Construction of 144 Bedded (G plus 3) at the Madan Mohan Malviya University of Technology , (MMMUT) ,Gorakhpur (UP).

[ ABSTRACT OF COST - UPTO PLINTH LVL.]

[ GIRL'S HOSTEL - 144 BEDDED ]

(Based on D.S.R. - 2023 )

S.N. DESCRIPTION OF ITEM QUANTITY UNIT RATES AMOUNT

Supply, Installation, Testing and Commissioning of ongrid Solar

Photovoltaic Power Plant conforming to MNRE specifications as

amended, consisting of Mono/Poly Crystalline silicon solar cells, net

metering facility, necessary protections, earthing, mounted on

Aluminium/GI structure of suitable strength with following

1 components complete as required

a) Solar Photovoltaic Module of capacity 330 Wp or above,

manufactured in India, conforming to IS 14286/IEC 61215, IS/IEC

61730-Part-1, IS/IEC 61730-Part-2. Solar Photovoltaic Module

conversion efficiency shall not be less than 16.5%. PV modules

in solar power plants/ systems must be warranted for their output

watt capacity, which should not be less than 90% at the end of 10

2 years and 80% at the end of 25 years.

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

range and 400 V AC, three phase, 4 wire, 50Hz +/- 2.5 Hz, output

voltage suitable to generate AC Power with efficiency not less than

97%, total harmonic distortion less than 3% and suitable for

temperature from 0 to 50 degree C. The PCU shall adjust the

3 and frequency level to suit the Grid Voltage Frequency.

4 c) Data Monitoring System complete with accessories.

d) Fixing of Array junction box & Main junction box with IP 65

protection and termination arrangement for incoming and outgoing

cable along with glands, lugs and other accessories etc. as required.

e) Lightning and surge voltage protection.

f) Connections & Interconnections by supplying & fixing required

size XLPE insulated copper conductor 1.1 kV grade armoured

power and control cables between solar modules, main power cable

to grid supply PCU unit along with supplying & fixing of necessary

channel/conduit lugs and other accessories etc. as required

SOLAR PHOTOVOLTAIC as described above 25 KWP 58480 1462000

Digitally signed by Anuvesh

DETAILED ESTIMATE OF PROPOSED 144 BEDDED GIRL HOSTEL

AT MMMUT ,COLLEGE ,DISTT-GORAKHPUR(UP)

[ ABSTRACT OF COST - UPTO PLINTH LVL.]

[ GIRL'S HOSTEL - 144 BEDDED ]

(Based on D.S.R. - 2023 )

S.N. DESCRIPTION OF ITEM DSR NO. QUANTITY UNIT RATES AMOUNT

1 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, for all lift, including getting out the excavated soil and

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

All kinds of soil.

(i) Excavation up to 1.50 mt. depth 2.8.1 2051.075 CUM 260.30 533894.79

(ii) Excavation 1.50 mt. to 3.0 mt. depth 2.8.1+2.26 528.956 CUM 387.10 204758.82

1a. Filling available excavated earth (excluding rock) in trenches,

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

consolidating each deposited layer by ramming and watering, lead up

Excavating, supplying, stacking and filling of local earth (including

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

ramming and watering of lhe earth in layers not exceeding 20 cm in

foundation trenches, plinth, sides of foundation etc. complete for all lift. 2.25,a CUM 700.50

3 Providing and laying in position cement concrete of specified

gradeexcluding the cost of centering and shuttering - All work up to

plinthlevel :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and

dressing complete.

5 Diluting and injecting chemical emulsion for PRE-

CONSTRUCTIONAL anti-termite treatment (excluding the cost of

chemical emulsion) :

Treatment of soil under floors using chemical emul sion @ one litre per hole, 300 mm apart including

holes and plugging

with cement mortar 1 :2 (1 cement : 2

Treatment of masonry using chemical emulsion @ one litre per hole at 300 mm 2.35.4.1

interval including drilling

1112.994 holes atSQM

with cement mortar 1:2 (1 ce ment : 2 co

6 Providing and laying in position ready mixed or site batched design

mix cement concrete for reinforced cement concrete work; using

coarse aggregate and fine aggregate derived from natural sources,

Portland Pozzolana / Ordinary Portland /Portland Slag cement,

admixtures in recommended proportions as per IS: 9103 to accelerate /

retard setting of concrete, to improve

durability and workability without impairing strength; including

pumping of concrete to site of laying, curing, carriage for all leads; but

excluding the cost of centering, shuttering, finishing and reinforcement

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

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

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

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

minimum cement content, the contractor shall have discretion to either

re-design the mix or bear the cost of extra cement. 5.33

Concrete of M25 grade with minimum cement content of 330 kg

/cum. (For R.C.C. Beam) (As per design mix concrete M-25 cement

concrete @ 362.00kg/cum.) (As per design mix enclosed) variation

in cement consumption should be taken into consideration while

All works upto plinth level 5.33.1 70.540 CUM 9504.75 670468.78

[Extra for Cement Bag] 70.540 CUM 164.99 11638.60

Digitally signed by Anuvesh

Providing and laying in position ready mixed or site batched design

mix cement concrete for reinforced cement concrete work; using

coarse aggregate and fine aggregate derived from natural sources,

Portland Pozzolana / Ordinary Portland /Portland Slag cement,

admixtures in recommended proportions as per IS: 9103 to accelerate /

retard setting of concrete, to improve durability and workability

without impairing strength; including pumping of concrete to site of

laying, curing, carriage for all leads; but excluding the cost of

centering, shuttering, finishing and reinforcement as per direction of

the engineer-in-charge; for the following grades of concrete. Note:

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

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

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

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

or bear the cost of extra cement. 5.33

Concrete of M25 grade with minimum cement content of 330 kg

/cum. (For R.C.C. Footing/Raft) (As per design mix concrete M-25

cement concrete @ 362.00kg/cum.) (As per design mix enclosed)

variation in cement consumption should be taken into

consideration while payment)

All works upto plinth level 5.33.1 711.298 CUM 9504.75 6760714.09

[Extra for Cement Bag] 711.298 CUM 164.99 117358.56

Providing and laying in position ready mixed or site batched design

mix cement concrete for reinforced cement concrete work; using

coarse aggregate and fine aggregate derived from natural sources,

Portland Pozzolana / Ordinary Portland /Portland Slag cement,

admixtures in recommended proportions as per IS: 9103 to accelerate /

retard setting of concrete, to improve durability and workability

without impairing strength; including pumping of concrete to site of

laying, curing, carriage for all leads; but excluding the cost of

centering, shuttering, finishing and reinforcement as per direction of

the engineer-in-charge; for the following grades of concrete. Note:

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

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

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

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

or bear the cost of extra cement. 5.33

Concrete of M25 grade with minimum cement content of 330 kg

/cum. (For R.C.C. Column) (As per design mix concrete M-25

cement concrete @ 362.00kg/cum.) (As per design mix enclosed)

variation in cement consumption should be taken into

consideration while payment)

All works upto plinth level 5.33.1 36.048 CUM 9504.75 342624.60

[Extra for Cement Bag] 36.048 CUM 164.99 5947.59

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

class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1

cement : 6 coarse sand) 6.1.2 75.369 CUM 7132.25 537551.35

10 Painting on D.P.C. with two coat of air blown bitumen 85/50 or 85/25

1.7 kg/sqm approximate including cost of fuel if any. 4.13 SQM 146.15

11 Providing and laying damp-proof course 40 mm thick with cement

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

sources : 4 graded stone aggreg ale 12.5 mm nominal size derived

from natural sources) 4.10 SQM 410.85

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

bending, placing in position and binding all complete. Thermo-

Mechanically Treated bars of grade Fe-500D or more. 5.22.6 837.627 QTL 10785.00 9033803.70

