Construction of MP Hall G at JNV, Simdega Jharkhand along with external development and allied services on behalf of Navodaya Vidyalaya Samiti Gov

NAME OF WORK :- Construction of MP Hall at JNV, Simdega

GENERAL ABSTRACT OF COST

COST AS PER COST AS PER

S.NO. DESCRIPTION MARKET

DSR 2021 (RS.) DSR 2022 (RS.)

1 Main Building-MP

1.0 CIVIL WORK MAIN BUILDING 2,10,96,978.58 14,75,442.78

2.0 INTERNAL PLUMBING WORKS 4,29,177.44 5,03,695.33

4.0 Fire alarm system 63,045.53 87,288.00

5.0 INTERNAL ELECTRICAL WORK 14,04,100.81 6,43,775.78

Development Work

1.0 PATHWAY WORKS 6,81,215.60 0.00

3.0 External water supply 1,49,338.42 0.00

4.0 Sewerage & Drainage 4,58,590.13 0.00

5.0 External Electrification works

(i) Supply and laying of cable 1,11,019.90 79,885.20

(ii) External Lights 0.00 70,537.32

Grand Total 2,92,18,511.06

Grand Total 2,92,18,511.06

Digitally signed by PRIYA

NBCC (INDIA) LTD

SUB: CONSTRUCTION OF MP HALL AT JNV SIMDEGA, JHARKHNAD

BILL OF QUANTITY (CIVIL ITEMS)

DSR 2021 DSR-2021

DESCRIPTION Unit Qty MR RATE DSR Amount

2.6 Earth work in excavation by mechanical means (Hydraulic

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

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

getting out and disposal of excavated earth lead upto 50 m

and for all lift, as directed by Engineer-in-charge.

2.6.1 All kinds of soil cum 317.17 251.1 79,640.14

2.8 Earth work in excavation by mechanical means (Hydraulic

excavator) / manual means in foundation trenches or drains

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

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

including getting out the excavated soil and disposal of

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

2.8.1 All kinds of soil. cum 91.00 350.58 31,902.89

2.25 Filling available excavated earth (excluding rock) in trenches, 310.37

plinth, sides of foundations etc. in layers not exceeding 20cm

in depth, consolidating each deposited layer by ramming and

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

2.25(a) Excavating, supplying, stacking and filling of local earth 450.56

(including royalty) by mechanical transport upto a lead of 5km

also including ramming and watering of the earth in layers not cum 414.00 1,86,529.85

exceeding 20 cm in foundation trenches, plinth, sides of

foundation etc. complete for all lift.

2.34 Supplying chemical emulsion in sealed containers including

delivery as specified.

2.35 Diluting and injecting chemical emulsion for POST-

CONSTRUCTIONAL anti-termite treatment:

2.35.2 Along the external wall below concrete or masonry apron 54.63

using chemical emulsion @ 2.25 litres per linear metre

including drilling and plugging holes etc.: With Chlorpyriphos/

Lindane E.C. 20% with 1% concentration

2.35.3 Treatment of soil under existing floors using chemical

emulsion @ one litre per hole, 300 mm apart including drilling

12 mm diameter holes and plugging with cement mortar 1 :2

(1 cement : 2 Coarse sand) to match the existing floor:

2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration metre 725.00 313.06 2,26,968.78

4.1 Providing and laying in position cement concrete of specified

grade excluding the cost of centering and shuttering - All work

up to plinth level

4.1.10 1:5:10 (1 cement : 5 coarse sand (zone-lll) derived from 7394.96

natural sources : 10 graded stone aggregate 40 mm nominal cum 97.35 7,19,899.28

size derived from natural sources)

4.10 Providing and laying damp-proof course 40 mm thick with 453.24

cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-lll)

derived from natural sources : 4 graded stone aggregate 12.5

mm nominal size derived from natural sources)

4.12 Extra for providing and mixing water proofing material in per bag of 69.85

cement concrete work in doses by weight of cement as per 50kg

manufacturer’s specification. cement

4.13 Providing & applying a coat of residual petroleum bitumen of 139.14

grade of VG-10 of

approved quality using 1.7kg per square metre on damp proof

course after cleaning sqm 67.68 9,417.32

the surface with brushes and finally with a piece of cloth lightly

soaked in kerosene

4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 833.1

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

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

nominal size, well rammed and consolidated and grouted with

fine sand, including necessary excavation, levelling &

dressing & finishing the top smooth.

16.7 Brick edging in full brick width and half brick depth including

excavation, refilling and disposal of surplus earth lead upto 50

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

designation 7.5

16.7.1 With common burnt clay F.P.S. (non modular) bricks of class 219.38

designation 7.5

2 Digitally signed by PRIYA

NBCC (INDIA) LTD

SUB: CONSTRUCTION OF MP HALL AT JNV SIMDEGA, JHARKHNAD

BILL OF QUANTITY (CIVIL ITEMS)

DSR 2021 DSR-2021

DESCRIPTION Unit Qty MR RATE DSR Amount

5.3 Reinforced cement concrete work in beams, suspended 13100.87

floors, roofs having slope up to 15° landings, balconies,

shelves, chaijjas, lintels, bands, plain window sills, staircases

and spiral stair cases above plinth level up to floor five level,

excluding the cost of centering, shuttering, finishing and

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

lll) derived from natural sources : 3 graded stone aggregate

20 mm nominal size derived from natural sources).

5.9 Centering and shuttering including strutting, propping etc. and

removal of form for all heights :

5.9.1 Foundations, footings, bases of columns etc. for mass 376.37

5.9.3 Suspended floors, roofs, landings, balconies and access 936.86

5.9.4 Shelves (Cast in situ) sqm 3.00 936.86 2,810.58

5.9.5 Lintels, beams, plinth beams, girders, bressumers and 743.51

5.9.6 Columns, Pillars, Piers, Abutments, posts and Struts Sqm 462.00 982.94 4,54,115.99

5.9.7 Stairs, (excluding landings) except spiral-staircases. Sqm 102.85 803.89 82,679.70

5.9.16 Edges of slabs and breaks in floors and walls.

5.9.19 Weather shade, chajjas, corbels etc. including edges. sqm 28.80 996.01 28,685.16

5.11.1 Extra for additional height in centering, shuttering where ever 390.18

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

shuttering and decentering at all levels, over a height of 3.5 sqm 249.90 97,505.90

m, for every additional height of 1 metre or part

thereof (Plan area to be measured). Suspended floors, roofs,

landing, beams and balconies (Plan area to be measured)

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

cutting, bending, placing in position and binding all complete

upto plinth level

5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or 109.57

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

cutting, bending, placing in position and binding all complete

above plinth level.

5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500 D or 109.57

5.30 Add for plaster drip course/ groove in plastered surface or 79.07

moulding to R.C.C. projections.

5.33 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

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

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

design mix is more than 110% of the specified minimum

cement content,

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

cost of extra cement.

5.33.1 All works upto plinth level

5.33.1.1 Concrete of M25 grade with minimum cement content of 330 10613.13

5.33.1.2 Concrete of M30 grade with minimum cement content of 350 10786.13

5.33.2 All works above plinth level upto floor V level

5.33.2.1 Concrete of M25 grade with minimum cement content of 330 12595.99

5.33.2.2 Concrete of M30 grade with minimum cement content of 350 12805.65

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

bricks of class designation 7.5 in foundation and plinth in:

6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 24.62 8137.55 2,00,346.56

6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand) sqm 158.26 1244.24 1,96,912.83

6.15 Extra for providing and placing in position 2 Nos 6mm dia. 105.66

M.S. bars at every third course of half brick masonry.

3 Digitally signed by PRIYA

NBCC (INDIA) LTD

SUB: CONSTRUCTION OF MP HALL AT JNV SIMDEGA, JHARKHNAD

BILL OF QUANTITY (CIVIL ITEMS)

DSR 2021 DSR-2021

DESCRIPTION Unit Qty MR RATE DSR Amount

6.34 Brick work with non modular fly ash bricks conforming to

IS:12894, class designation 10 average compressive strength

in superstructure above plinth level up to floor V level in :

6.34.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 216.52 9381.79 20,31,345.09

Random rubble masonry with hard stone in foundation and

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

cement : 6 coarse sand : 12 graded stone aggregate 20 mm

nominal size) upto plinth level with :

7.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 35.24 8131.69 2,86,560.65

8.2 Providing and fixing 18 mm thick gang saw cut, mirror

polished, premoulded and prepolished, machine cut for

kitchen platforms, vanity counters, window sills, facias and

similar locations of required size, approved shade, colour and

texture laid over 20 mm thick base cement mortar 1:4 (1

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

mixed with matching pigment, epoxy touch ups, including

rubbing, curing,moulding and polishing of edges to give high

gloss finish etc. complete at all levels.

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

8.2.2.2 Area of slab upto 0.50 sqm Sqm 1.10 5718.99 6,290.89

8.3 Providing edge moulding to 18 mm thick marble stone

counters, Vanities

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

complete as per design approved by Engineer-in-Charge.

8.5 Extra for providing opening of required size & shape for wash 987.7

basin/ kitchen sink in kitchen platform, vanity counter and

similar location in marble/ Granite/ stone work, including Each 8.00 7,901.61

necessary holes for pillar taps etc. including moulding,

rubbing and polishing of cut edges etc. complete.

8.31 Providing and fixing Ist quality ceramic glazed wall tiles 1299.72

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

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

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

by Engineer-in-Charge, in skirting, risers of steps and dados, sqm 253.00 3,28,829.94

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

coarse sand) and jointing with grey cement slurry @ 3.3kg per

sqm, including pointing in white cement mixed with pigment of

matching shade complete.

9.7 Providing and fixing panelling or panelling and glazing in

panelled and glazed shutters for doors, windows and

clerestory windows (Area of opening for panel inserts

excluding portion inside grooves or rebates to be measured).

Panelling for panelled or panelled and glazed shutters 25 mm

to 40 mm thick :

9.7.7 Float glass panes

9.7.7.2 5.0 mm thick glass panes (weight not less than 12.50 2726.92

9.12 Providing and fixing Fiber Glass Reinforced plastic (FRP) 858.7

Door Frames of crosssection 90 mm x 45 mm having single

rebate of 32 mm x 15 mm to receive shutter of 30 mm

thickness. The laminate shall be moulded with fire resistant

grade unsaturated polyester resin and chopped mat. Door metre 52.33 44,935.82

frame laminate shall be 2mm thick and shall be filled with

suitable wooden block in all the three legs. The frame shall be

covered with fiber glass from all sides. M.S. stay shall be

provided at the bottom to steady the frame.

9.12 Providing and fixing to existing door frames

9.122.2 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door 4844.34

shutter in different plain and wood finish made with fire

retardant grade unsaturated polyester resin, moulded to 3 mm

thick FRP laminate all around, with suitable wooden blocks

inside at required places for fixing of fittings and polyurethane

foam (PUF)/Polystyrene foam to be used

as filler material throughout the hollow panel, casted

monolithically with testing parameters of F.R.P. laminate

conforming to table - 3 of IS: 14856, complete as per

direction of Engineer-in-charge.

