including making good the Sqm 112.00 180.50 20216.00 0.00 0.00

undulations etc. and re-rolling the sub grade and disposal

of surplus earthwith lead upto 50 metres.

Providing and laying in position cement concrete of

specified grade excluding the cost of centering and

shuttering - All work up to plinth level :

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

40 mm nominal size)

Centering and shuttering including strutting, propping etc.

and removal of form work for :

i 4.3.1 Foundations, footings, bases for columns Sqm 6.00 307.95 1847.70 0.00 0.00

Painting runway/taxi track/apron marking with adequate

nos of coats to give uniform finish with road marking paint

of superior make as approved by the Engineer-in-charge,

4 16.47 i/c cleaning the surface of ail dirt, scales, oil, grease and

other foreign material etc. and lining out

i 16.47.1 New work (Two or more coats) Sqm 25.00 158.50 3962.50 0.00 0.00

Providing and laying at or near ground level factory made

kerb stone of M-25 grade cement concrete in position to

the required line, level and curvature, jointed with cement

mortar 1:3 (1 cement: 3 coarse sand), including making

joints with or without grooves (thickness of joints except at

sharp curve shall not to more than 5mm), including making

5 16.69 drainage opening wherever required complete etc. as per Cum 2.00 8613.55 17227.10 0.00 0.00

direction of Engineer-in-charge (length of finished kerb

edging shall be measured for payment). (Precast C.C. kerb

stone shall be approved by Engineer-in-charge).

Providing and laying 60mm thick faciory made cement

concrete interlocking paver block of M -30 grade made by

block making machine with strong vibratory compaction, of

approved size, design & shape, laid in required colour and

pattern over and including 50mm thick compacted bed of

coarse sand, filling the joints with line sand etc. all

complete as per the direction of Engineer-in-charge.

TOTAL for Road Work 206699.75 0.00

B HORTICULTURE AND LAND SCAPING

Supplying and stacking of good earth at site including

royalty and carriage upto 5 km complete (earth measured

in stacks will be reduced by 20% for payment).

Supplying and stacking at site dump manure from

approved source, including carriage upto 5 km complete

i 2.4.2 (manure

Screenedmeasured in stacks

through sieve of I.S.will be reduced

designation 16by

ii 2.4.3 Screened through sieve of I.S. designation 4.75 mm Cum 111.30 319.90 35604.87 0.00 0.00

3 2.7 Fine dressing of the ground. Sqm 371.00 3.70 1372.70 0.00 0.00

Spreading of sludge, dump manure and/or good earth in

required thickness as per direction of officer-in-charge

(cost of sludge, dump manure and/ or good earth to be

paid separately).

Mixing earth and sludge or manure in the required

5 2.9 proportion specified or directed by the Officer-in-charge Cum 144.90 36.55 5296.10 0.00 0.00

Sl. No. DSR-2021 DESCRIPTION UNIT Road QTY. DSR RATE DSR Amount NDSR RATE NDSR Amount

Grassing with selection No. 1 grass including watering and

maintenance of the lawn for 60 days or more till the grass

forms a thick lawn, free from weeds and fit for mowing

including supplying good earth, if needed (the grass and

earth shall be paid for separately).

Digging holes in ordinary soil and refilling the same with

the excavated earth mixed with manure or sludge in the

ratio of 2:1 by volume (2 parts of stacked volume of earth

after reduction by 20% : 1 part of stacked volume of

7 2.14 manure after reduction by 8%) flooding with water,

dressing including removal of rubbish and surplus earth, if

any, with all leads and lifts (cost of manure, sludge or extra

good earth if needed to be paid for separately) :

ii 2.14.2 Holes 90 cm dia, and 90 cm deep Each 2.0 143.10 286.20 0.00 0.00

iii 2.14.3 Holes 60 cm dia, and 60 cm deep Each 5.0 43.75 218.75 0.00 0.00

iv 2.14.4 Holes 45 cm dia, and 45 cm deep. Each 5.0 18.70 93.50 0.00 0.00

Providing Circular Cement Concrete pots of specified size,

cast with cement concrete of nominal mix 1:2:4 (1 cement:

2 coarse sand: 4 graded stone aggregate 6 mm nominal

size), reinforced with 7 Nos ( 3 nos horizontal & 4 nos

vertical “ U “ shape) M.S. wires of 3.5 mm dia as per

design, including required form work, finishing with

i 2.29.1 cement punning

Top inside dia 35on exposed

cm, surface,dia

outer bottom curing for specified

35 cm withSquare

Providing wall thickness

CementofConcrete

25.4 mmpots of specified size,

cast with cement concrete of nominal mix 1:2:4 (1 cement:

2 coarse sand: 4 graded stone aggregate 6 mm nominal

size), reinforced with 7 Nos ( 3 nos horizontal & 4 nos

vertical “ U “ shape) M.S. wires of 3.5 mm dia as per

design, including required frame work, finishing with

cement punning on exposed surface, curing for specified

period and stacking in required rows & height, all complete

as per direction of Officer-in-charge.

i 2.30.1 Top inner width 35 cm, outer bottom width 25 cm, total Each 7.0 257.60 1803.20 0.00 0.00

Supplying and wall of

& Stacking thickness 25.4

Selection mmdoob grass turf at

site fresh & free from weeds having proper roots in green

10 2.35 including loading, unloading, carriage and all taxes paid Sqm 371.00 50.80 18846.80 0.00 0.00

etc.and as per direction of officer in charge.

Complete maintenance of the entire garden features

having as per yard stick in the garden area i.e. lawn trees,

shrubs, hedge, flower beds, foliages, creepers etc.

11 2.40 including hoeing,weeding pruning replacement of plants,

gap filling, watering, mowing of lawn, grass cutting by lawn

mover and brush cutter , removal of garden waste,

applying insecticide, pesticide & fertilizers(whenever

Play grounds / Public parks (as per yard stick 1Mali Per

=2.00Acre). Sq.Mt.

Complete maintenance of shrubs (Out side garden

features), jobs like making of basin at regular interval i/c

watering, weeding, pruning & application of fertilizer etc, Per Shrub

12 2.43 (excluding the cost of material which shall be supplied by Per 25.0 38.00 950.00 0.00 0.00

the department) and as per direction of officer in charge. Month

Providing & fixing of White River (Stone) Pables size of 2"

to 2.50" dia in natural colour at site of work including

13 2.50 loading, unloading, carriage and all taxes paid etc.and as Qtl. 2.0 610.70 1221.40 0.00 0.00

per direction of officer in charge.

Providing and applying anti termite treatment of infected

trees i/c all branches/leaves by spraying chemical emulsion

0.5% (Chlorpyriphos 20% EC) concentration through power

14 2.55 spray machine (@ 100 ml Chlorpyriphos per tree i/c cost of 17.0 59.60 1013.20 0.00 0.00

chemical) and as per direction of officer-in-charge.and as

per direction of officer-in-charge.

Sl. No. DSR-2021 DESCRIPTION UNIT Road QTY. DSR RATE DSR Amount NDSR RATE NDSR Amount

Anti termite treatment of lawn area through premise

30.50% I P. one liter premise diluted in 499 liters water and

applying solution @ 1.00 litre solution per sqm lawn or bed

area.(two application) i/c cost of chemical)and as per

direction of officer-in-charge.and as per direction of officer-

16 4.0 Rose Plants

Providing and Displaying plants Budded Rose (H.T. variety)

3 to 4 healthy branch 30 cm and above ht. well developed

i 4.91 with one and above flower plant in 20 cm Earthen Pot, as Each 5.0 32.80 164.00 0.00 0.00

per direction of the officer-in-charge.

Providing and Displaying plants Creeper Rose variety 3 to 4

healthy branch 60 cm and above ht. well developed with

ii 4.92 one and above flowers in 25 cm Earthen Pot, as per Each 5.0 75.85 379.25 0.00 0.00

direction of the officer-in-charge.