13 15 mm thick plinth plaster [1 cement : 4 coarse sand] 13.5.1 357.548 SQM 411.75 147220.43

14 Centering and shuttering including strutting, propping etc. and removal

a) Foundations, footings, bases of columns, etc. for mass concrete 5.9.1 431.367 SQM 392.15 169160.37

b) Columns, Pillars, Piers, Abutments, Posts and Struts 5.9.6 355.566 SQM 961.30 341805.21

(c) Lintels, beams, plinth beams, girders, bressumers and cantilevers. 5.9.5 779.678 SQM 736.40 574154.78

Digitally signed by Anuvesh

DETAILED ESTIMATE OF PROPOSED 144 BEDDED GIRL HOSTEL

AT MMMUT ,COLLEGE ,DISTT-GORAKHPUR(UP)

[ ABSTRACT OF COST - GIRL'S HOSTEL - 144 BEDDED ]

[ ABOVE PLINTH LVL. ]

(Based on D.S.R. - 2023 )

S.No. DESCRIPTION OF ITEM DSR NO. QUANTITY UNIT RATES AMOUNT

1 Providing and laying in position ready mixed or site batched design mix cement

concrete for reinforced cement concrete work; using coarse aggregate and fine

aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland

/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to

accelerate / retard setting of concrete, to improve durability and workability

without impairing strength; including pumping of concrete to site of laying,

curing, carriage for all leads; but excluding the cost of centering, shuttering,

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

following grades of concrete. Note: Extra cement up to 10% of the minimum

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

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

cement content, the contractor shall have discretion to either re-design the mix or

bear the cost of extra cement.

Concrete of M25 grade with minimum cement content of 330 kg /cum. (For

R.C.C. Beam) (As per design mix concrete M-25 cement concrete @

362.00kg/cum.) (As per design mix enclosed) variation in cement consumption

should be taken into consideration while payment)

All works above plinth level 5.33.2.1 28.997 CUM 9860.40 285921.08

[Extra for Cement Bag] 28.997 CUM 164.99 4784.26

2 Providing and laying in position ready mixed or site batched design mix cement

concrete for reinforced cement concrete work; using coarse aggregate and fine

aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland

/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to

accelerate / retard setting of concrete, to improve durability and workability

without impairing strength; including pumping of concrete to site of laying,

curing, carriage for all leads; but excluding the cost of centering, shuttering,

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

following grades of concrete. Note: Extra cement up to 10% of the minimum

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

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

cement content, the contractor shall have discretion to either re-design the mix or

bear the cost of extra cement.

Concrete of M25 grade with minimum cement content of 330 kg /cum. (For

R.C.C. Slab) (As per design mix concrete M-25 cement concrete @

362.00kg/cum.) (As per design mix enclosed) variation in cement consumption

should be taken into consideration while payment)

All works above plinth level 5.33.2.1 663.773 CUM 9860.40 6545070.79

[Extra for Cement Bag] 663.773 CUM 164.99 109517.29

3 Providing and laying in position ready mixed or site batched design mix cement

concrete for reinforced cement concrete work; using coarse aggregate and fine

aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland

/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to

accelerate / retard setting of concrete, to improve durability and workability

without impairing strength; including pumping of concrete to site of laying,

curing, carriage for all leads; but excluding the cost of centering, shuttering,

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

following grades of concrete. Note: Extra cement up to 10% of the minimum

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

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

cement content, the contractor shall have discretion to either re-design the mix or

bear the cost of extra cement.

Concrete of M25 grade with minimum cement content of 330 kg /cum. (For

R.C.C. Slab) (As per design mix concrete M-25 cement concrete @

362.00kg/cum.) (As per design mix enclosed) variation in cement consumption

should be taken into consideration while payment)

All works above plinth level 5.33.2.1 322.622 CUM 9860.40 3181186.14

[Extra for Cement Bag] 322.622 CUM 164.99 53230.12

Digitally signed by Anuvesh

4 Providing and laying in position ready mixed or site batched design mix cement

concrete for reinforced cement concrete work; using coarse aggregate and fine

aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland

/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to

accelerate / retard setting of concrete, to improve durability and workability

without impairing strength; including pumping of concrete to site of laying,

curing, carriage for all leads; but excluding the cost of centering, shuttering,

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

following grades of concrete. Note: Extra cement up to 10% of the minimum

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

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

cement content, the contractor shall have discretion to either re-design the mix or

bear the cost of extra cement.

Concrete of M25 grade with minimum cement content of 330 kg /cum. (For

R.C.C. Column) (As per design mix concrete M-25 cement concrete @

362.00kg/cum.) (As per design mix enclosed) variation in cement consumption

should be taken into consideration while payment)

All works above plinth level 5.33.2.1 225.036 CUM 9860.40 2218947.34

[Extra for Cement Bag] 225.036 CUM 164.99 37129.18

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

designation 7.5 in superstructure above plinth level up to floor V level in all

shapes and sizes in : :Cement mortar 1:6 (1 cement : 6 coarse sand) 6.4.2 1118.261 CUM 9105.95 10182828.65

6 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class

designation 7.5 in superstructure above plinth level up to floor V level.Cement

mortar 1:4 (1 cement :4 coarse sand) 6.13.2 794.417 SQM 1123.80 892766.36

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

third course of half brick masonry. 6.15 794.417 SQM 104.80 83254.95

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

placing in position and binding all complete. Thermo-Mechanically Treated bars

8 15 mm cement plaster on rough side of single or half brick wall of mix:1:6 (1

9 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) 13.4.2 5624.058 SQM 343.65 1932707.67

10 6mm thick plaster on Ceiling in 1:3 13.16 4365.819 SQM 300.45 1311710.39

11 Providing and fixing 18 mm thick (Granite) gang saw cut, mirror

polished,premoulded and prepolished, machine cut for kitchen platforms,

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

approved shade, colour and texture laid over 20 mm thick base cementmortar 1:4

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

pigment, epoxy touch ups, including rubbing, curing,moulding and polishing to

edges to give high gloss finish etc. complete at all levels.Area of slab over 0.50

12 Providing edge double moulding to 18 mm thick marble stone counters, Vanities

etc., including machine polishing to edge to give high gloss finish etc. complete as

per design approved by Engineer-in-Charge.Granite work 8.3.2 10.000 RM 510.95 5109.50

13 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

20mm 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., complete.Size of Tile 600x600 mm 11.41.2 1717.177 SQM 1553.45 2667548.61

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

manufacturer), with water absorption less than 0.08 % and conforming to I.S.

15622, of approved make, in all colours & shade, in skirting, riser of steps, over

12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with

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

& matching pigments etc. complete.Size of Tile 600x600 mm

Digitally signed by Anuvesh

15 Providing and laying Vitrified tiles in floor in different sizes (lhickness to be

specified by the manufacturer)with water absorption less than 0.08% and

conforming to lS:15622, of approved brand & manufacturer, in all colours and

shade, laid on 20 mm thick cement mortar 1:4 (1 cemenl: 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 lhe zero chipping

diamond cufter 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.