4 Digitally signed by PRIYA

NBCC (INDIA) LTD

SUB: CONSTRUCTION OF MP HALL AT JNV SIMDEGA, JHARKHNAD

BILL OF QUANTITY (CIVIL ITEMS)

DSR 2021 DSR-2021

DESCRIPTION Unit Qty MR RATE DSR Amount

9.147C Providing and fixing factory made uPVC white colour

casement/ Casement cum fixed glazed door 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, zinc alloy (white powder coated) 3D hinges and one

handle on each side of panels along with zinc plated mild

steel multi point lockinghaving transmission gear, cylinder

with keeps and one side key, G.I fasteners 100 x 8 mm size

for fixing frame to finished wall and necessary stainless steel

screws, etc. Profile of frame & sash shall be mitred cut and

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

fusion welded including drilling of holes for fixing hardware's

and drainage of

water etc. After fixing frame the gap between frame and

adjacent finished wall shall be filled with weather proof silicon

sealent over backer rod of required size and of approved

quality, all complete as per approved drawing & direction of

Engineer-in-Charge. (Single / double glass panes and silicon

sealent shall be paid separately). Variation in profile

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

account shall be made.

Note: For uPVC frame, sash and mullion extruded profiles

minus 5% tolerance in dimension i.e. in depth & width of

profile shall be acceptable.

9.147C.2 Casement door with top hung ventilator with 3D and S.S. 12774.12

friction hinges (400 x 19 x 1.9 mm) made of (big series) frame

67 x 64 mm, sash 67 x 110 mm & mullion 67 x 80 mm all

having wall thickness of 2.3 ±. 0.2 mm and single glazing

bead / double glazing bead of appropriate dimension.(Area of

door upto 2.50 sqm)

9.16 Providing and fixing fire resistant door frame of section 50 x 2188.98

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

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

Zinc coating not less than 120gm/ sqm) suitable for mounting

120 minutes Fire Rated Glazed Door Shutters. The frame

shall be filled with mineral wool Insulation having density

minimum 96Kg/cum. The frame will have a provision of G.I.

anchor FAstners 14 nos ( 5 each on vertical style & 4 on meter 14.20 31,083.49

horizontal style of size M10 x 80 ) suitable for fixing in the

opening along with factory made template for SS ball bearing

hinges of Size 100x89x3mm for fixing of fire rated glazed

shutter . The frame shall be finished with a approved fire

resistant primer or powder coating of not less than 30 micron

in desired shade as per the directions of Engineer - in-

Charge . (Cost of SS ball bearing hinges is excluded).

9.16 Providing and fixing 60 mm thick glazed fire resistant door 11899.17

shutters of 120 minutes fire rating confirming to IS:3614 (Part

II) or EN1634-1:1999, tested and certified as per laboratory

approved by Engineer-in-Charge, with suitable mounting on

door frame, consisting of vertical styles, top rail & side rail 60

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

out of 1.6mm thick G.I. sheet (zinc coating not less than

120gm/sqm) duly filled mineral wool insulation having density sqm 10.20 1,21,371.50

minimum 96 kg/cum and fixing with necessary stainless steel

ball bearing hinges of size 100x89x3mm of approved make,

including applying a coat of approved fire resistant primer or

powder coating not less than 30 micron etc all complete as

per direction of Engineer-in-Charge (panelling to be paid for

5 Digitally signed by PRIYA

NBCC (INDIA) LTD

SUB: CONSTRUCTION OF MP HALL AT JNV SIMDEGA, JHARKHNAD

BILL OF QUANTITY (CIVIL ITEMS)

DSR 2021 DSR-2021

DESCRIPTION Unit Qty MR RATE DSR Amount

9.16 Providing and fixing glazing in fire resistant door shutters, 48881.91

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

1.6 mm thick G.I. sheet (zinc coating not less than 120 gm/m²)

of size 20 x 33 mm screwed with M4 x 38 mm SS screws at

distance 75 mm from the edges and 150 mm c/c , including

applying a coat of approved fire resistant primer/ powder

coating of not less than 30 micron on G.I. beading, & special

ceramic tape of 5 x 20 mm size etc complete in all respect as

2016, IS 16231 (Part 3):2016 and as per direction of Engineer-

with glass of required thickness having 120 minutes of fire

both integrity & radiation control (EW120) and minimum 20

minutes of sqm 2.04 99,719.09

insulation (EI20). The manufacturer have to give test

report/certification

of fire glass and the glass should have the stamp showing the

E, EW & EI. The glass shall be tested in approved NABL

or by any other accreditation body which operates in

accordance with

ISO/IEC 17011 and accredits labs as per ISO/IEC 17025 for

calibration scopes shall be eligible. The maximum glazing

not be more than 1100x2200 mm (w x h) or 2.42 sqm.

9.17 Providing and fixing bright /matt finished Stainless Steel

handles of approved quality & make with necessary screws

etc all complete.

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

hollow tubes etc.) trusses etc., including cutting, hoisting,

fixing in position and applying a priming coat of approved

steel primer, including welding and bolted with special shaped

washers etc. complete.

10.16.1 Hot finished welded type tubes kg 1816.08 189.32 3,43,811.30

26.62 Designing, Providing, installing and fixing factory finished 172.88

design pregalvanized high tensile steel joists manufactured

from G350 Z275 confirming to IS:277-1992, minimum coating

of galvanizing 275 gm/sqm, minimum yield stress 35 MPa &

minimum tensile strength of 380 MPa placed 1.23 metre apart

to support the load of slab etc as per the design & directions

of Engineer-in-Charge.

10.25 Steel work welded in built up sections/ framed work including

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

of approved steel primer using structural steel etc. as

10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, 173.92

gates and similar works kg 336.00 58,435.66

10.28 Providing and fixing stainless steel ( Grade 304) railing made 748.28

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 kg 615.00 4,60,190.51

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-incharge, (for payment purpose only weight of

stainless steel members shall be considered excluding fixing

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

11.4 52 mm thick cement concrete flooring with concrete hardener 1046.06

topping,under layer 40 mm thick cement concrete 1:2:4 (1

cement : 2 coarse sand : 4 graded stone aggregate 20 mm

nominal size) and top layer 12 mm thick cement hardener

consisting of mix 1:2 (1 cement hardener mix : 2 graded stone

aggregate 6 mm nominal size) by volume, hardening

compound mixed @ 2 litre per 50 kg of cement or as per

manufacturer’s specifications. This includes cost of cement

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

6 Digitally signed by PRIYA

NBCC (INDIA) LTD

SUB: CONSTRUCTION OF MP HALL AT JNV SIMDEGA, JHARKHNAD

BILL OF QUANTITY (CIVIL ITEMS)

DSR 2021 DSR-2021

DESCRIPTION Unit Qty MR RATE DSR Amount

11.6 Cement plaster skirting up to 30 cm height, with cement

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

coat of neat cement.

11.19 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).

11.19.4 Ordinary cement without any pigment Sqm 7.50 1448.65 10,864.84

11.23 Marble stone flooring with 18 mm thick marble stone, as per

of marble approved by Engineer-in-charge, over 20 mm

(average) thick base of cement mortar 1:4 (1 cement : 4

coarse sand) laid and jointed with grey cement slurry,

including rubbing and polishing complete with :

11.40 Providing and laying rectified Glazed Ceramic floor tiles of 1497.29

size 300x300 mm or more (thickness to be specified by the

manufacturer), of 1st quality conforming to IS : 15622, of

approved make, in all colours, shades, except White, Ivory,

Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar

1:4 (1 Cement :4 Coarse sand), jointing with grey cement

slurry @ 3.3 kg/ sqm including pointing the joints with white

cement and matching pigments etc., complete.

11.41 Providing and laying vitrified floor tiles in different sizes

(thickness to be specified by the manufacturer) with water

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

approved make, in all colours and shades, 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.,

11.41A 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.

11.41A.1 Double charge vitrified tile polished finish of size

11.46 Providing and laying Vitrified tiles in different sizes (thickness

to be specified by manufacturer), with water absorption less

than 0.08 % and conforming to |.S. 15622, of approved make,

in all colours & shade, in skirting, riser of steps, over 12 mm

thick bed of cement mortar 1:3 (1 cement: 3 coarse sand),

jointing with grey cement slurry @ 3.3 kg/ sqm including

grouting the joint with white cement & matching pigments etc

11.55 Providing and laying flamed finish Granite stone flooring in

required design and patterns, in linear as well as curvilinear

portions of the building all complete as per the architectural

drawings with 18 mm thick stone slab over 20 mm (average)

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

laid and jointed with cement slurry and pointing with white

cement slurry admixed with pigment of matching shade

including rubbing, curing and polishing etc. all complete as

specified and as directed by the Engineer-in-Charge :

11.55.1 Flamed finish granite stone slab Jet Black, Cherry Red, Elite 3165.31

Brown, Cat Eye or equivalent.

11.56 Providing and laying Polished Granite stone flooring in

required design and patterns, in linear as well as curvilinear

portions of the building all complete as per the architectural

drawings with 18 mm thick stone slab over 20 mm (average)

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

laid and jointed with cement slurry and pointing with white

cement slurry admixed with pigment of matching shade

including rubbing , curing and polishing etc. all complete as

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

7 Digitally signed by PRIYA

NBCC (INDIA) LTD

SUB: CONSTRUCTION OF MP HALL AT JNV SIMDEGA, JHARKHNAD

BILL OF QUANTITY (CIVIL ITEMS)

DSR 2021 DSR-2021

DESCRIPTION Unit Qty MR RATE DSR Amount

11.56.1 Polished Granite stone slab colour of Black, Cherry/Ruby Red 4777.24

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

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

integral water proofing compound by weight of cement, over

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

and finished neat:

12.19.1 With common burnt clay F.P.S. (non modular) brick tiles of 671.04

class designation 10

14.86 Providing and laying in situ seven course water proofing 751.64

treatment with APP (Atactic poly-propylene) modified

Polymeric memberane over roof consisting of first coat of

bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses

of bonding material @ 1.20 Kg/sqm, which shall consist of

blown type bitumen of grade 85/25 conforming to IS : 702, 3rd

and 5th layers of roofing membrane APP modified Polymeric

membrane 1.5 mm thick of 2.25 Kg/sqm weight consisting

of five layers prefabricated with centre core as 20 micron

HMHDPE film sandwiched on both sides with polymeric mix Sqm 196.96 1,48,042.67

and the polymeric mix is protected on both side with 20

micron HMHDPE film. 7th, the top most layer shall be finished

with brick tiles of class designation 10 grouted with cement

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

water proofing compound by weight of cement over a 12 mm

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

finished neat (item of laying brick tiles shall be paid for

12.21 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement 318.01

: 2 coarse sand : 4 stone aggregate 10mm and down gauge)

including finishing with cement mortar 1:3 (1 cement : 3 fine

sand) as per standard design : In 75x75mm deep chase

12.22 Making khurras 45x45 cm with average minimum thickness of 325.83

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 each 12.00 3,909.99

plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat

cement, rounding the edges and making and finishing the

outlet complete.