Providing and Displaying plants Standard Rose (H.T.

variety) 3 to 4 healthy branch 90 cm and above ht. well

iii 4.93 developed with one and above flowers in 25 cm Earthen Each 7.0 150.70 1054.90 0.00 0.00

Pot, as per direction of the officer-in-charge.

17 5.0 Ornamental Plants

Providing and Displaying Bismarkia Palm plant 115 to 180

cm ht., well developed 12 and above good color fresh and

i 5.11 healthy leaves in 40 cm Cement Pot as per direction of the Each 4.0 1937.25 7749.00 0.00 0.00

officer-in-charge.

Providing and Displaying Bougainvillea named variety,

Sobhra, Thima, Marry palmar, Cherry Blossom etc. well

ii 5.12 developed with fresh & healthy bushy plant in full bloom Each 5.0 322.90 1614.50 0.00 0.00

75 to 90 cm ht. in 40 cm Cement Pot as per direction of the

officer-in-charge.

Providing and Displaying Cycus revoluta in 35 cm challi,

specimen plant, having 30 to 40 with fresh and healthy,

iii 5.14 leaves having 25cm to 30cm circumfrance of base stem Each 3.0 1183.90 3551.70 0.00 0.00

well developed as per direction of the officer-in-charge.

Providing and Displaying Cyprus Golden plant Conical

Shape 150 to 165 cm ht., with fresh and healthy Golden

colour foliage in 35cm Cement Pot as per direction of the

officer-in-charge.

Providing and Displaying Ficus Long Island topiary plant

well developed with fresh & healthy 5 to 6 ball specific size

and shape 120 to 150 cm ht in 40 cm Cement Pot as per

direction of the officer-in-charge.

Providing and Displaying Foxtail palm plant well developed

with fresh & healthy foliage of ht. 210 to 240 cm in big 40

cm Cement Pot as per direction of the officer-in-charge.

Providing and Displaying Golden Bottle brush Topiary plant

well developed with fresh & healthy foliage 5 to 6 big ball

115 to 180 cm ht in 40 cm Cement Pot as per direction of

the officer-in-charge.

Providing and Displaying Latania Rubra Palm plant well

developed with fresh & healthy foliage 150 to 180 cm ht.

with 6 to 7 leaves in big 35 cm Cement Pot as per direction

of the officer-in-charge.

Providing and Displaying Topiary plant of Ficus Bush King

well developed with fresh & healthy foliage from Top to

Bottom with single piller 60 to 75 cm spread, 210 to 225

cm ht., in 35 cm Cement Tray/Cement Pot as per direction

of the officer-in-charge.

18 6.0 Ground Covers Plants

Providing and Displaying of Clerodendron inerme plant of

ht. 30 cm to 40 cm multi branched in 25 cm size of Earthen

Pot / Plastic Pot & as per direction of the officer-in-charge.

Providing and Displaying of Duranta Golden plant, having

ht.15 to 20 cm bushty shape plant with fresh and healthy

ii 6.12 leaves in 20 cm size of Earthen Pot / Plastic Pot & as per Each 2.0 20.00 40.00 0.00 0.00

direction of the officer-in-charge..

Sl. No. DSR-2021 DESCRIPTION UNIT Road QTY. DSR RATE DSR Amount NDSR RATE NDSR Amount

Providing and Displaying of Iresine herbstii plant, of height

20-30 cm., full of branches well developed in 20 cm size of

Earthen Pot / Plastic Pot & as per direction of the officer-in-

Providing and Displaying of Wadelia trilobata plant,full of

iv 6.31 leaves in 15 cm size of Poly bags & as per direction of the Each 2.0 15.00 30.00 0.00 0.00

officer-in-charge.

19 7.0 Tree Plants

Supply and stacking of Alstonia scholaris plant of height

i 7.4 150-165 cm. in bag of size 25 cm as per direction of the Each 5.0 65.00 325.00 0.00 0.00

officer-in-charge.

Supply and stacking of Azadirachta indica ( Neem ) plant of

height 120- 130cm in big polybag of size 25 cm as per

direction of the officer-in-charge.