Glazed Vitrified tiles Mat/Antiskid flnish of size. Size of Tile 600 x 600 mm 11.41A.3.1 1884.118 SQM 1464.85 2759950.14

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

with grey cement slurry mixed with pigment to match the shade of the slab,

including rubbing and polishing complete with base of cement mortar 1 : 4 (1

cement : 4 coarse sand) : :25 mm thick 11.26.1 100.000 SQM 1948.25 194825.00

17 Chequered lerrazo liles 22 mm thick with graded marble chips of size up to 6 mm

in floors, jointed with neat cement slurry mixed with pigment to match the shade

of the tiles, including rubbing and polishing complete, on 20 mm thick bed of

cement mofiarl :4 (1 cement :4 coarse sand) : Light shade pigment using white

cement 11.19.1 SQM 1533.80

18 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to

be specified by the manufacturer) of 1st quality conforming to IS : 15622 of

approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on

20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey

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

matching pigment etc., complete. 11.37 296.162 SQM 1096.55 324756.44

19 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622

(thickness to be specified by the manufacturer), of approved make, in all colours,

shades except burgundy, bottle green, black of any size as approved by Engineer-

in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement

mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @

3.3kg per sqm, including pointing in white cement mixed with pigment of

matching shade complete. 8.31 1057.275 SQM 1267.95 1340571.84

20 38 mm thick wood block flooring of first class teak wood laid over 25 mm thick

leveling layer of cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded stone

aggregate 10 mm nominal size) to be paid separately, coated with a thin layer of

hot bitumen penetration 80/25 (blown type) @ 2.45 kg per sqm, including fixing

blocks in position after dipping in hot bitumen (blown type) up to half depth,

planed, levelled smooth and

finished complete. 11.34 SQM 12020.45

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

12-20mm nominal size laid in one layer neat cement (25 mm thick floor).

22 Providing and fixing lSl marked flush door shutters conforming to lS : 2202 (Pan

l) decorative type, core of block board construction with frame of 1st class hard

wood and well matched teak 3 ply veneering with vertical grains or cross bands

and face veneers on both faces of shutters. 35 mm thick including lSl marked

Stainless Steel butt hinges with necessary screws

23 Providing and fixing factory made single extruded WPC (Wood Polymer

Composite) solid door/window/Clerestory windows & other Frames/Chowkhat

comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium

carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic

additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints

after applying PVC solvent cement and screwed with full body threaded star

headed SS screws having minimum frame density of 750 kg/cum, screw

withdrawal strength

of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2,

modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A

category with property of being termite/borer proof, water/moisture proof and fire

retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of

required dia and length complete as per direction of Engineer-In- Charge. (M.S

hold fast/lugs or SS dash fasteners shall be paid for separately).

Note: For WPC solid door/window frames, minus 5mm tolerance in dimensions

i.e depth and width of profile shall be acceptable. Variation in profile dimensions

on plus side shall be acceptable but no extra payment on this account shall be

Frame size 65 x 100 mm 26.86.5 RM. 1111.30

Digitally signed by Anuvesh

Providing and fixing pressed steel door frames conforming to IS: 4351,

manufactured from commercial mild steel sheet of 1.60 mm thickness, including

hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle

of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or

rigidly fixed together by mechanical means, including M.S. pressed butt hinges

2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as

specified and applying a coat of approved steel primer after pretreatment of the

surface as directed by Engineer-in-charge:

Profile B 10.14.1

Fixing with adjustable lugs with split end tail to each jamb 10.14.1.1 1161.270 583.3 677368.79

24 Providing and fixing factory made single extruded WPC (Wood Polymer

Composite) solid decorative type flush door shutter of required size comprising of

virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and

natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives

(maximum toxicity index of 12 for 100 gms) having minimum density of 650

kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge),

minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and

resistance to spread of flame of Class A category with property of being

termite/borer proof, water/moisture proof and fire retardant.

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

design pasted with hot melt adhesive on both faces of shutter and fixing with

stainless steel butt hinges of required size with necessary full body threaded star

headed counter sunk S.S screws, all as per direction of Engineer-In- Charge.

(Note: stainless steel butt hinges and necessary S.S screws shall be paid separately)

25 M.S. or Iron work of small sizes and sections such as holding down bolts, hold

fast tie rods, gratings etc. wrought to required from including supply of steel bolts,

nuts wastage etc and fixing required for proper completion of the work.

(a) Providing and fixing T-iron frames for doors, windows and ventilators of mild

steel Tee-sections, joints mitred and welded, including fixing of necessary butt

hinges and screws and applying a priming coat of approved steel primer.

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

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

(b) Providing and fixing M.S. grills of required pattern in frames of windows etc. with

M.S. Flats,square or round bars etc. all complete. Fixed to Steel windows by 9.48.1 5704.350 KG 219.10

welding 1249823.09

(c) 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 10.25

structural steel etc. as required.

ln gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

26 Providing and fixing factory made uPVC glazed/wire mesh windows/doors

comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler

(where ever required) extruded profiles having minimum wall thickness of 1.70

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

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

with galvanized mild steel section made of required shape & size as per CPWD

Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor

(where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304

grade fasteners of minimum 8 mm dia with countersunk head, comprising

of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per

IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel

screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and

fusion welded/mechanically jointed duly sealed at all corners, including drilling of

holes for fixing hardware and drainage of water etc. After fixing frame the gap

between frame and adjacent finished wall shall be filled with weather proof silicon

sealant over backer rod of approved size and quality, all complete as per approved

drawing conforming to CPWD specification & direction of Engineer-in-Charge.

Section of steel reinforcement and cross sections of uPVC profiles to be as per

design approved by Engineer-in-Charge.

Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with /

without high performance coatings as per design requirements and conforming to

IS: 3548 & IS: 16231 shall be paid separately.

Digitally signed by Anuvesh

Note:- Structural design proof checked from a Government Engineering Institute,

to be provided by the manufacturer for : (i) Sites with basic wind speed > 45

m/sec as per IS 875 – Part 3 (ii) Sites with structure height more than 20m for all

(a) Casement Window with Double Rebate Frame with two Side Hung Glazed Panel

and two Side Hung wire mesh Panel and Fixed tvlullion with S.S. 304 friction

hinges as per size and weight of sash, multi-point locking system, zinc alloy

(zamak) powder coated handles on both glazed and fly screen panel.

Using R3 series with frame (110 mm & above) x (45 mm & above) & glazed sash

(55 mm & above) x (65 mm & above) & fly screen sash (30 mm & above)x (55

mm & above) & mullion (55 mm & above)x (65 mm & above) & metal grill (if

required to be paid separately). (Height upto 1.8 metre)

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

partitions with extruded built up standard tubular sections/appropriate Z sections

and other sections of approved make conforming to IS: 733 and IS : 1285, fixed

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

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

required PVC/neoprene felt etc. Aluminium sections shall be smooth, rust free,

straight, mitred and jointed echanically wherever required including cleat angle,

Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws,

all complete as per architectural drawings and the directions of Engineer-in-

charge. Glazing and paneling to be paid for separately) :

For fixed portion. 21.1.1

Powder coated aluminium (minimum thickness of powder coating 50 micron)

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

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

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

paid for separately) 21.1.2

Powder coated aluminium (minimum thickness of powder coating 50 micron)

27 Providing & fixing glass panes with putty and glazing clips in steel doors,

windows, clerestory windows, all complete with : 5.5 mm thick glass panes 10.30.2 667.365 SQM 1390.15 927737.45

28 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone

additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10

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

sqm) (For Internal wall surface & ceiling) 13.47.1 5624.058 SQM 171.10 962276.39

29 Distempering with oil bound washable distemper of approved brand and

manufacture to give an even shade : New work (two or more coats) over and

including water thinnable priming coat. (Inner & Ceiling surface) 13.41.1 11317.246 SQM 185.65 2101046.79

30 Providing and applying white cement based putty of average thickness 1 mm, of

approved brand and manufacturer, over the plastered wall surface to prepare the

surface even and smooth complete. 13.80 16941.305 SQM 156.05 2643690.61

31 Providing and fixing 150 mm bright finished floor brass door stopper with rubber

cushion, necessary brass screws etc. to suit shutter thickness complete.

32 Providing & fixing Stainless steel sliding door bolts ISI marked anodised (anodic

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

colour or shade with nuts and screws etc complete. (a) 250mm x 16mm .