12.45 Providing and fixing false ceiling at all height including

providing and fixing of frame work made of special sections,

power pressed from M.S. sheets and galvanized with zinc

coating of 120 gms/sqm (both side inclusive) as per IS : 277

and consisting of angle cleats of size 25 mm wide x 1.6 mm

thick with flanges of 27 mm and 37mm, at

1200 mm centre to centre, one flange fixed to the ceiling with

dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts,

other flange of cleat fixed to the angle hangers of 25x10x0.50

mm of required length with nuts & bolts of required size and

other end of angle hanger fixed with intermediate G.I.

channels 45x15x0.9 mm running at the spacing of 1200 mm

centre to centre, to which the ceiling section 0.5 mm thick

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

having lips of 10.5 mm, at 450 mm centre to centre, shall be

fixed in a direction perpendicular to G.I. intermediate channel

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

G.I.wire at every junction, including fixing perimeter channels

0.5 mm thick 27 mm high having flanges of 20 mm and 30

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

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

wall screws @ 230 mm interval, including fixing of gypsum

board to ceiling section and

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

x 25 mm at 230 mm c/c, including jointing and finishing to a

flush finish of tapered and square edges of the board with

recommended jointing compound , jointing tapes , finishing

with jointing compound in 3 layers covering upto 150 mm on

both sides of joint and two coats of

primer suitable for board, all as per manufacturer's

12.45.1 12.5 mm thick tapered edge gypsum plain board conforming 1400.55

to IS: 2095- (Part I) :2011 (Board with BIS certification marks) Sqm 676.00 9,46,773.55

8 Digitally signed by PRIYA

NBCC (INDIA) LTD

SUB: CONSTRUCTION OF MP HALL AT JNV SIMDEGA, JHARKHNAD

BILL OF QUANTITY (CIVIL ITEMS)

DSR 2021 DSR-2021

DESCRIPTION Unit Qty MR RATE DSR Amount

12.50 Providing and fixing precoated galvanised iron profile sheets 820.75

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

in-charge) 0.50 mm (+ 0.05 %) total coated thickness with

zinc coating 120 grams per sqm as per IS: 277, in 240 mpa

steel grade, 5-7 microns epoxy primer on both side of the

sheet and polyester top coat 15-18microns. Sheet should

have protective guard film of 25 microns minimum to avoid Sqm 95.13 78,078.17

scratches during transportation and should be supplied in

single length upto 12 metre or as desired by Engineerin-

charge. The sheet shall be fixed using self drilling /self

tapping screws of size (5.5x 55 mm) with EPDM seal,

complete upto any pitch in horizontal/ vertical or curved

surfaces, excluding the cost of purlins, rafters and trusses

12.52 Providing and fixing tiled false ceiling of specified materials of

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

locking metal grid of hot dipped galvanized steel sections (

galvanized @ 120 grams/ sqm, both side inclusive) consisting

of main "T" runner with suitably spaced joints to get required

length and of size 24x38 mm made from 0.30 mm thick

(minimum) sheet, spaced at 1200 mm center to center and

cross "T" of size 24x25 mm made of 0.30 mm thick (minimum)

sheet, 1200 mm long spaced between main "T" at 600 mm

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

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

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

middle of the 1200x600 mm panel to form grids of 600x600

mm and wall angle of size 24x24x0.3 mm and laying false

ceiling tiles of approved texture in the grid including, required

cutting/making, opening for services like diffusers, grills, light

fittings, fixtures, smoke detectors etc. Main "T" runners to be

suspended from ceiling using GI slotted cleats of size 27 x 37

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

long dash fasteners, 4 mm GI adjustable rods with galvanised

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

mm center to center along main T, bottom exposed width of

24 mm of all T-sections shall be pre-painted with polyester

paint, all complete for all heights as per specifications,

drawings and as directed by

Engineer-in-charge.

12.52.1 GI Metal Ceiling Lay in plain Tegular edge Global white color 1945.34

tiles of size 595x595 mm, and 0.5 mm thick with 8 mm drop;

made of G | sheet having galvanizing of 100 gms/sqm (both

sides inclusive) and electro statically polyester powder coated

of thickness 60 microns (minimum), including factory painted

13.4 12 mm cement plaster of mix :

13.5 15 mm cement plaster on rough side of single or half brick

13.16 6 mm cement plaster of mix :

13.45 Finishing walls with textured exterior paint of required shade :

13.45.1 New work (Two or more coats applied @ 3.28 ltr/10 sqm) 299.43

over and including priming coat of exterior primer applied @ sqm 825.00 2,47,032.32

13.48A Finishing walls with ready mixed Premium acrylic emulsion

paint (Company Depot Tinted) having VOC less than 50

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

fungal resistance, dirt resistance exterior paint of required

shade with silicon additives.

13.48A.1 New work (Two or more coats applied @ 1.43 litre/ 10 sqm 188.77

over and including priming coat of exterior primer applied @ sqm 90.00 16,988.86

0.90 litre/10 sqm.

13.50 Applying priming coat:

13.50.3 With ready mixed red oxide zink chromate primer of approved 67.83

brand and sqm 282.28 19,147.27

manufacture on steel galvanised iron/steel works.

13.60 Wall painting with acrylic emulsion paint of approved brand

and manufacture to give an even shade :

13.60.1 Two or more coats on new work sqm 1984.95 168.48 3,34,418.34

13.61 Painting with synthetic enamel paint of approved brand and

manufacture to give an even shade :

13.61.1 Two or more coats on new work sqm 282.28 160.66 45,349.70

13.82.1 Two or more coats on new work Sqm 0.00 141.83

9 Digitally signed by PRIYA

NBCC (INDIA) LTD

SUB: CONSTRUCTION OF MP HALL AT JNV SIMDEGA, JHARKHNAD

BILL OF QUANTITY (CIVIL ITEMS)

DSR 2021 DSR-2021

DESCRIPTION Unit Qty MR RATE DSR Amount

13.80 Providing and applying white cement based putty of average 151.37

thickness 1 mm, of approved brand and manufacturer, over

the plastered wall surface to prepare the surface even and

smooth complete.

16.75 Providing and laying C.C. pavement of mix M-25 with ready 10116.62

mixed concrete from batching plant. The ready mixed

concrete shall be laid and finished with screed board vibrator ,

vacuum dewatering process and finally finished by floating,

brooming with wire brush etc. complete as per specifications

and directions of Engineer-incharge. (The panel shuttering cum 34.81 3,52,159.64

work shall be paid for separately).

(Note:- Cement content considered in this item is @ 330

kg/cum. Excess/less cement used as per design mix is

payable/ recoverable

ALUMINIUM WORK:

21.1 Providing and fixing aluminium work for doors, windows,

ventilators and partitions with extruded built up standard

tubular sections/ appropriate Z sections and other sections of

approved make conforming to IS: 733 and IS: 1285, fixing

with dash fasteners of required dia and size, including

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

and sides with required EPDM rubber/ neoprene gasket etc.

Aluminium sections shall be smooth, rust free, straight, mitred

and jointed mechanically wherever required including cleat

angle, Aluminium snap beading for glazing / paneling, C.P.

brass / stainless steel screws, all complete as per

architectural drawings and the directions of Engineer-in-

charge. (Glazing, paneling and dash fasteners to be paid for

21.1.1 For fixed portion

Anodised aluminium (anodised transparent or dyed to 530.36

21.1.1.1 required shade according to IS: 1868, Minimum anodic kg 418.50 2,21,957.03

coating of grade AC 15)

21.1.2 For shutters of doors, windows & ventilators including

providing and fixing hinges/ pivots and making provision for

fixing of fittings wherever required including the cost of EPDM

rubber / neoprene gasket required (Fittings shall be

paid for separately)

21.1.2.1 Anodised aluminium (anodised transparent or dyed to 649.95

required shade according to IS: 1868, Minimum anodic

coating of grade AC 15)

21.3 Providing and fixing glazing in aluminium door, window,

ventilator shutters and partitions etc. with EPDM rubber /

neoprene gasket etc. complete as per the architectural

drawings and the directions of engineer-in-charge . (Cost of

aluminium snap beading shall be paid in basic item):

21.3.3 With float glass panes of 8 mm thickness (weight not less 1828.56

than 20 kg/sqm)

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

Brick/ Stone work by providing weather silicon sealant over

backer rod of approved quality as per architectural drawings

and direction of Engineer-in-charge

TOTAL OF SCHEDULE ITEM 2,10,96,978.58

NON-SCHEDULE ITEM

MR-1 Design, supply, installation and testing High Quality Self

supporting Roof

system with Colour coated galvalume Sheet (BMT 1.3MM,

Yield Strength 350 Mpa Coating AZ 150 GSM, Colour 50% off

50% blue) With hangers for conduits etc wherever required all

be executed as per technical specification and direction of

Engineer-in-Charge.

MR-2 Providing & fixing Stainless steel (grade SS-304 or higher)

sliding door bolt/aldrop of size 250x16mm on door shutter NOS 57.00 719.00 40,983.00

including all accessories as per direction of E/I

MR-3 Providing and fixing Stainless steel (grade SS-304 or higher)

tower bolt (barrel type) with necessary screws etc. complete

all work as per direction of E/I

MR-4 Badminton court line marking by acrylic paint of approved

make and as per direction of Engineer-Incharge (tentative Job 1.00 69899 69,899.00

area of hall 600 Sqm for 2 badmintan court)

10 Digitally signed by PRIYA

NBCC (INDIA) LTD

SUB: CONSTRUCTION OF MP HALL AT JNV SIMDEGA, JHARKHNAD

BILL OF QUANTITY (CIVIL ITEMS)

DSR 2021 DSR-2021

DESCRIPTION Unit Qty MR RATE DSR Amount

TOTAL OF NON-SCHEDULE ITEM 14,75,442.78

11 Digitally signed by PRIYA

MP HALL JNV SIMDEGA,JHARKHAND

S.NO DESCRIPTION DSR-2021/AMOUNT NON SCHEDULED AMOUNT

Internal Plumbing Works

1 SANITARY FIXTURE 210470.07 125538.28

2 SOIL ,WASTE & VENT PIPES AND FITTINGS 0.00 378157.05

3 RAIN WATER PIPING WORK 42153.05 0.00

4 EARTH WORK 176554.32 0.00

TOTAL AMOUNT 429177.44 503695.33

TOTAL AMOUNT 429177.44 503695.33

External Plumbing works

1 WATER SUPPLY 149338.42 0.00

2 SEWERAGE & DRAINAGE 458590.13 0.00

Digitally signed by PRIYA

BILL OF QUANTITY (PLUMBING ITEMS)

NAME OF WORK :- Construction of MP Hall at JNV, Simdega (Jharkhand)

/NS ITEM DESCRIPTION OF ITEM UNIT QUANTITY AMOUNT (RS.)