Supply and stacking of Bottle palm plant of ht. 270-300 cm

bottom girth 40-50 cm well developed in big HDPE bags as

per direction of the officer-in-charge.

Supply and stacking of Callistemon lanceolatus plant of

height 150-165 cm. in big poly bags of size 25 cm as per

direction of the officer-in-charge.

Supply and stacking of Delonix regia (Gulmohar) plant of

height 150-165 cm. in big poly bags of size 25 cm as per

direction of the officer-in-charge

Supply and stacking of Ficus benjamina (green) plant of

height 150-165 cm., bushy with healthy branches and lush

vi 7.27 green foliage in big size HDPE bags as per direction of the Each 4.0 180.00 720.00 0.00 0.00

officer-in-charge.

Supply and stacking of Ficus bengalensis (Bargad) plant of

vii 7.28 height 120-135 cm. in big poly bags of size 25 cm as per Each 5.0 65.00 325.00 0.00 0.00

direction of the officer-in-charge.

Supply and stacking of Ficus nuda plant of height 150-165

cm., bushy with healthy branches and lush green foliage in

big size HDPE bags as per direction of the officer-in-charge.

Supply and stacking of Ficus religiosa (Peepal) plant of

height 150-165 cm. in big poly bags of size 30 cm as per

direction of the officer-in-charge.

Supply and stacking of Nauclea cadamba (Kadam) plant of

height 150-165 cm. in big poly bag of size 25 cm as per

direction of the officer-in-charge.v

Supply and stacking of Plumeria acutifolia plant of height

150-165 cm. with 3-4 branches in big size HDPE bag as per

direction of the officer-in-charge.

Supply and stacking of Plumeria rubra plant of height 120-

150 cm. with 3- 4 branches and thick stem in big size HDPE

bags as per direction of the officer-in-charge.

Supply and stacking of Polyalthia longifolia (Ashok) plant of

xiii 7.75 height 180- 195 cm. in gunny bag of size 30 cm as per Each 4.0 100.00 400.00 0.00 0.00

direction of the officer-incharge.

Supply and stacking of Eugenia jambolana (Jamun) plant of

xiv 7.83 height 150- 165 cm. in big poly bags of size 25 cm as per Each 2.0 75.00 150.00 0.00 0.00

direction of the officer-in-charge.

Supply and stacking of Washingtonia filifea palm plant

stem ht. 120-135 cm with 8-10 healthy leaves lush green

leaves well developed in big size HDPE Bags as per

direction of the officer-in-charge.

20 8.0 SHRUBS

Supply and stacking of plant Euphorbia caracasana (bronze

colour leaves) of height 60-75 cm. with 2-3 branches in

earthen pots of size 20 cm as per direction of the officer-in-

Supply and stacking of plant Ficus blackii (F.vivion) (bushy)

of height 150- 165 cm. with 8-10 branches and healthy

foliage in earthen pots of size 30 cm as per direction of the

officer-in-charge.

Sl. No. DSR-2021 DESCRIPTION UNIT Road QTY. DSR RATE DSR Amount NDSR RATE NDSR Amount

Supply and stacking of plant Hibiscus rosasinensis of height

iii 8.37 90-105 cm., bushy in big size HDPE bag as per direction of Each 2.0 90.00 180.00 0.00 0.00

the officer-in-charge.

Supply and stacking of plant Malpighia coccigera of height

iv 8.45 30-45 cm., multibranched in earthen pots of size 20 cm as Each 3.0 50.00 150.00 0.00 0.00

per direction of the officer-in-charge.

Supply and stacking of plant Nerium oleander (kaner) of

height 60-75 cm. with 5-6 branches in poly bags of size 25

cm as per direction of the officer-in-charge.