33 Providing and fixing stainless steel towerbolts (barrel type) with necessary screws

34 Providing and fixing stainless steel handles with screws etc. complete (a) 125 mm

35 Providing and laying integral cement based water proofing treatment including

preparation of surface as required for treatment of roofs, balconies, terraces etc

consisting of following operations: a) Applying a slurry coat of neat cement using

2.75 kg/sqm of cement admixed with water proofing compound conforming to IS.

2645 and approved by Engineer-in-charge over the RCC slab including adjoining

walls upto 300 mm height including cleaning the surface before treatment. b)

Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm

size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with

water proofing compound conforming to IS : 2645 and approved by Engineer-in-

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

sand ) admixed with water proofing compound conforming to

Digitally signed by Anuvesh

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

similarly the adjoining walls upto 300 mm height including rounding of junctions

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

cement slurry using 2.75 kg/ sqm of cement admixed with water proofing

compound conforming to IS : 2645 and approved by Engineer-in-charge. d)

Finishing the surface with 20 mm thick

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

proofing compound conforming to IS : 2645 and approved by Engineer-in-charge

including laying glass fibre cloth of approved quality in top layer of plaster and

finally finishing the surface with trowel with neat cement slurry and making

pattern of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall

be flooded with water for a minimum period of two weeks for curing and for final

test. All above operations to be done in order and as directed and specified by the

Engineer-in-Charge : With average thickness of 120 mm and minimum thickness

at khurra as 65 mm.

36 Cinder filling QUOTATION 77.954 CUM 2000.00 155907.50

37 Providing and laying water proofing treatment in sunken portion of WCs,

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

compound consisting of applying :

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

cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4

(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing

cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4

hours followed with

water curing for 48 hours. The rate includes preparation of surface, treatment and

sealing of all joints, corners, junctions of pipes and masonry with polymer mixed

38 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes,

channels, plates etc., including welding, grinding, buffing, polishing and making

curvature (wherever required) and fitting the same with necessary stainless steel

nuts and bolts complete, i/c fixing the railing with necessary accessories &

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

of the floor or the side of waist slab with suitable arrangement as per approval of

Engineer-in-charge. 10.28 858.848 KG 772.40 663373.81

39 Providing and laying in position cement concrete of specified gradeexcluding the

cost of centering and shuttering - All work up to plinthlevel :1:2:4 (1 Cement : 2

coarse sand : 4 graded stone aggregate 20mm nominal size)

40 Centering and shuttering including strutting, propping etc. and removal of form

(a) Suspended floors, roofs, landings, balconies and access platform 5.9.3 4816.624 SQM 927.25 4466214.97

(b) Lintels, beams, plinth beams, girders, bressumers and cantilevers. 5.9.5 3832.224 SQM 736.40 2822049.67

(c) Columns, Pillars, Piers, Abutments, Posts and Struts 5.9.6 2259.536 SQM 961.30 2172092.34

41 Steel Painting:

(a) With ready mixed red oxide zink chromate primer of approved brand and

manufacture on steel galvanised iron/steel works. 13.50.3 784.032 SQM 67.40 52843.76

(b) Painting with synthetic enamel paint of approved brand and manufacture

to give an even shade: Two or more coats on new work. 13.62.1 784.032 SQM 226.25 177387.24

42 Providing & fixing of WPC Jali M.R. 785.572 SQM. 1500.00 1178357.85

43 Expansion Joint

(a) Providing and fixing of expansion joint system related with floor location as per

drawings and direction of Engineer-In-Charge. The joints system will be of

extruded aluminum base members, self aligning / self centering arrangement and

support plates etc. as per ASTM B221-02. The system shall be such that it

provides floor to floor /floor to wall expansion control system for various vertical

locations in load application areas that accommodates multi directional seismic

movement without stress to it's components. System shall consist of metal profiles

with a universal aluminum base member designed to accommodate various

project conditions and finish floor treatments. The cover plate shall be designed of

width and thickness required to satisfy projects movement and loading

requirements and secured to base members

Digitally signed by Anuvesh

by utilizing manufacturer’s pre-engineered self-centering arrangement that freely

rotates / moves in all directions. The Self - centering arrangement shall exhibit

circular sphere ends that lock and slide inside the corresponding aluminum

extrusion cavity to allow freedom of movement and flexure in all directions

including vertical displacement. Provision of Moisture Barrier Membrane in the

Joint System to have watertight joint is mandatory requirement all as per the

manufactures design and as approved by Engineer -in- Charge. (Material shall

conform to ASTM 6063). Floor Joint of 100 mm gap

(b) Providing and fixing of expansion joint system of approved make and

manufacture for various roof locations as per approved drawings and

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

members with, self aligning and self centering rragement support plates as per

ASTM B221-02. The system shall be such that it provides water tight roof to roof

/roof to corner joint cover expansion control system that is capable of

accommodating multidirectional seismic movement without stress to its

components. System shall consist of metal profile that incorporates a universal

aluminum base member designed to accommodate various project conditions and

roof treatments.

The cover plate shall be designed of width and thickness required to satisfy

movement and loading requirements and secured to base members by utilizing

manufacturer’s pre-engineered self-centering arrangement that freely rotates /

moves in all directions. The Self centering arrangement shall exhibit circular

sphere ends that lock and slide inside the corresponding aluminum extrusion

cavity to allow freedom of movement and flexure in all directions including

vertical displacement. The Joint System shall resists damage or eterioration from

the impact of falling ice, exposure to UV, airborne contaminants and occasional

foot traffic from maintenance personnel. Provision of Moisture Barrier Membrane

in the Joint System to have water tight joint is mandatory requirement. (Material

shall confirm to ASTM 6063.) Roof Joint of 100 mm gap

(c) Providing and fixing of expansion joint system related with wall joint (internal/

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

joints shall be of extruded aluminum base members, self aligning / centering

arrangement and support plates as per ASTM B221- 02. The material shall be

such that it provides an Expansion Joints System suitable for vertical wall to wall/

wall to corner application, both new and existing construction in office Buildings

& complexes with no slipping down tendency amongst the components of the

Joint System. The Joint System shall utilize light weight aluminum profiles

exhibiting minimal exposed aluminum surfaces mechanically snap locking the

multicellular to facilitate movement. Material shall conform to ASTM 6063.)

Wall Joint of 100 mm gap

Digitally signed by Anuvesh

SCHEDULE OF QUANTITIES FOR FIRE FIGHTING WORK

SCHEDULED ITEMS AS PER D.S.R.(E&M)- 2025

S.N. DSR NO. DESCRIPTION UNIT QTY. RATE MR AMOUNT

1 (A) Supplying, Installation, Testing & Commissioning of Electric driven

terrace pump suitable for automatic operation and consisting of

following, complete in all respects, as required:(Terrace Pump)

(B) Horizontal type, multistage, centrifugal, split casing pump of cast iron

body & bronze impeller with stainless steel shaft, mechanical seal

confirming to IS 1520.

(C) Suitable HP Squirrel cage indution motor, TEFC type suitable for

operation on 415 volts, 3 phase 50 Hz, AC supply with IP 55 class of

protection for enclosure, horizontal foot mounted type with Class-'F'

insulation, confirming to IS-325.

(D) M.S. fabricated Common base plate, coupling, coupling guard,

foundation bolts etc. as required.

(E) Suitable cement concrete foundation duly plastered with anti

vibration pads.