A SANITARY FIXTURE

Providing and Fixing white viterous china pedestal type water

closet ( European type WC Pan ) with seat and lid , 10 litre low

level White pvc flushing cistern , including flush pipe with

17.2.1 manually controlled device ( handle lever ) , Conforming to IS : Each 10 6771.530 67,715.27

7231 with all fittings and fixtures complete including cutting and

making good the walls and floors wherever required . WC Pan with

ISI marked white solid plastic seat and lid .

Providing and fixing white vitreous china flat back half stall urinal

of size 580x380x350 mm with white PVC automatic flushing

cistern, with fittings, standard size C.P. brass flush pipe, spreaders

17.5 with unions and clamps (all in C.P. brass) with waste fitting as per

IS : 2556, C.I. trap with outlet grating and other couplings in C.P.

brass, including painting of fittings and cutting and making good

the walls and floors wherever required :

Range of two half stall urinal basin with 5 litre white P.V.C.

automatic flushing cistern

Providing and fixing stone slab with table rubbed, edges rounded

and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in

urinal partitions by cutting a chase of appropriate width with

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

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

graded stone aggregate 6 mm nominal size) as per direction of

Engineer-in-charge and finished smooth.

Granite Stone of approved shade

Providing and fixing wash basin with C.I. brackets, 15 mm C.P.

17.7 brass pillar taps, 32 mm C.P. brass waste of standard pattern,

including painting of fittings and brackets, cutting and making

Whitethe wallswherever

Vitreous China Washrequire:

basin size 630x450 mm with

17.7.2 a single 15 mm C.P. brass pillar tap Each 9 2338.940 21,050.45

Providing and fixing CP Brass 32mm size Bottle Trap of

17.22A approved quality & make and as per the direction of Engineerin- Each 17 1083.150 18,413.61

Providing and fixing CP Brass Single lever telephonic wall mixer of

17.22 B quality & make as approved by Engineer in charge.

a) 15 mm nominal dia Each 2 7478.680 14,957.36

Providing and fixing 600x450 mm beveled edge mirror of superior

glass (of approved quality) complete with 6 mm thick hard board

ground fixed to wooden cleats with C.P. brass screws and washers

17.34 Providing and fixing toilet paper holder :

Providing and fixing uplasticised PVC connection pipe with brass

18.21.1 30cm length

18.21.1.1 15mm nominal bore Each 13 91.420 1,188.44

18.22 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet

100 mm diameter

Providing and fixing C.P. brass bib cock of approved quality

18.49 conforming to IS:8931 :

18.49.1 15mm nominal bore Each 0 619.400 0.00

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

18.53 geyser points of approved quality conforming to IS:8931

18.53.1 15mm nominal bore Each 13 611.520 7,949.70

Providing and fixing C.P. Brass extension nipple (size

approved make and quality as per direction of Engineer-in-charge.

SUB TOTAL( SANITARY FIXTURE) 2,10,470.07

NON-SCHEDULED SANITARY FIXTURE

Providing and fixing C.P. brass 2 Way bib cock with Health Faucet

ABS with Rubbit Cleaning System 1.25 m Long SS Flexible Tube &

ABS Wall Hook as per direction of Engineer-in-charge.-

NS-2 Providing and fixing SS waste coupling 32 mm dia SS complete in Each 9 363.90 3,275.06

NS-3 Providing and fixing soap tumbler holder (Brass) complete in all Each 7 867.75 6,074.26

NS-4 Providing and fixing SS towel rod complete in all respect Each 2 1,026.37 2,052.75

Providing and fixing Stainless steel grating with frame for floor

NS-5 traps or drains of required pattern complete in all respect Each 14 1,089.27 15,249.84

Providing and fixing touch-free infrared hand dryer complete in all

Providing & Fixing of Grab bar U-Type,size 600x100 mm pipe O.D

32 mm , thiickness 2 mm of non slipping grip as per standard

NS-7 specification of use in disabled toilet complete with brackets Each 1 16,030.83 16,030.83

suitable for wall installation as per approved sample complete in

Providing & Fixing of Grab bar straight,size 600 mm pipe O.D 32

mm , thiickness 2 mm of non slipping grip as per standard

NS-8 specification of use in disabled toilet complete with brackets Each 1 7,090.56 7,090.56

suitable for wall installation as per approved sample complete in

SUB TOTAL( NS-SANITARY FIXTURE) 1,25,538.28

B NON SCHEDULED SOIL ,WASTE & VENT PIPES AND FITTINGS

Providing and fixing uPVC 6 Kg/cm2 Soil , Waste & RWP pipes (IS:

13592 Class B) including all fittings (plain or door) e.g. bends,

junction, cowls, offsets, access pieces, jointing with rubber

ring/solvent cement joints including cutting chase or holes in walls

and floors and making good wherever required.

Providing & fixing in position upvc P" trap with 50mm waterseal of

self cleaning design of following sizes for the embedded areas

Making proper connection with chemical sealent joint , cutting

chase / hole in floors /slabs and bringing the same in proper

NS-12 110 mm inlet and 110 mm outlet Each 3 391.09 1,173.28

110 mm inlet and 75 mm outlet

Providing & fixing in position upvc multi floor trap/ drain including

cost of cutting and making good floors wherever required.

NS-14 110 mm inlet and 75 mm outlet Each 7 140.44 983.09

Providing and fixing upvc cleanout plug( Ceiling or Floor) with

suitable insert keys for opening, male threaded joint with upvc

socket fixed to uPVC pipe complete in all respects.

110 mm dia Pipe

NS-16 75 mm dia pipe Each 3 91.20 273.61

Providing and fixing uPVC waste pipes for WB , SINK , URINAL , FD

(IS: 4985 ) 6 Kg / Sqcm including all fittings (plain or door) e.g.

bends, junction, cowls, offsets, access pieces, jointing with rubber

SUB TOTAL( SOIL, WASTE & VENT PIPES) 3,78,157.05

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,

having thermal stability for hot & cold water supply, including all

CPVC plain & brass threaded fittings, including fixing the pipe with

18.7 clamps at 1.00 m spacing. This includes jointing of pipes & fittings

with one step CPVC solvent cement and testing of joints complete

as per direction of Engineer in Charge.

Internal work - Exposed on wall

18.7.2 20 mm nominal Pipes Mtr 8 397.330 3,178.64

18.7.3 25 mm nominal Pipes Mtr 14 499.320 6,990.48

18.7.4 32 mm nominal Pipes Mtr 13 612.250 7,959.24

18.7.5 40 mm nominal Pipes Mtr 12 824.170 9,890.09

18.7.6 50 mm nominal Pipes Mtr 4 1132.960 4,531.83

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,

having thermal stability for hot & cold water supply, including all

CPVC plain & brass threaded fittings, i/c fixing the pipe with

18.8 clampsat 1.00 m spacing. This includes jointing of pipes & fittings

with onestep CPVC solvent cement and the cost of cutting chases

and making good the same including testing of joints complete as

per direction of Engineer in Charge.

Concealed work, including cutting chases and making good the

18.8.1 15 mm nominal outer dia Pipes Mtr 10 539.160 5,391.63

18.8.2 20 mm nominal outer dia Pipes Mtr 24 627.890 15,069.43

18.8.3 25 mm nominal outer dia Pipes Mtr 16 765.140 12,242.29

18.8.4 32 mm nominal outer dia Pipes Mtr 9 871.110 7,839.95

Providing and fixing G.I. pipes complete with G.I. fittings and

18.10 clamps, i/c cutting and making good the walls etc.

Internal work-Exposed on wall

18.10.4 32 mm dia nominal bore Mtr 18 688.820 12,398.73

18.10.5 40 mm dia nominal bore Mtr 22 886.260 19,497.74

18.10.6 50 mm dia nominal bore Mtr 0 1091.650 0.00

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

trenching and refilling etc

18.12.4 32 mm dia nominal bore Mtr 10 559.390 5,593.90

18.12.5 40 mm dia nominal bore Mtr 15 682.400 10,236.03

18.12.6 50 mm dia nominal bore Mtr 0 799.550 0.00

Making connection of G.I. distribution branch with G.I. main of

18.13 following sizes by providing and fixing tee, including cutting and

threading the pipe etc. complete :

18.13.1 25 to 40 mm nominal bore Each 1 925.310 925.31

18.13.2 50 to 80 mm nominal bore Each 1 1850.010 1,850.01

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

18.17 approved

quality (screwed end) :

18.17.1 25mm nominal bore Each 4 650.630 2,602.50

18.17.1 A 20 mm nominal bore Each 2 564.340 1,128.68

18.17.2 32mm nominal bore Each 3 720.960 2,162.88

18.17.3 40mm nominal bore Each 2 864.450 1,728.89

18.17.4 50mm nominal bore Each 1 1073.380 1,073.38

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

18.18 low pressure, with plastic floats complete :

18.18.2 20 mm nominal bore Each 1 485.750 485.75

Providing and fixing gun metal non- return valve of approved

(screwed end) :

18.19.1 25 mm nominal bore

18.19.2 32 mm nominal bore

18.19.3 40 mm nominal bore

18.19.4 50 mm nominal bore

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

water storage tank, IS : 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

SUB TOTAL( WATER SUPPLY) 1,49,338.42

NON SCHEDULED ( WATER SUPPLY )

SUB TOTAL NON SCHEDULED ( WATER SUPPLY) 0.00

D RAIN WATER PIPING

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

12.44 grating 15 cm diameter and weighing not less than 440 grams. Each 5 58.540 292.71

Providing and fixing on wall face unplasticised Rigid PVC rain water

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

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

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

conforming toIS : 5382, leaving 10 mm gap for thermal expansion.

12.42.1 Coupler

12.42.2 Single push fit Coupler

12.42.3 Single tee with door

12.42.6 Shoe (Plain)

Providing and fixing unplastisized PVC pipe clip approved design to

unplastisized PVC rain water pipes by meanes of 50x50x50 mm

hard wood plugs,screwed with M.S screws of required

length,including cutting brick and fixing in cement morter 1:4(1

cement:4 coarse sand) and making good the wall etc complete.