Supply and stacking of plant Putranjiva roxburghii of ht. 60-

vi 8.57 75 cm in bag of size 20 cm as per direction of the officer-in- Each 2.0 30.00 60.00 0.00 0.00

Supply and stacking of plant Thuja compacta of height 75-

90 cm., conical shaped, well formed with healthy foliage in

vii 8.76 earthen pots of size 30 cm as per direction of the officer-in- Each 2.0 130.00 260.00 0.00 0.00

TOTAL (Carried Over to Summary of Civil Works) 213537.87 0.00

GRAND TOTAL 420237.62 0.00

GRAND TOTAL 420237.62 0.00

Total of DSR & NDSR 420237.62

Name of Work:- Construction of Director's Bungalow at MDI Campus, Murshidabad

Detailed Estimate of BOUNDARY WALL WORKS

Sl. No. DSR-2021 DESCRIPTION UNIT Qty. DSR RATE DSR Amount NDSR RATE

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 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 39.00 205.45 8012.55

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

i 2.26.1 /Allbanking

kinds ofexcavated

soil or stacked materials. Cum 2.44 104.50 254.72

Filling available excavated earth (excluding rock) in trenches,

plinth, sides of foundation etc, in layers of not exceeding 20 cm in

3 2.25 depth, consolidating each deposited layer by rammiing and Cu.Mt. 26.97 253.95 6850.02

watering lead upto 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

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

4 1.1.2 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.

i 1.1.2 (8) (Lead upto 5KM away from the site) Cu.Mt. 12.03 271.45 3264.49

TOTAL of sub head A 18381.78 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

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

sources : 8 graded stone aggregate 40 mm nominal size derived

from natural sources)

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

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

2 4.11 natural sources : 4 graded stone aggregate 20mm nominal size Sqm 20.56 452.25 9297.50

derived from natural sources).

Extra for providing and mixing water proofing material in cement

concrete work in doses by weight of cement as per manufacturer's Per 50 kg

specification. cement

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

4 4.13 finally with a piece of cloth lightly soaked in kerosene oil. Sqm 20.56 113.85 2340.56

TOTAL of sub head B 46272.84 0.00

C 5.0 REINFORCED CEMENT CONCRETE WORK

Centering and shuttering including strutting, propping etc. and

1 5.9 removal of form for :

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

Lintels, beams, plinth beams, girders, bressumers and cantilevers

Columns, Pillars, Piers, Abutments, Posts and Struts.

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

cutting, bending, placing in position and binding all complete upto

Sl. No. DSR-2021 DESCRIPTION UNIT Qty. DSR RATE DSR Amount NDSR RATE

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

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

cutting, bending, placing in position and binding all complete

above plinth level.

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

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

4 5.33 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

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

5 5.35 above the specified cement content therein. quintal 3.50 688.45 2411.97

TOTAL of sub head C 353068.64 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) Cu.Mt. 3.08 6658.25 20532.37

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

2 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) Cu.Mt. 33.92 7676.30 260389.52

TOTAL of sub head D 280921.89 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

1 10.25 approved steel primer using structural steel etc. as required

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

Providing and fixing concertina coil fencing with punched tape

concertina coil 600 mm dia 10 metre openable length ( total length

90 m), having 50 nos rounds per 6 metre length, upto 3 m height

of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m

apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied

with G.I. staples and G.I. clips to retain horizontal, including

necessary bolts or G.I. barbed wire tied to angle iron, all complete

as per direction of Engineer-in-charge, with reinforced barbed

tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile

strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight

43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid

Sl. No. DSR-2021 DESCRIPTION UNIT Qty. DSR RATE DSR Amount NDSR RATE

Supplying at site Angle iron post & strut of required size including

bottom to be split and bent at right angle in opposite direction for

10 cm length and drilling holes upto 10 mm dia. etc. complete.

TOTAL of sub head E 62522.20 0.00

F 13.0 FINISHING WORK

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

2 13.6 20 mm cement plaster of mix :

Extra for providing and mixing water proofing material in cement

3 13.21 plaster work in proportion recommended by the manufacturers. 51.24 60.55 3102.53

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 386.22 245.00 94624.93

Painting with synthetic enamel paint of approved brand and

5 13.61 manufacture to give an even shade :

i 13.61.1 Two or more coats on new work Sqm 17.33 131.45 2277.77

TOTAL of sub head F 248632.88 0.00

Total of Sub Heads 1009800.21 0.00

Total of DSR & NDSR 1009800.21