2 Providing, laying, testing & Commissioning of 'C' class heavy duty MS

pipe confirming to IS 3589/IS1239 inculding welding, fittings like

elbows,tees, langes,tapers,nuts bolts, gaskets etc. and fixing the pipe on

the wall/ceiling with suitable clamp/support frame and painting with two

or more coats of syntetic enamel paint of required shade complete as

27.7 required: 0.00

3 Supplying & fixing single headed internal yard hydrant valve with

instantaneous Gunmetal/Stainless Steel coupling of 63 mm dia with cast

iron wheel, ISI marked, confirming to IS 5290(type A) with blank

27.9 Gunmetal/Stainless Steel cap and chain as required: 0.00

27.9.1 Single headed Gunmetal Set 8.00 8208.00 65664.00

4 Supplying, fixing, testing & commission of butterfly valve of PN 1.6

rating with bronze/gunmetal seat duly ISI marked complete with nuts,

bolts, washers, gaskets confirming to IS 13095 of following sizes as

27.11 required: 0.00

5 Supplying & fixing orifice plate made out of 6 mm thick stainless

steel(grade 304) with orifice of required size to be fitted between flange

& landing valve of external and internal hydrants to reduce pressure at

the outlet to the level of 3.5 kg/cm2 complete as required:

6 Providing, installation, testing and commission of non-return valve of

following sizes confirming to IS: 5312 complete with rubber gaskets GI

27.14 bolts, nuts, washers etc as required: 0.00

7 Supplying & fixing 63 mm dia, 15m long RRL hose pipe with 63 mm dia

male and female couplings duly bound with GI wire, rivets etc. confirming

27.16 to IS 636(type-A) as required: 0.00

8 Supplying & fixing First-aid hose Reel with MS construction spray

painted in post office red,conforming to IS 884 complete with the

27.17 following as required. 0.00

20 mm nominal internal dia water hose thermoplastic(Textile reinforced)

type-2 as per IS:12585 0.00

20 mm nominal internal dia gun metal globe valve & nozzle. 0.00

Drum and brackets for fixing the equipments on wall. 0.00

Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe

and socket. 0.00

Digitally signed by Anuvesh

S.N. DSR NO. DESCRIPTION UNIT QTY. RATE MR AMOUNT

9 Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm

nominal internal diameter size nozzle confirming to IS:903 suitable for

instantaneous connection to interconnect hos pipe coupling as required.

10 Providing & fixing of pressure switch in M.S. pipe line including

27.22 connection etc as required. Each 8.00 1670.00 13360.00

11 Supplying & fixing air vessel made out of 250 mm dia,8 mm thick MS

sheet, 1200 mm in height with air release valve on top and flanged

connection to riser, drain arrangement with 25 mm dia gun metal wheel

valve with required accessories, pressure gauge and painting with

27.20 synthetic enamel paint of approved shade as required. Set 2.00 19402.00 38804.00

TOTAL INTERNAL HYDRANT SYSTEM 848343.00

FIRE DETECTION & ALARM SYSTEM

12 Supplying, installation, testing & commissioning of Manual call Boxes of

MS constuction in surface/recess with stainless steel chain & hammer

28.1.3 assembly complete with glass and push button etc. as required. Each 8 513.00 4104.00

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

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

hinged cover plate & suitable for operation with amplifier i/c line

28.1.6 matching trasformer etc. complete as required. Each 8 600.00 4800.00

14 Supplying, installation, testing & commissioning talk back slave station

in surface/recess suitable for operation on simplex mode complete with

P.T.T. knob & speaker/microphone cenclosed in a M.S. box(16 SWG)/ABS

28.1.8 box with break glass in front etc. complete as required. Each 8 963.00 7704.00

15 Supplying & laying of 2X1.5 sqmm fire alarm armoured cable,

600/1000V rated with annealed copper conductor having XLPE

insulation, steel wire armouring & FRLS/HFFR outer sheath complete as

16 Supplying & laying 25 mm dia MS flexible pipe with PVC coating along

with all ancillaries and accessories like coupler etc. as required.

17 Supply and fixing of following sizes of medium class PVC conduit

alongwith the accessories in surface/recess including painting in case of

DSR E&M- surface conduit, or cutting the wall and making good the same in case of

2025-1.21 recessed conduit as required: 0.00

18 Supplying, installation, testing & commissioning sector panel suitable for

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

open circuit fault, fire condition and all other standard facilityes as per

IS:2189 with mimic diagram for all area/zone covered, complete with all

28.1.9 connections, interconnections as required. 0.00

19 28.1.11 Supplying, installation, testing & commissioning of main control and

indicating panel made out SWG MS sheet to accommodate the following

items duly powder coated in approved colour with louvers for ventilation,

locking arrangement, audio and visual indication for fire alarm and public

address system, monitoring system including connections,

interconnections etc complete as required. 0.00

6 Zone panel for fire alarm system 0.00

100 Watt amplifier racks suitable for operation on 230V AC/24VDC

supply confirming to IEC-268-3 complete with all accessories as required-

2 Nos.(one to act as standby) 0.00

Digitally signed by Anuvesh

S.N. DSR NO. DESCRIPTION UNIT QTY. RATE MR AMOUNT

Talk back master station with LED PTT(press to talk) push button for

operation on 230V AC/24 V DC supply confirming to IEC-268 for simplex

mode of operation/communication suitable for 20 Nos. talk back unit-1

Annoucement control desk suitable for selection of different zones

selectively and ON ALL CALL switch with visual indication etc. complete

as required-1set. 0.00

Amplifier change over switch for inter changing amplified-1 No. 0.00

Monitor panel for loudspeaker complete with output selector, ON/OFF

switch,fuse,visual indications etc. complete as required-1 No.

Gooseneck microphone with stand and ON/OFF switch-1 No. 0.00

Main ON/OFF switch,fuse indication lamps, DC and AC voltmeters &

ammeters, terminal blocks etc. complete as required-1 set. 0.00

Battery charger trickle cum boost to take complete load of fire alarm & PA

system complete with all accessories including providing & fixing of 2

nos.12 volt, 60 AH each sealed maintenance free bateries-1 set.

TOTAL FIRE DETECTION & ALARM SYSTEM 186784.00

FIRE FIGHTING SYSTEM(EXTERNAL)

20 Providing, laying, testing & Commissioning of 'C' class heavy duty MS

pipe confirming to IS 3589/IS1239 inculding welding, fittings like

elbows,tees, langes,tapers,nuts bolts, gaskets etc. and fixing the pipe on

the wall/ceiling with suitable clamp/support frame and painting with two

or more coats of syntetic enamel paint of required shade complete as

27.7 required:

21 Supplying & fixing single headed external yard hydrant valve with 1 No.

63 mm dia instantaneous FM Gunmetal/Stainless Steel coupling and cast

iron wheel, ISI marked, confirming to IS 5290(type A) with blank

Gunmetal/Stainless Steel cap and chain as required:

27.10.1 Single headed Gunmetal Set 2.00 8208.00 16416.00

22 Supplying, fixing, testing & commission of butterfly valve of PN 1.6

rating with bronze/gunmetal seat duly ISI marked complete with nuts,

bolts, washers, gaskets confirming to IS 13095 of following sizes as

27.11 required: 0.00

23 Providing, installation, testing and commission of non-return valve of

following sizes confirming to IS: 5312 complete with rubber gaskets GI

27.14 bolts, nuts, washers etc as required: 0.00

24 Supplying & fixing 63 mm dia, 15m long RRL hose pipe with 63 mm dia

male and female couplings duly bound with GI wire, rivets etc. confirming

27.16 to IS 636(type-A) as required: 0.00

25 Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm

nominal internal diameter size nozzle confirming to IS:903 suitable for

instantaneous connection to interconnect hos pipe coupling as required.