12.43.2 110m diameter Each 28 10,591.38

SUB TOTAL( RAIN WATER PIPING) 42,153.05

E SEWERAGE & DRAINAGE

Providing,laying and jointing glazed stoneware pipes class SP-1

with stiff mixture of cement mortar in the proportion of 1:1 (1

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

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

sand : 10 graded stone aggregate 40 mm nominal size) all-round

19.2 S.W. pipes including bed concrete as per standard design :

19.2.2 150 mm dia SW/ RCC NP2 pipe Mtr 0 1338.470 0.00

19.2.3 200 mm dia SW/ RCC NP2 pipe Mtr 0 1560.350 0.00

19.2.4 250 mm dia SW/ RCC NP2 pipe Mtr 0 1804.360 0.00

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

sand : 10 graded stone aggregate 40 mm nominal size) up to

haunches of S.W. pipes including bed concrete as per standard

19.3.3 200 mm diameter S.W. pipe Mtr 0 1067.570 0.00

19.3.4 250 mm diameter S.W. pipe Mtr 0 1242.830 0.00

Providing and fixing square-mouth S.W. gully trap class SP-1

complete with C.I. grating brick masonry chamber with water tight

C.I. cover with frame of 300 x300 mm size (inside) the weight of

19.4 cover to be not less than 4.50 kg and frame to be not less than

2.70kg as per standard design:

19.4.1 100x100mm size 'P' type

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

bricks of class designation 7.5

Constructing brick masonry manhole in cement mortar 1:4 ( 1

cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1

cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal

size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8

19.7 graded stone aggregate 40 mm nominal size), inside plastering 12

mm thick with cement mortar 1:3 (1 cement : 3 coarse sand)

finished with floating coat of neat cement and making channels in

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

aggregate 20 mm nominal size) finished with a floating coat of

neat cement complete as per standard design :

Inside size 90x80 cm and 45 cm deep including C.I. coverwith

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 frame 15 kg) :

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

designation 7.5

19.8 Extra for depth for manholes :

19.8.1 Size 90x80 cm

19.8.1.1 With common burnt clay F .P .S. (non modular) Mtr 1 9933.170 9,933.17

Constructing brick masonry circular type manhole 0.91 m

internaldia at bottom and 0.56m dia at top in cement mortar 1:4

(1 cement: 4 coarse sand), inside cement plaster 12 mm thick with

cementmortar 1:3 (1 cement : 3 coarse sand) finished with a

19.9 floating coatof neat cement, foundation concrete 1:3:6 mix (1

cement : 3 coarsesand : 6 graded stone aggregate 40 mm nominal

size), and makingnecessary channel in cement concrete 1:2:4 (1

cement : 2 coarsesand : 4 graded stone aggregate 20 mm nominal

size) finishedwith a floating coat of neat cement, all complete as

m deep with S.F.R.C. cover and frame (heavy duty,

HD-20 grade designation) 560 mm internal diameter conforming

to I.S. 12592, total weight of cover and frame to be

not less than 182 kg., fixed in cement concrete 1:2:4 (1

19.9.1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm

nominal size) including centering, shuttering all complete.

(Excavation, foot rests and 12mm thick cement plaster at

the external surface shall be paid for separately) :

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

bricks of class designation 7.5

Providing orange colour safety foot rest of minimum 6 mm

thickplastic encapsulated as per IS : 10910, on 12 mm dia steel

barconforming to IS: 1786, having minimum cross section as 23

mmx25mm and over all minimum length 263 mm and width as

165 mm withminimum 112 mm space between protruded legs

having 2 mm treadon top surface by ribbing or chequering besides

necessary andadequate anchoring projections on tail length on

138 mm as perstandard 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

Making connection of drain or sewer line with existing manhole

including breaking into and making good the walls, floors with

cementconcrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded

19.21 stoneaggregate 20 mm nominal size) cement plastered on both

sideswith cement mortar 1:3 (1 cement : 3 coarse sand), finished

with afloating coat of neat cement and making necessary channels

For pipes 100etc. complete

Providing sand cast iron drop connection externally for 60 cm drop

from branch sewer line to main sewer manhole including

inspectionand cleaning eye with chain and lid, sand cast iron drop

pipe andbend encased all-round with cement concrete 1:5:10 (1

cement :5 fine sand : 10 graded stone aggregate 40 mm nominal

size) withall centering and shuttering required, cutting holes in

19.22 walls andmaking good with brick work in cement mortar 1:4 (1

cement : 4coarse sand) plastered with cement mortar 1:3 (1

cement : 3coarse sand) on inside of the manhole wall, lead

caulked jointsbetween sand cast iron pipes and fittings, stiff

cement mortar 1:1(1 cement : 1 fine sand) joints between sand

cast iron tee andS.W. pipe, making required channels complete as

150 standarddesign

mm dia sand castand specifications

drop connection

Constructing brick masonry road gully chamber 50x45x60 cm with

bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including

19.27 500x450 mm pre-cast R.C.C. horizontal grating with frame

as per standard design :

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

designation 7.5

SUB TOTAL( SEWERAGE & DRAINAGE) 4,58,590.13

Earth work in excavation by mechanical means (Hydraulic

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

2.6 1.5 m in width as well as 10 sqm on plan) including getting out and

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

directed by Engineer-in-charge.

2.6.1 All kind of soil Cum 33 251.100 8,238.56

Filling available excavated earth (excluding rock) in trenches,

2.25 plinth, sides of foundations etc. in layers not exceeding 20cm in Cum 16 310.370 5,091.71

depth, consolidating each deposited layer by ramming and

Excavatinglead up to of

trenches 50required

m and liftwidth

includingexcavation for sockets, and dressing of sides, ramming of

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

2.10 soil, and thenreturning 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 leadof 50 m :

2.10.1 All kinds of soil

2.10.1.2 Pipes, cables etc. exceeding 80mm dia but not exceeding 300mm Mtr 320 510.080 1,63,224.05

SUB TOTAL( EARTH WORK)

MP HALL JNV SIMDEGA,JHARKHAND

SUB HEAD DESCRIPTION AMOUNT DSR AMOUNT NSI

A SUB HEAD - A : PUMPS & EQUIPMENTS 1,33,436.98 -

B SUB HEAD - B : PIPING HYDRANT & ACCESSORIES SYSTEM 2,07,169.82 1,88,510.61

GRAND TOTAL 5,29,117.41

GRAND TOTAL 5,29,117.41

MP HALL JNV SIMDEGA,JHARKHAND

Description of items QTY UNIT

2022 E &M DSR-2022 DSR-

WORKS RATE (RS.) 2022(E&M)

SUB HEAD - A : PUMPS & EQUIPMENTS

18.4 Supplying , Installation , Testing and Commissioning

of Electric Driven Terrace Pump Suitable for

Automatic operation and Consisting of Following

Complete in all Respect as Required ( Terrace Fire

a) Horizontal Type Multistage , Centrifugal Pump of

Cast Iron Body and Bronze Impeller with Stainless

Steel Shaft Mechanical Seal Conforming to IS : 1520

b) Suitable HP Squirrel cage Induction motor , TEFC ,

synchronous speed 1500 RPM , Suitable for

operation on 415 Volts 3 Phase 50 Hz AC Supply

with IP 68 protection for enclosure Horizontal Foot

Mounted type with class F insulation Conforming to

IS : 325 with Energy Efficiency class IE-3

c) MS Fabricated Common Base Plate Coupling ,

Coupling Guard Foundation bolts etc as Required

d) Suitable Cement Concrete Foundation duly

Plastered with anti vibration Pads

The Head of the Pump is Selected in a manner so as

to give a minimum 3.5 kg/sqcm pressure at the

highest / farthest point

18.20 Supplying and Fixing Air Vessel made of 450 mm dia

8 mm thick ms sheet 2000 mm in height with air

release valve on top and flanged connection to riser

drain arrangement with 25 mm dia gunmetal wheel 20269.47

valve with required accessories pressure gauge and

painting with synthetic enamel paint of approved

shade as required 1 Set 20,269.47

TOTAL CARRIED TO SUMMARY SHEET FOR SUB HEAD A ######### -

PIPING, HYDRANT , AND ACCESSORIES SYSTEM

18.7 Providing Laying Testing and Commissioning of C

class Heavy duty MS Pipe Conforming to IS : 1239 /

3589 including Fittings like elbows , tees , flanges ,

tapers , nuts , bolts , gaskets etc in ground including

welding excavation and Providing cement concrete

blocks as supports anticorrosive treatment with

coaltar / asphalts tape as per IS :10221 refilling the

trench etc of following sizes complete as required .

MP HALL JNV SIMDEGA,JHARKHAND

Description of items QTY UNIT

2022 E &M DSR-2022 DSR-

WORKS RATE (RS.) 2022(E&M)

18.11 Supplying Fixing Testing and Commissioning of

butterfly valve of PN 1.6 Rating with Bronze

Gunmetal Sheet duly ISI marked complete with nuts

, bolts , washers , gaskets conforming to IS : 13095

of following sizes as required .

18.12 Supplying, fixing, testing & commissioning of double

flanged sluice valve of rating PN 1.6 with non rising

spindle, bronze/gun metal seat, ISI marked

complete with nuts, bolts, washers, gaskets and

conforming to IS 780 of following sizes as required :

18.14 Providing Installation Testing and Commissioning of

Non Return Valve of following sizes conforming to IS

: 5312 complete with rubber gasket , GI Bolts , Nuts

, washers etc as required .

18.15 Providing Installation Testing and Commissioning of

Stainless Steel Y Strainer fabricated out of 1.6 mm

thick stainless steel , Grade 304 , Sheet with 3 mm

dia holes with stainless steel flange .

18.9 Supplying and Fixing Single Headed Internal Hydrant

Valve with instantaneous gunmetal material

coupling of 63 mm dia with cast iron wheel ISI

marked conforming to IS : 5290 ( Type A ) with blank

Gunmetal material cap and chain as required .

18.9.1 Single Headed Gunmetal Material 1 Set 8494.87 8,494.87

18.13 Supplying and Fixing orifice plate made out of 6 mm

thick stainless steel ( Grade 304 ) with orifice of

required size to be fitted between flange and

landing valve of external and internal hydrants to

reduce pressure at the outlet to the level of 3.5 kg /

sqcm complete as required . 1 Each 1,467.66

18.16 Supplying and Fixing 63 mm dia 15 m Long RRL Hose

pipe with 63 mm dia male and female coupling duly

bound with GI wire , rivet etc . Conforming to IS :

636 ( Type A ) as Required .

18.16.1 Gunmetal Material 2 Set 5779.53 11,559.06

18.17 Supplying and Fixing First aid hose reel with MS

Construction Spray painted in Post office red

conforming to IS : 884 complete with the following

MP HALL JNV SIMDEGA,JHARKHAND

Description of items QTY UNIT

2022 E &M DSR-2022 DSR-

WORKS RATE (RS.) 2022(E&M)

20 mm nominal internal dia water hose

thermoplastic ( Textile Reinforced ) Type - 2 as per

20 mm nominal internal dia gunmetal globe valve

Drum and Brackets for fixing the equipments on

Connections from Riser with 25 mm dia stop

gunmetal valve and MS Pipe and socket

18.18 Supplying and Fixing 63 mm dia Gunmetal Short

Branch Pipe with 20 mm nominal internal diameter

size nozzle conforming to IS : 903 suitable for

instantaneous connection to interconnect hose pipe

coupling as required .

18.18.1 Gunmetal Material 2 Nos 2684.23 5,368.46

18.22 Providing and Fixing of Pressure Switch in MS Pipe

Line including connection etc as required 1 Each 1,717.64

NON-SCHEDULED ITEMS

NS-1 Providing and fixing of Fire Hose Cabinet size not

less than 2.1 x 1.2 x 0.90 mtr made out of M.S.

sheet not less than 1.5 mm thick having central

opening and 4 mm thick glazed glass doors (Two

nos.) suitably marked on the outside 'with the

letters "FIRE HOSE" including necessary locking

arrangement and painting in PO red colour suitable

to accommodate, internal hydrant valve, 2 nos 15

mtr long Hose pipe, branch pipe, nozzle and fire

man's axe. It shall be fixed inside the FHC Cabinet

Complete as required . 1 Each 29360.49 29,360.49

NS-2 Providing and fixing weather proof Fire Hose

Cabinet of size not less than 0.75 x 0.6 x 0.25 mtr

made out of M.S. sheet not less than 1.5 mm thick

having central opening and 4 mm thick glazed glass

doors (Two nos.) suitably marked on the outside

'with the letters "FIRE HOSE" including necessary

locking arrangement and painting in PO red colour

suitable to accommodate, external yard hydrant

valve, 2 nos 15 mtr long Hose pipe, branch pipe,

nozzle and fire man's axe. It shall be mounted on

boundary wall complete as required.

NS-3 Providing and fixing standard firemans axe with

heavy rubber handle. 1 Each 1285.00 1,285.00

MP HALL JNV SIMDEGA,JHARKHAND

Description of items QTY UNIT

2022 E &M DSR-2022 DSR-

WORKS RATE (RS.) 2022(E&M)

NS-4 Providing and fixing dial type pressure gauge with

isolation cock and copper pipe on main header Dial

diameter 100 mm celebration 0-16 / sq. cm.

NS-5 Co2 type Fire Extinguisher 4.5 Kgs. Capacity, made

from brand new seamless cylinder, as per IS: 7285

and CCE approval, fitted with Discharge hose and

horn and wheel type valve with initial Charge as per

IS: 15683:2018 specification, bearing ISI Mark & EIL

approved. 4 Each 9865.12 39,460.50

NS-6 ABC Stored Pressure type Fire Extinguisher 6 Kgs.

capacity bearing ISI Mark for Fighting ABC Class of

Fire. The Extinguisher will be Manufactured Strictly

as per BIS: 15683:2018 bearing ISI. mark. MAP 40%

a) In built NRV on valve to cross check internal

b) Operating temperature marking on valve.

c) Automatic safety release valve.

d) Non Returnable Valve 4 3993.03 15,972.11

NS-7 Water Stored Pressure type Fire Extinguisher, 9

Litre’s capacity Fire Extinguishers.The Extinguisher

will be Manufactured Strictly as per BIS: 15683:2018

bearing ISI. mark. 4 Each 3640.70 14,562.80

NS-8 5 Kg Ceiling Mounted Fire Extinguisher Clean Agent

HFC, Zero ODP, Stored PressureType, Pressure

Gauge, Gross Weight 7.7 Kg, empty Weight 2.7 Kg,

Can Height 267MM, Diameter 230MM, Discharge

Time less than 8 Secs, Auto discharge mechanism on

temperature rise, applicable on Class A,B,C and

electrically started Fire, Can Construction : Valve

Construction : Forging & Machining, Internal Coating

of Can : Epoxy Powder coating, Sheet metal

thickness : 1.60 MM

TOTAL CARRIED TO SUMMARY SHEET FOR SUB HEAD B ######### ##########

PROJECT :- MP HALL JNV SIMDEGA. JHARKHAND

ABSTRACT OF COST ELECTRICAL WORK

S.NO. DESCRIPTION DSR-2022 NSI

INTERNAL ELECTRICAL WORKS

I SUBHEAD - I - CIRCUIT CUM POINT WIRING RS. 12,03,054.86 59,965.14

II SUBHEAD - II - FITTINGS & FIXTURES RS. 23,371.44 5,71,010.64

III SUBHEAD - III - DISTRIBUTION BOARDS RS. 1,05,513.68 -

IV SUBHEAD - IV - EARTHING RS. 72,160.83 12,800.00

EXTERNAL ELECTRIFICATION WORKS

SUBHEAD - V - SUPPLYING & LAYING OF

VI SUB HEAD -VI :EXTERNAL LIGHT RS. - 70,537.32

VII SUB HEAD-VII:- PANEL RS. - 1,60,290.43

Digitally signed by PRIYA

PROJECT :- MP HALL JNV SIMDEGA. JHARKHAND

ESTIMATE OF ELECTRICAL WORKS

S.No. Code No. Description of items Unit Qty DSR-2022 DSR-2022

NS- Rate NS- Amount

SUBHEAD - I - CIRCUIT CUM POINT WIRING

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

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 PVC conduit, and earthing the point

with 1.5 sq. mm FRLS PVC insulated copper conductor

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 steel conduit, with modular switch, modular

plate, suitable GI box and earthing the point with 1.5

sq.mm FRLS PVC insulated copper conductor single

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

MCB CONTROL LIGHT POINTS

Wiring for light point/ fan point/ exhaust fan point/

call bell point with 2.5 sq.mm FRLS PVC insulated

copper conductor single core cable in surface /

recessed steel conduit, with modular switch, modular

plate, suitable GI box and earthing the point with 2.5

sq.mm FRLS PVC insulated copper conductor single

5.1 NSI-1.1 Primary point controlled by one MCB. Point 12 1,535.50 18,426.00

Same as item above but Secondary point. i.e. Points to

5.2 NSI-1.2 Point

be looped with Primary point with 2.5 sqmm wire and 12 1,365.90 16,390.80

Wiring for light/ power plug with 2X4 sq. mm FRLS

PVC insulated copper conductor single core cable in

6 DSR 1.5 Metre 481.07

surface/ recessed steel conduit alongwith 1 No. 4 sq.

mm FRLS PVC insulated copper conductor single core 350 1,68,375.26

cable for loop earthing as required.

Wiring for circuit/ submain wiring alongwith earth

7 DSR 1.7 wire with the following sizes of FRLS PVC insulated

copper conductor, single core cable in surface/

7.1 DSR 1.7.1 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire Metre 50 363.3 18,165.20

7.2 DSR 1.7.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire Metre 955 409.97 3,91,518.32

7.3 DSR 1.7.4 2 X 6 sq. mm + 1 X 6 sq. mm earth wire Metre 100 654.39 65,439.15

7.4 DSR 1.7.5 2 x 10 sq. mm + 1 x 6 sq.mm earth wire Metre 150 788.83 1,18,323.76

7.5 DSR 1.7.10 4 X 10 sq. mm + 2 X 6 sq. mm earth wire Metre 100 1295.45 1,29,545.07

7.6 DSR 1.7.11 4 X 16 sq. mm + 2 X 6 sq. mm earth wire Metre 60 1827.63 1,09,657.79

S.No. Code No. Description of items Unit Qty DSR-2022 DSR-2022

NS- Rate NS- Amount

Supplying and fixing suitable size GI box with modular

cover in front on surface or in recess, including

providing and 16 8,479.31

Supply and Wiring for 250 volts single phase and

neutral 2 Nos 6 amps socket outlate with control by 1

No switched with 2.5 sq.mm PVC insulated copper

conductor 1100 volts grade stranded flexible FRLS

9 NSI-2 wires in concealed or surface mounted 25 mm dia Each

2mm thick PVC conduit including providing and fixing

of 6 amps 3 pin switch socket outlet of aprpoved

make and design in 2 mm thick GI box with grid plate

and earthing of third pin of the socket with 2.5 Sq.

mm PVC insulated copper conductor stranded 14 1,796.31 25,148.34

Supplying and fixing suitable size GI box with modular

cover in front on surface or in recess, including

providing and 15 9,765.88

Supplying and fixing 3 pin, 5 A ceiling rose on the

existing junction box/ wooden block including 2 193.32

Supplying & fixing suitable size GI box wih modular

plate and cover in front on surface or in recess i/c

providing and fixing 25 amp modular socket outlet

and 25 Amps modular SP MCB, “C” curve including 2 1,615.42

Supplying and fixing following modular switch/ socket

13 DSR 1.24 on the

existing modular plate & switch box including

13.1 DSR 1.24.6 Telephone socket outlet Nos 4 164.43 657.72

Supplying and fixing following size/ modules, GI box

14 DSR 1.27 alongwith

modular base & cover plate for modular switches in

Supplying and fixing following size/ modules, GI box

15 DSR 1.24 alongwith

modular base & cover plate for modular switches in

15.1 DSR 1.24.4 3 pin , 5/6 amps socket outlet Each 2 135.54 271.09

Supplying and fixing following size/ modules, GI box

16 DSR 1.27 alongwith

modular base & cover plate for modular switches in

Supplying and fixing of following sizes of medium class

conduit along with accessories in surface/recess

Supplying and drawing following pair 0.5 mm dia FRLS

18.1 =round(1.18,2) PVC insulated annealed copper conductor, unarmored

telephone cable in the existing surface/ recessed

TOTAL CARRIED TO SUMMARY FOR SUBHEAD - I 12,03,054.86 59,965.14

SUBHEAD - II - FITTINGS & FIXTURES

S.No. Code No. Description of items Unit Qty DSR-2022 DSR-2022

NS- Rate NS- Amount

Supply, Installation, Testing and Commissioning of 9

W Bulk head Light. 6 1,778.38 10,670.28

2 NSI-2 Supply, Installation, Testing and Commissioning of 5W Each 6 1,077.79 6,466.74

Supply, Installation, Testing and Commissioning of

18W Recessed/Surface Mounted LED circular 38 1,975.94 75,085.72

Supply, Installation, Testing and Commissioning of

20W Wall/Surface mouted 4 ft. LED 8 1,975.94 15,807.52

Supply, Installation, Testing and Commissioning of

65W Surface mounted LED Bay light. 0 6,107.46 -

Supply, Installation, Testing and Commissioning of

12W Recessed mounted LED circular Downlighter

(Cat no-Bajaj Lighting BGSLO SLEEK SURFACE 12W WH

RD or equivalent as specified in the approved list of 30 1,167.60 35,028.00

Supply, Installation, Testing and Commissioning of

150W highway with 150LPW Ceiling mounted LED 2 7,469.82 14,939.64

Supply, Installation, Testing and Commissioning of

8 NSI-8 250W Highway with 130LPW ceiling mounted LED Each 18

Light Fixtures 11,204.73 2,01,685.14

Integral, SMD 2x2 LED, IP 20, 36W LED surface/

Recess mounted fixture with System efficacy of more

than 100lm/W and system lumen output

9 NSI-9 3600lm. Luminaire shall have satin finished Each 8

translucence (HET) diffuser for Uniform illumination

and wider light distribution. The LED shall be

compliant with LM80-08 standard with L70 life of 8,217.06 65,736.48

Supply, Installation, Testing and Commissioning of

1200 mm sweep, BEE 5 star rated, ceiling fan with

9 DSR 19.1 Brush Less Direct Current (BLDC) Motor, class of Each 3033.09

insulation: B, 3 nos. blades, 30 cm long down rod, 2

nos. canopies, shackle kit, safety rope, copper

winding, Power+ Factor

not less than 0.9, Service Value (CM/M/W) minimum

Supplying and fixing two module stepped type

10 DSR 1.25 electronic fan Each 409.97

regulator on the existing modular plate switch box 8 3,279.73

Installation, testing and commissioning of ceiling fan,

wiring the down rods of standard length (upto 30 cm)