26 Supplying & fixing of Fire brigade connection of cast iron body with gun

metal male instantaneous inlet coupling complete with cap and chain as

required. for suitable dia MS pipe connection conforming to IS 904 as

27.19 required: 0.00

TOTAL FIRE FIGHTING SYSTEM(EXTERNAL) 273009.00

Digitally signed by Anuvesh

S.N. DSR NO. DESCRIPTION UNIT QTY. RATE MR AMOUNT

TOTAL DSR E & M-2025 1308136.00

PART B-NON - SCHEDULED ITEMS (AS PER MARKET RATES )

27 Supply & fixing of fire extinguisher, ABC Type 6.00 kg. capacity(ISI

Marked IS:15683 & TAC approved) comlete with initial charge and wall

bracket, along with supply of all materials and labour for proper

MR completion of work. Each 12 9100.00 109200.00

28 Supply & fixing of CO2 type fire extinguisher, 4.5 kg. capacity(ISI

Marked IS:2878 & TAC approved) comlete with initial charge and wall

bracket, along with supply of all materials and labour for proper

MR completion of work. Each 12 11980.00 143760.00

29 Providing/Fixing of Fire Hose cabinet box made out of 18 gauge MS

sheet including two coats of post office red paint over one coat of primer

with 4 mm, thick glass door in front painted “FIRE” in red luminous paint.

The size of the box should be 750 mm X 600 mm X 250 mm size capable

of accommodating a pair of hose with coupling and nozzle. The box

should be floor mounted type with railway coach lock arrangement and

lever for opening the door after breaking the glass complete. Make :

MR Standard/Lifeguard or EQ. Each 10 9500.00 95000.00

30 Providing & Fixing of 1.6 mm thick M.S / Door Frame, Door capable of

accommodating fire Hose Reel, Landing Valve, Hose Pipes, fittings &

accessories. The door shall have a front glass with lock and key

arrangement & shall be painted with post office red colour (approval shall

be taken on the basis of submitted sample before ordering).(Liasioing

with civil contractor for making Recessed type mansoary box (by civil

MR contractor). Each 8 15500.00 124000.00

31 Supplying and fixing of Self Glow Exit signage for stairs and exits made

out from not less than 4 mm of transparent acrylic sheet of 300 x 150 mm

size with self illuminated plastic words of 100 mm height suspended from

ceiling by means of M.S. chain or fixed of the walls as required and as

directed at site..(MAKE : Agni Suraksha (ASES) / Securiton-aka /System

MR Sensor) Each 20 4250.00 85000.00

32 Supplying and fixing in position the following type of sign board made out

of 3 mm thick"Opaque" PVC foam board with computer cut, PVC non-

reflective self adhesive vinyl painted foam board, complete with mirror

33 Signage with the following text"IN CASE OF FIRE, USE STAIRS UNLESS

INSTRUCTED OTERWISE" of 1.25 cm height letters in red with white

back ground. The size of the board shall be 25 cmx30 cm and shall be

a) fixed at the height of 2 mtrs. From finished floor near manual call points. Each 8 1250.00 10000.00

34 Floor identification signage(ie, GROUND FLOOR, etc) at the each stair &

LIft enclosure on every floor, indicating the floor number in words,

lettering size shall be 7.5 cm with contrasting colour from back ground

b) shall be 15 cmx60 cm. Each 16 1250.00 20000.00

35 MR Supplying and fixing in position of Fire Escape Route Plan A2 size. Each 8 4250.00 34000.00

36 Supplying and fixing of Fire man axe. Make :- Agni Suraksha (ASES) or

37 Supply, Installation, Testing and Commissioning of electronic siren with

suitable audible range of 1 k.m. approximately 4 watt.complete in all

MR respects. Make :- Agni Suraksha (ASES) or EQ. Each 1 9550.00 9550.00

Digitally signed by Anuvesh

S.N. DSR NO. DESCRIPTION UNIT QTY. RATE MR AMOUNT

38 MR Providing/Fixing of cubical type floor mounted Fire pump control panel

fabricated from 16 G M.S. sheet duly powder coated finish of approved

shade and comprising of :

Incomer:-a) 63 amp 4 Pole MCCB, 50Hz with breaking capacity 10KW.

b)One Volt meter (0-500 V) with selector switch.

c) Ammeter (0-63 Amps.) with selector switch & CTs. - 1 Set

d) Set of 3 phase indication lamps - 1 Set e) Set of Al bus bar 200

Amp 4 strip - 1 Set f) Selector switch for local/remote,

auto/manual/off operation ON/OFF indication lamp etc. - 1 Set

Outgoing:-1 x 63 Amps FP MCCB (25 KA) with Suitable HP fully

automatic Star/Delta Starter with over load protection, current sensing

type single phase preventor complete with all accessories and internal

wiring required for automatic operation. Each 1 42500.00 42500.00

TOTAL NON SCHEDULE ITEM Rs 688610.00

Digitally signed by Anuvesh

SCHEDULE OF QUANTITIES FOR PLUMBING WORKS

(SCHEDULED ITEMS AS PER D.S.R. 2023)

S. D.S.R. No. Description Qty. Unit Rate (Rs.) Effective MR

N. DSR Amount AMOUNT

1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm

sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including

flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with

all fittings and fixtures complete, including cutting and making good the walls and floors

17.1 wherever required

White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type

2 Providing and fixing white vitreous china pedestal type water closet (European type

W.C. pan) with seat lid, 10 litre low level white P.V.C. flushing cistern, including flush

pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all

fittings and fixtures complete, including cutting and making good the walls and floors

17.2 wherever required

17.2.1 W.C. pan with ISI marked white plastic seat and lid 55 Each 6515.55 358355.25

3 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32

mm C.P. brass waste of standard pattern, including painting of fittings and brackets,

17.7 cutting and making good the walls wherever require: 0.00

White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P.

17.7.4 brass pillar tap. 17 Each 1879.20 31946.40

4 17.7A Providing and fixing wash basin with C.I. brackets, 15 mm dia C.P. brass Single Hole

Basin Mixture approved quality and make ,including painting of fittings and brackets,

cutting and making good the walls wherever require. 0.00

a) White Vitreous China wash basin size 550x 400 mm with 15 mm dia C.P. brass

Single Hole Basin Mixture. 49 Each 3960.55 194066.95

5 17.10 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS : 13983

with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and

brackets, cutting and making good the walls wherever required 0.00

17.10.1 Kitchen sink with drain board 0.00

6 17.28 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC

waste fittings complete. 0.00

17.28.1 Semi rigid pipe 0.00

7 17.31 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 complete. 66 Each 1607.95 106124.70

8 17.5 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 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 brackets, cutting and making good the walls and floors wherever

17.5.1 a) Single half stall urinal with 5 litre P.V.C. automatic flushing cistern 0 Each 12071.75 0.00

17.5.2 b) Range of two half stall urinals with 5 litre P.V.C. automatic flushing cistern 8 Each 18008.75 144070.00

9 8.10 Providing and fixing stone slab table rubbed, edges rounded and polished of size

75x50cm deep and 1.8cm thick fixed in Urinal partitions by cutting a chase of

appropriate width with chase cutter and embedding the stone in the chase with epoxy

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

6mm nominal size) as per direction of Engineer-in-charge and finished smooth. 0.00

8.10.2 Granite Stone of approved shade 12 Sqm. 4051.85 48622.20

10 Providing and fixing 8 mm dia C.P./S.S. Jet with flexible tube upto 1 meter long with

S.S. triangular plate for Eureopean type W.C. of quality and make as approved by

engineer-in-charge. 0.00

17.16A 15mm nominal bore 55 Each 349.15 19203.25

11 17.22A Providing and fixing CP Brass 32 mm size Bottal Trap of approved quality & make

and as per thedirection of Enginer-in-charge. 59 Each 1034.80 61053.20

S. D.S.R. No. Description Qty. Unit Rate (Rs.) Effective MR

N. DSR Amount AMOUNT

12 17.22B Providing and fixing CP Brass Single lever lelephonic wall mixture of quality & make

and as per thedirection of Enginer-in-charge. 0.00

a) 15mm dia nominal dia. 49 Each 6940.75 340096.75

13 18.22 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet 0.00

14 17.71 Providing and fixing PTMT Liquid soap container 109 mm wide ,125 mm high and

112 mm distance from wall of standerd shape with bracket of the same material with

snap fittings of approved quality and colour weighing not less than 105 gms.

15 17.73.2 Providing & fixing PTMT towl rail complete with brackets fixed to wooden cleats with

cp brass screws with concealed fitting arrangement of approved quality and colour. 600

mm. long towl rail length of 645 mm. width 78 mm. and effective height of 88 mm,

weighing not less than 190 gms. 49 Each 708.95 34738.55

16 17.34 Providing and fixing Toilet paper holder 0.00

17 12.41 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming

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

10 mm gap for thermal expansion . (i) Single socketed pipes. 0.00

18 12.42 Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for

unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including

jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion. 0.00

Bend 87.5 degree 0.00

12.42.6 Shoe (Plain) 0.00

19 12.22 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete

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

PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement :

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

finishing the outlet complete.

20 12.43 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised -

PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S.

screws of required length including cutting brick work and fixing in cement mortar 1:4 (1

cement : 4 coarse sand) and making good the wall etc. complete. 0.00

21 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm

12.44 diameter and weighing not less than 440 grams. 26 Each 54.70 1422.20

22 Providing & fixing 32 # G.I. Pipes spout including cutting & making good the walls etc.

23 19.2 Providing and laying cement concrete 1:5:10(1 cement : 5 coarse sand : 10 graded stone

aggregate 40mm nominal size) around P.V.C /C.I. Soil and waste pipe including bed

concrete as per standard design(embedded in the flooring / ground) 0.00

24 18.10 Providing & fixing G.I. pipes complete with G.I. fittings & clamps including cutting &

making good the walls etc. 0.00

(internal work) 0.00

i) Exposed on wall 0.00

18.10.6 50mm dia nominal bore 55 Metre 1046.35 57549.25

DSR 80mm nominal bore.

25 18.40 Painting G.I. pipes and fittings with two coats of anti corrosive bitumastic paint of

approved quality. 0.00

18.40.6 50mm dia nominal bore. 55 Metre 30.50 1677.50

S. D.S.R. No. Description Qty. Unit Rate (Rs.) Effective MR

N. DSR Amount AMOUNT

18.40.8 80mm dia nominal bore. 325 Metre 44.00 14300.00

26 18.7 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 clamps at 1.00m 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. 0.00

internal work -Exposed on wall 0.00

18.7.2 20mm dia nominal outer dia pipes 50 Metre 335.00 16750.00

18.7.3 25mm dia nominal outer dia pipes 475 Metre 401.55 190736.25

27 18.8 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 clamps at 1.00m spacing. This includes jointing of pipes &

fittings with one step CPVC solvent cement and the cost of cutting chases and making

good the same including testiang of joints complete as per direction of Engineer in

Concealed work including cutting chases and making good the walls etc. 0.00

18.8.1 15mm dia nominal outer dia pipes 925 Metre 497.80 460465.00

18.8.2 20mm dia nominal outer dia pipes 925 Metre 537.60 497280.00

18.8.3 25mm dia nominal outer dia pipes 115 Metre 627.25 72133.75

28 18.21 Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions.

18.21.2.1 15mm nominal bore 7 Each 97.75 684.25

29 18.49 Providing & fixing CP brass bib cock of approved quality conforming to IS 8931

18.49.1 15mm nominal bore 56 Each 506.80 28380.80

30 18.51 Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS

standards and weighing not less than 690 gms. 0.00

18.51.1 15mm nominal bore 16 Each 798.95 12783.20

31 18.53 Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved

quality conforming to IS 8931 0.00

18.53 15mm nominal bore 403 Each 574.30 231442.90

32 Providing & fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make

18.53A and quality as per direction of Engineer-in-charge. 240 Each 74.80 17952.00

33 18.16 Providing and fixing brass stop cock of approved quality. 0.00

18.16.2 20 mm nominal bore 49 Each 379.20 18580.80

34 18.17 Providing and fixing gun metal gate valve with wheel of approved quality. 0.00

18.17.1 25mm dia nominal bore 37 Each 622.40 23028.80

18.17.4 50mm dia nominal bore 4 Each 823.80 3295.20

18.46.8 80mm dia nominal bore 3 Each 1207.95 3623.85

35 Excavating trenches in all kind of soil of required width for pipes, cables etc. including

excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m.

including getting out the excavated soil & then returning the soil as required, 0.00

in layers not exceeding 20cm in depth including consolidating each deposited layer by

ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of

2.10.1.2 Pipes, cables etc. exceeding 80mm dia. But not exceeding 300 mm dia. 220 Metre 352.15 77473.00

36 19.6 Providing and laying Non pressure NP2 class (light duty) RCC pipe with collars

jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement : 2 fine

sand ) including testing of joints etc. complete. 0.00

37 19.3 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone

aggregate 40mm nominal size) upto the haunches of S.W./R.C.C. pipes including bed

concrete as per standard design 0.00

S. D.S.R. No. Description Qty. Unit Rate (Rs.) Effective MR

N. DSR Amount AMOUNT

38 19.4 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 300x300 mm

size (inside) the weight of cover to be not less than 4.50 Kg and frame to be not less than

2.70 Kg as per standard design: 0.00

150 x 100 mm. size P type 0.00

19.4.2.2 With Sewer bricks conforming to IS : 4885 18 Each 2711.70 48810.60

39 19.7 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand)

RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm

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

aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1

cement :3 coarse sand) finished with floating coat fo neat cement and making channels in

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

size) finished with a floating coat of neat cement complete as per standard design 0.00

19.7.1 Inside size 90x80cms and 45cms deep including CI cover with frame (light duty)

455x610mm internal diamensions total weight of cover and frame to be not less than 38

kg (weight of cover 23 kg and weight of frame 15kg). 0.00

With FPS bricks of class designation 75 0.00

19.8.1.1 Extra for depth of man hole size 90x80 cm 3.5 Metre 8825.40 30888.90

Inside size 90x120 cm & 90 cm deep including C.I. cover with frame (medium duty)

total wt. of cover & frame to be not less than 116 Kg (wt. of cover 58 Kg & wt. of frame

19.8.2.1 Extra for depth of man hole size 90x120 cm 0.25 Metre 10585.50 2646.38

40 19.15 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement

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

size) as per standard design 0.00

19.15.1 With 20x20 mm square bar 20 Each 544.70 10894.00

TOTAL DSR 2023 4952249.43

NON - SCHEDULED ITEMS (AS PER MARKET RATES)

41 Supply and fixing of UPVC S.W.R. pipe type-B confirming to IS-13592 including

jointing the pipes with rubber ring,lubricant and UPVC SWR cupler confirming to IS-

14735. Also including excavation of treanches cutting of walls and holes and repairing

the walls,floors and refilling the trenches as before with supply and cost of other fIttlings

such as elbow,bend,tee and y-tee,Cowel including supply of all marerial labour and

MR T&P. Required for proper completion of work.

42 Supply and fixing of UPVC S.W.R. pipe nahni trap size 100x75,110/90 mm

confirming to IS-14735 self cleaning design fixed in PCC 1:2:4 and supply and fixing of

MR 125 mm dia heavy duty CP brass jali. 151 Each 1045.00 157795.00

43 MR Supply and fixing of UPVC S.W.R. Cowel confirming to IS-14735.

44 MR Providing & Fixing C.P. Brass Health Faucet -Make-Jaquar 55 Each 1620.00 89100.00

45 MR Providing & Fixing C.P. Soap Tray -Make-Jaquar 53 Each 1190.00 63070.00

46 Providing, fixing , testing & commissioning of motorised butterfly valve (with by pass

line) with float type sensors suitable for 240 volts with working pressure rating of not

less than 5 kg/cm2 with control panel and sensors to open valve when water level is low

in tanks and to close when water level is high in water tanks including necessary cables,

MR conduits, upto junction box, pipe, butter fly / ball valves etc., complete.