Supplying of Plastic Body Ornamental Exhaust Fan

heavy duty 230V A.C 50 cycles, 300 mm sweep, 1400

12 NSI-9 rpm, energy efficient, complete erected in position Each

with all accessories. Make- Havells- Venti Air DS, or

Equivalent to Orient- Ventilator DS, Cromptong &

Greaves- Ventilus 250 or equivalent as per

13 NSI-10 Supply of heavy duty 450mm Wall Fan each 20 6,848.44 1,36,968.80

TOTAL CARRIED TO SUMMARY FOR SUBHEAD - II 23,371.44 5,71,010.64

SUBHEAD - III - DISTRIBUTION BOARDS

S.No. Code No. Description of items Unit Qty DSR-2022 DSR-2022

NS- Rate NS- Amount

Supplying and fixing following way, single pole and

1 DSR 2.3 sheet steel, MCB distribution board, 240 V, on

surface/ recess,

complete with tinned copper bus bar, neutral bus bar,

1.1 DSR 2.3.1 6 way, Double door Each 0 2450.91

1.2 DSR 2.3.2 8 way, Double door Each 1 2858.66 2,858.66

1.3 DSR 2.3.3 12 way, Double door Each 2 2572.01 5,144.03

Supplying and fixing following way, three pole and

neutral, sheet steel, MCB distribution board, 415

volts, on surface/ recess complete with tinned copper

busbar, neutral busbar, earth bar, din bar, detachable

gland plate, interconnections, phosphatized and

powder painted including earthing etc. as required.

2.1 DSR 2.4.1 4 way (4 + 12), Double door Each 0 4545.19

Supplying and fixing of following ways surface/

recess mounting, vertical type, 415 V, TPN MCB

distribution board of sheet steel, dust protected, duly

3 DSR 2.5 powder painted, inclusive of 200 A tinned copper bus

bar, common neutral link, earth bar, din bar for

mounting MCBs (but without MCBs and incomer) as

required . (Note :Vertical type MCB TPDB is normally

Supplying and fixing 5 A to 32 A rating, 240/415 V, 10

kA, "C" curve, miniature circuit breaker suitable for

inductive load of following poles in the existing MCB

DB complete with connections, testing and

4.2 2.10.2 Single Pole Neutral Each 0 665.5

Supplying and fixing following rating, double pole, 240

5 DSR 2.12 V, isolator in the existing MCB DB complete with

connections, testing and commissioning etc. as

Supplying and fixing following rating, four pole, 415 V,

6 DSR 2.13 isolator in the existing MCB DB complete with

connections, testing and commissioning etc. as

Supplying and fixing following rating, double pole,

(single phase and neutral), 240 V, residual current

circuit breaker (RCCB), having a sensitivity current 30

mA in the existing MCB DB complete with

Supplying and fixing DP sheet steel enclosure on

8 DSR-2.16 surface/ recess Each 1298.78

along with 25/32 A 240 V "C" curve DP MCB complete 3 3,896.35

Supplying and fixing single pole blanking plate in the

existing 5 72.22

TOTAL CARRIED TO SUMMARY FOR SUBHEAD - III 1,05,513.68 -

SUBHEAD - IV - EARTHING

S.No. Code No. Description of items Unit Qty DSR-2022 DSR-2022

NS- Rate NS- Amount

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

mm thick including accessories, and providing

masonary enclosure with cover plate having locking

arrangement and watering watering pipe 2.7 metre 1 8,301.55

Earthing with Cu. earth Plate 600mm x 600mm x 3mm

thick including accesssories, and providing masonary

2 DSR 5.6 enclosure with cover plate (CI heavy duty) having Sets 15374.31

locking arrangement and watering pipe pipe of 2.7

mtr long etc. with charcoal or coke and salt) as 1 15,374.31

Supplying and laying 25 mm X 5 mm G.I. strip in 40

3 DSR 5.11 mm dia G.I. pipe from earth electrode, including Mtr 784.38

connection with G.I. nut, bolt, spring, washer 20 15,687.62

Providing and fixing 25 mm X 5 mm copper strip on

4 DSR-5.14 surface or in recess for connections etc. as required. 2 Mtr 1291.01

nos used for 50 x 5 for the Neutral earthing of 20 25,820.13

S.No. Code No. Description of items Unit Qty DSR-2022 DSR-2022

NS- Rate NS- Amount

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

surface or in recess for connections etc. as required. 20 5,421.78

Providing and fixing 6 SWG dia G.I. wire on surface or

in recess for loop earthing etc. as required. 20 1,555.43

Supplying, fixing, testing and commissioning of

7 NSI-1 following bare Copper/ GI flat including all necessary

fixing accessories and effecting connections.

7.1 NSI-1.1 50 mm x 6 mm thick Cu flat Metre 0 2,350.00 -

7.2 NSI-1.2 50 mm x 6 m thick GI flat Metre 0 420.00 -

Supply and laying medium class GI pipe under

8 NSI-2 road/paved areas/wall crossing etc. including earth

excavations refilling, ramming and making good as

8.1 NSI-2.1 150 mm dia GI pipe Class B Metre 8 1,600.00 12,800.00

TOTAL CARRIED TO SUMMARY FOR SUBHEAD - IV 72,160.83 12,800.00

SUBHEAD - V - SUPPLYING & LAYING OF CABLE

Laying of one number PVC insulated and PVC

sheathed / XLPE power cable of 1.1 KV grade of

1 DSR 7.1 following size direct in ground including excavation,

sand cushioning, protective covering and refilling the

1.2 DSR-7.1.2 Above 35 sq. mm and upto 95 sq. mm Mtrs. 0 449.96

1.3 DSR-7.1.3 Above 95 sq. mm and upto 185 sq. mm Mtrs. 0 468.85

1.4 DSR-7.1.4 Above 185 sq. mm and upto 400 sq. mm Mtrs. 0 526.62

Laying of one number additional PVC insulated and

PVC sheathed / XLPE power cable of 1.1 KV grade of

2 DSR 7.2 following size direct in ground in the same trench in

one tier horizontal formation including excavation,

sand cushioning, protective covering and refilling the

2.1 DSR 7.2.1 Upto 35 sq. mm Mtrs. 0 298.86

2.2 DSR-7.2.2 Above 35 sq. mm and upto 95 sq. mm Mtrs. 0 317.75

2.3 DSR-7.2.3 Above 95 sq. mm and upto 185 sq. mm Mtrs. 0 337.75

2.4 DSR-7.2.4 Above 185 sq. mm and upto 400 sq. mm Mtrs. 0 395.52

Supply of following sizes of XLPE insulated Aluminum

3 NSI conductor strip/ wire Armoured, overall PVC sheathed

1.1 KV grade cables conforming to relevant IS-7098

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

TOTAL CARRIED TO SUMMARY FOR SUBHEAD - V 1,11,019.90 79,885.20

SUB HEAD -VI :EXTERNAL LIGHT

S.No. Code No. Description of items Unit Qty DSR-2022 DSR-2022

NS- Rate NS- Amount

Supplying, installation, testing and commissioning of

65W LED Street Light IP66 LED with High

performance having system lumen output of

minimum 9900 lumens, contemporary designed

housing made of die-cast aluminium, with street optic

LENS for uniform light distribution. PF better than 0.9, 4 7,634.33 30,537.32

SITC of 6m ht. GI pole alongwith control box,6A MCB

etc. as required for St. height 4 10,000.00 40,000.00

TOTAL CARRIED TO SUMMARY FOR SUBHEAD -VI - 70,537.32

49.0 NS-8 SUB HEAD-VII:- PANEL ( FOR BUILDING )

Supplying, installing, testing & commissioning of following

type compartmentalised wall mounted / floor mounted

cubicle board made from 2mm thick CRCA sheet dust &

vermin proof duly phosphatized & powder coated

inclusive of suitable size 4 strip Al. Busbar complete with

interconnection providing Lugs, inter-earthing, painting

Receiving,unloading,storing, handling, installation, testing

and commissioning of following MV Switchboards

complete as required and as per site condition and

dimension of all panels shall be carried out as per the

Incomer - 160A 4P MCCB - 1no

Busber - 250A Aluminium

R,Y,B Indication Lamp - 3nos

160A Digital Multifunction Meter - 1no

160/5 CT - 3nos

Body - 1.6mm Powder Coated.

Wall/Floor Mounted - Top & Bottom Entry

63A 4P MCB - 3nos

40A 4P MCB - 5nos

2 NSI-2 FIRE FIGHTING PANEL for two 5 H P pumps on terrace. Set 1 40000 40000

Total of Sub-Head - VII carried to summary sheet - 160290.43

PROJECT :- MP HALL JNV SIMDEGA. JHARKHAND

ABSTRACT OF COST AUDIO SYSTEM

S.NO. DESCRIPTION DSR-2022 NSI

I SUB HEAD-VIII:-AUDIO SYSTEM RS. - 12,19,768.00

say in lacs RS. - 12.20

Digitally signed by PRIYA

PROJECT :- MP HALL JNV SIMDEGA. JHARKHAND

Description of Item Qty. Unit Rate Amount

(A) SUB HEAD-VIII:-AUDIO SYSTEM

Supply, Installation, Testing & Commissioning of Speaker with below

Specifications:-

Transducer Size : 15" LF Driver + 1 x 1" Horn-loaded Compression Driver

Power Handling : 300 Watts Continuous, 1200W Peak

Dispersion : 90 x 40

Sensitivity : 101 dB

Max SPL : 124dB continuous, 130 dB peak. as required.

Supply, Installation, Testing & Commissioning of Subwoofer with below

Specifications:-

Transducer Size : 18" Low Frequency Driver

Power Handling : 600 Watts Continuous, 2400W Peak

Dispersion : Omni-directional,

Sensitivity : 101 dB

Max SPL : 129dB continuous, 135 dB peak". as required.

Supply, Installation, Testing & Commissioning of Class-D Power Amplifier with

below Specifications:-

Number of Channels : 2

Power at 4 Ohms per channel : 1000W

Power at 8 Ohms per channel : 500W

Class-D with LCD Display for critical factors, dual step power factor correction,

built in crossover to set HPF & LPF Filters

Supply, Installation, Testing & Commissioning of Software Controlled Digital

DSP with below Specifications:-

Number of Inputs - 4,

Number of Outputs - 8,

Input Impedance - 12kΩ unbalanced, 24 kΩ balanced 1 Nos 80,000.00 80,000.00

Adjustable Delay - 1 second / input & 1 second / output

Approved Makes: OHM /British Acoustics/ Bose/ British Acoustics. as required.

3 Supply of Flying bar for above speakers. as required. 2 Nos 20,000.00 40,000.00

Supply of Stage Monitor Supply of Stage monitor 2-way, bi-amp. bass reflex

4 design, 400+100W rms , 75Hz-16KHz freq resp, 12" woofer, 1"HF driver, 130dB 2 Nos 46,000.00 92,000.00

SPL max, Disp 90°, polyprop molded enclosure . . as required.

Supply of Audio mixer 24 mono mic inputs 4 line inputs Freely assignable

faders and patching Pre/Post selection per input per bus AES in and out

Global mode encoders FaderGlow™ GEQ on every bus 20 sub-group / aux

5 busses 4 FX busses 8 Matrix busses LR and C Mix busses 4 Stereo Lexicon 1 No. 86,000.00 86,000.00

Effects engines Delay on inputs and outputs 4 Mute Groups Freely assignable

insert loops Harman HiQnet integration Colour touch screen interface. as

6 Supply of Corded microphone . as required. 2 Nos 9,154.00 18,308.00

7 Supply of Instrument Microphone. as required. 2 Nos 9,678.00 19,356.00

8 Supply of Podium Microphone . as required. 2 Nos 28,411.00 56,822.00

9 Supply of Microphone Stand Big(GS). as required. 2 Nos 1,124.00 2,248.00

10 Supply of Microphone Stand Small(GS). as required. 2 Nos 843.00 1,686.00

Supply of microphone cable from stage to control room for microphone

points with conduit pipe etc. as required.

12 Supply of Speaker 2.5sqmm x3core . as required. 200 Mtr 100.00 20,000.00

Digitally signed by PRIYA

Description of Item Qty. Unit Rate Amount

Supply of microphone connecting box made out from CRC sheet metal box

duly powder coated paint,with 6 nos XLR panel mounting socket & phono

socket having the facility to connect the 6nos microphone channel. as

14 Supply of Professional Head phone(German Meastro/Sennheiser/OSL). as required.1 Nos 7,170.00 7,170.00

15 Supply of Microphone cable XLR to XLR up to 10 Mtr . as required. 15 Nos 1,265.00 18,975.00

16 Supply of Microphone cable XLR to XLR up to 15 Mtr . as required. 15 Nos 1,861.00 27,915.00

Supply of Speaker connectin connector & MCB Box for Speaker etc. as

18 Installation charges 1 Job. 80,000.00 80,000.00

Digitally signed by PRIYA

ABSTRACT OF COST FOR PATHWAY

Sl. DSR- Description Qty Unit Rate Amount

1 Analysis CONSTRUCTION OF PATHWAY 260.00 Sqm 2620.06 6,81,215.60

FOOTPATH 2.00 MT. WIDE

DETAILS OF MEASUREMENT & ANALYSIS OF RATE

Sl. DESCRIPTION OF ITEM DSR- QTY UNIT RATE AMOUNT

No. 2021 (In Rs.) On DSR

1 Earth work in excavation by mechanical means

(Hydraulic excavator) / manual means over areas

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

sqm on plan) including disposal of excavated earth, lead

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

levelled and neatly dressed. 2.6

all kinds of soil 2.6.1 1.89 Cum 251.10 474.57

2 Providing and laying in position cement concrete of

specified grade excluding the cost of centering and

shuttering. All work upto plinth level. -

1:5:10 (1 cement : 5 course bound: 10 graded stone

aggregate 40mm nominal size) 4.1.10 0.45 Cum -

3 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 s;ze, 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. -

4 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),

ncluding making joints with or without grooves

(thickness of joints except at sharp curve shall not to

more than 5mm), including making drainage opening

wherever required complete etc. as per direction of

Engineer-in-charge (length of finished kerb edging shall

be measured for payment). (Precast C.C. kerb stone

shall be approved by Engineer-in-charge). 16.69 0.90 Cum 10527.27 9,474.55

5 Painting with synthetic enamel paint of approved brand

and manufacture of required colour to give an even

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

suitable shade with ordinary paint of approved brand

and manufacture 13.62.1 3.00 Sqm 233.92 701.77

6 Excavating, supplying and filling of local earth (including

royalty) by mechanical transport upto a lead of 5km also

including ramming and watering of the earth in layers

not exceeding 20 cm in trenches, plinth,

sides of foundation etc. complete. 2.25a -

7 Filling available excavated earth (excluding rock) in

trenches, plinth, sides of oundations etc. in layers not

exceeding 20cm in depth, consolidating each deposited

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

Sl. DESCRIPTION OF ITEM DSR- QTY UNIT RATE AMOUNT

No. 2021 (In Rs.) On DSR

deduct PCC -0.45 -

8 Centering and shuttering including strutting, propping

etc. and removal of form for all heights : -

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

concrete. 5.9.1 1.50 -

COST OF 20.00 Sqm. Footpath = 52,401.14

Cost of 1.00 Sqm. Footpath = 2,620.06

ABSTRACT OF COST FOR PROPOSED PQC ROAD

Sl. DSR- Description Qty Unit Rate Amount On Amount On

No. 2021 (In Rs.) DSR-2021 Non- DSR

1 DSR- COST OF ROAD

TOTAL COST 55,244.40 -

Say in lacs 0.55

Digitally signed by PRIYA

ANALYSIS OF RATE FOR PQC ROAD FOR 3.5 MTR WIDE & 10.0 MTR LONG ROAD

Sl. DESCRIPTION OF ITEM UNIT QTY RATE AMOUNT

1 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,

16.1 dressing to camber and consolidating with road Sqm 55.000 220.60 12,133.15

roller including making good the undulations etc.

and re-rolling the sub grade and disposal of

surplus earthwith lead upto 50 metres.

2 Construction of granular sub-base by providing

close graded Material conforming to

specifications, mixing in a mechanical mix plant at

OMC, carriage of mixed material by tippers to

work site, for all leads & lifts, spreading in uniform

layers of specified thickness with motor grader on

prepared surface and compacting with vibratory

power roller to achieve the desired density,

complete as per specifications and directions of

Engineer-in-Charge.

3 With material conforming to Grade-I (size range

75 mm to 0.075 mm) having CBR Value-30

4 Construction of dry lean cement concrete sub

base over a prepared sub-grade with coarse and

fine aggregate conforming to IS:383, the size of

coarse aggregate not exceeding 25 mm, aggregate

cement ratio not to exceed 15:1, aggregate

gradation after blending to be as per

specifications, cement content not to be less than

16.8 150 Kg/cum, optimum moisture content to be cum 3.500 5048.26 17,668.91

determined during trial length construction,

concrete strength not to be less than 10 Mpa at 7

days, mixed in a batching plant, transported to

site, for all leads & lifts, laid with a mechanical

paver, compacting with 8-10 tonne vibratory

roller, finishing and curing etc. complete as per

direc on of Engineer in- charge.

Digitally signed by PRIYA

Sl. DESCRIPTION OF ITEM UNIT QTY RATE AMOUNT

5 Providing and laying C.C. pavement of mix M-25

with ready mixed concrete from batching plant. The

ready mixed concrete shall be laid and finished with

screed board vibrator , vacuum dewatering process

and finally finished by floating, brooming with wire

brush etc. complete as per specifications and

16.75 directions of Engineer-incharge. cum 4.380 10116.62 44,260.23

(The panel shuttering work shall be paid for

(Note:- Cement content considered in this item is @

Excess/less cement used as per design mix is

payable/ recoverable separately).

6 Providing and filling in position rubberized bitumen Per cm

hot sealing compound for sealing of expansion width

joints in roads / pavements all complete as per per

16.46.1 direction of the Engineer-in-Charge. cm 131.250 9.17 1,203.08

Using grade 'A' sealing compound conforming to depth

IS: 1834 per m

7 Providing and laying at or near ground level factory

made kerb stone of M-25 grade cement concrete in

position to the required line, level and curvature,

jointed with cement mortar 1:3 (1 cement: 3 coarse

sand), including making joints with or without

grooves (thickness of joints except at sharp curve

shall not to more than 5mm), including making

drainage opening wherever required complete etc.

as per direction of Engineer-in-charge (length of

finished kerb edging shall be measured for

payment). (Precast C.C. kerb stone shall be

by Engineer-in-charge).

8 Excavating, supplying and filling of local earth

(including royalty) by mechanical transport upto a

2.25a lead of 5km also including ramming and watering of cum 8.500 450.56 3,829.72

the earth in layers not exceeding 20 cm in trenches,

plinth, sides of foundation etc. complete.

Painting with synthetic enamel paint of approved

brand and manufacture of required colour to give

an even shade :

9 Two or more coats on new work over an under coat

of suitable shade with ordinary paint of approved 234.05 2,106.42

13.62.1 brand and manufacture sQM 9.000

Total Cost for 35 Sqm(DSR Items) 96,677.59

Cost For Per Sqm Area ( DSR Items ) 2,762.22

Digitally signed by PRIYA

COST SUMMARY FOR CONVENTIONAL FIRE ALARM SYSTEM

S.NO. DESCRIPTION DSR-2022 NSI

I SUBHEAD - I - FIRE ALARM CONVENTIONAL SYSTEM RS. 63,045.53 87,288.00

Say in lacs RS. 0.63 0.87

Digitally signed by PRIYA

Detailed Estimate for LV Works

S.No. Code No. Description of items Unit Total Qty.

DSR-2022 NSI DSR-2022 NSI

DSR 2022 SUBHEAD - I - FIRE ALARM CONVENTIONAL SYSTEM

Supplying, installation, testing & commissioning sector panel suitable for

following zones, complete with visual indications for short circuit fault, open

1 DSR 17.1.9 circuit fault, fire condition and all other standard facilities as per IS:2189 with

mimic diagram for all area/zone covered, complete with all connections,

interconnections as required

Supplying, installation, testing & commissioning of conventional beam

detector with short circuit isolator (inbuilt or seperate) complete with

2 NS-1 emitter and receiver including connections with remote test features etc Nos. 2 43,644 - 87,288

3 DSR 17.1.2 Supplying, installation, testing & commissioning of smoke detector with Nos. 10 12,677

builtin LED and mounting base complete with all connections etc. as required

Supplying, installation, testing & commissioning of manual call boxes of MS 513.29

4 DSR 17.1.3 construction in surface/recess with stainless steel chain & hammer assembly Nos. 4 2,053

complete with glass and push button etc. as required.

Supplying, installation, testing & commissioning fire alarm sounder with 605.51

facility to make announcement, mounted in M.S. box (16 SWG) with hinged

5 DSR 17.1.6 cover plate & suitable for operation with amplifier i/c line matching Nos. 4 2,422 -

transformer etc. complete as required.

Supplying & laying of 2x1.5 sqmm fire alarm armoured cable, 156.65

600/1000V rated with annealed copper conductor having XLPE

insulation, steel wire armouring & FRLS outer sheath complete as

Supplying and fixing of following sizes of steel conduit along with

accessories in surface/recess including painting in case of surface

conduit, or cutting the wall and making good the same in case of

recessed conduit as required.

Detailed Estimate for LV Works

S.No. Code No. Description of items Unit Total Qty.

DSR-2022 NSI DSR-2022 NSI