47 Providing and fixing standard MS hot dip G.I. flanges 700 mm long heavy class GI

pipe (IS:1239), screwed or welded complete with EPDM gasket, nuts, bolts and washers

etc. complete including testing of joints. etc., complete. The flanges shall be as per

50mm dia nominal bore 8 Each 2450.00 19600.00

80mm dia nominal bore 2 Each 3250.00 6500.00

100mm dia nominal bore 2 Each 3850.00 7700.00

S. D.S.R. No. Description Qty. Unit Rate (Rs.) Effective MR

N. DSR Amount AMOUNT

TOTAL NON SCHEDULE ITEM 1031750.00

SCHEDULE OF QUANTITIES FOR ELECTRICAL WORKS

BILL OF QUANTITY

PART (A): SCHEDULE ITEMS (AS PER E&M -2025)

SI. RATE Effective DSR

DSR. No. DESCRIPTION UNIT QTY MR AMOUNT

No. (in Rs) Amount

I POINT WIRING

1 1.10 Wiring for light point/ fan point/ exhaust fan

point/ call bell point with 1.5 sq.mm FRLS/HFFR

PVC insulated copper conductor single core cable in

surface / recessed medium class PVC conduit, with

modular type switch, modular plate, suitable size

G.I. box and earthing the point with 1.5 sq.mm.

FRLS/HFFR PVC insulated copper conductor single

core cable etc as required.

2 1.11 Wiring for twin control light point with 1.5 sq.mm

FRLS/HFFR PVC insulated copper conductor single

core cable in surface / recessed medium class PVC

conduit, 2 way modular type switch, modular

plate, suitable G.I. box and earthing the point with

1.5 sq.mm. FRLS/HFFR PVC insulated copper

conductor single core cable etc as required. Point 20 1803.00 36060.00

3 1.14 Wiring for circuit/sub-main wiring along with

earth wire with the following size of FRLS/HFFR

PVC insulated copper conductor, single core cable in

surface/ recessed medium class PVC conduit as

required. 0.00

1.14.1 2X1.5 sqmm + 1x1.5 sqmm earth wire Metre 4050 267.00 1081350.00

1.14.2 2X2.5 sqmm + 1x 2.5 sqmm earth wire Metre 4625 311.00 1438375.00

1.14.3 2X4.0 sqmm + 1x 4.0 sqmm earth wire Metre 3950 373.00 1473350.00

1.14.4 2X6.0 sqmm + 1x 6.0 sqmm earth wire Metre 645 482.00 310890.00

1.14.10 4X10 sqmm + 2x 6.0 sqmm earth wire Metre 945 1078.00 1018710.00

1.14.11 4X16 sqmm + 2x 6.0 sqmm earth wire Metre 325 1457.00 473525.00

4 1.18 Supplying and drawing following pair 0.5 sqmm

FRLS PVC insulated annealed copper conductor,

unarmoured telephone cable in the existing

surface/recessed steel/PVC conduit as required. 0.00

5 1.19 Supplying and drawing co-axial TV cable RG-6

graded, 0.7 mm solid copper conductor PE

insulated,shielded with fine tinned copper braid and

protected with PVC sheath in the existing surface/

recessed steel/ PVC conduit as required. Metre 135 54.00 7290.00

6 1.21 Supply and fixing of following size of PVC conduit

alongwith the accessories in recess including

painting in case of surface conduit, or cutting the

wall and making good the same in case of recessed

conduit as required: 0.00

7 1.24 Supplying and fixing following modular switch/

socket on the existing modular plate & switch box

including connections but excluding modular plate

etc as required. 0.00

1.24.6 Telephone socket outlet Each 3 168.00 504.00

1.24.7 TV antenna socket outlet Each 3 168.00 504.00

8 1.25 Supply and fixing of two module stepped type

electronic fan regulator on the existing modular

plate switch box including connections but

excluding modular plate etc. as required. Each 148 402.00 59496.00

9 1.26 Supplying and fixing modular blanking plate on

the existing modular plate & switch box excluding

modular plate as required. Each 150 47.00 7050.00

10 1.27 Supplying and fixing following size/modules, GI

box along with modular base & cover plate for

modular switches in recess etc as required. 0.00

11 1.31 Supplying and fixing suitable size GI box with

modular plate and cover in front on surface or in

recess including providing and fixing 3 pin 5/6 A

modular socket outlet and 5/6 A modular

switch,connection etc. as required. Each 490 545.00 267050.00

SI. RATE Effective DSR

DSR. No. DESCRIPTION UNIT QTY MR AMOUNT

No. (in Rs) Amount

12 1.32 Supplying and fixing suitable size GI box with

modular plate and cover in front on surface or in

recess including providing and fixing 6 pin 5/6 &

15/16 A modular socket outlet and 15/16 A

modular switch,connection etc. as required.

13 1.33 Supplying and fixing 3 pin 5 A ceiling rose on the

existing junction box/wooden block including

connectionetc. as required. Each 70 104.00 7280.00

14 1.34 Supplying and fixing brass batten/angle holder

including connectionetc. as required. Each 80 154.00 12320.00

SI. RATE Effective DSR

DSR. No. DESCRIPTION UNIT QTY MR AMOUNT

No. (in Rs) Amount

15 1.38 Supplying and fixing call bell/ buzzer suitable for

single phase, 230 volts, complete as required.

16 1.45 Installation, testing and commissioning of ceiling

fan, including wiring the down rods of standard

length (upto 30 cm) with 1.5 sq. mm FRLS PVC

insulated, copper conductor, single core cable etc.

Including providing and fixing phenolic laminated

sheet cover on the fan box etc. as required.

17 1.49 Numbering of ceiling fan/ exhaust fan/ fluorescent

fittings as required. Each 612 72.00 44064.00

18 1.50 Installation of exhaust fan in the existing opening,

including making good the damage, connections,

testing, commissioning etc. as required.

19 1.51 Extra for fixing the louvers / shutters complete

with frame fro exhaust fans of all sizes.

20 1.55 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 condutor single

core cable in suface/recessed PVC conduit, and

earthing the point with 1.5 sq. mm. FRLS PVC

insulated copper conductor single core cable etc. as

required. 0.00

21 14.15(ii) Providing and fixing circular/Hexagonal cast iron

(rate taken or M.S. sheet box for ceiling fan clamp, of internal

from DSR- dia 140 mm, 73mm height, top lid of 1.5 mm thick

Civil-2023- M.S. sheet with its top surface hacked for proper

10.18) bonding, top lid shall be screwed into the cast

iron/M.S. sheet box by means of 3.3 mm dia round

headed screwed, one loc at the conrners. Clamp

shall be made of 12 mm dia M.S. bar bent to shape

as per standard drawing.

DISTRIBUTION BOARDS, MCB'S & ISOLATORS :

22 2.4 Supplying and fixing following way, Horizontal type

three pole and neutral MCB distribution board,

415 volts on surface /recess complete with , tinned

copper busbar, neutral busbar, earth bar, din bar,

interconnections, powder painted including

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

23 2.10 Supplying and fixing 5 amps. to 32 amps. rating,

240 volts `C' series, miniature circuit breaker

(MCB) suitable for inductive load of following

poles in the existing MCB DB complete with

connections, testing and commissioning etc. as

required. 0.00

24 2.11 Supplying and fixing single pole, blanking plate in

the existing MCB DB complete etc. as required. Each 129 14.00 1806.00

25 2.18 Supply and fixing 20 amp, 240 volts, SPN

industrial Type, socket outlet ,With 2 pole and

earth ,metal enclosed plug top along with 20 amp.

`C` series SPMCB , in sheet steel encosure, on

surface or in recess with chained metal cover for the

socket out let and complete with connections,

testing and commissioning etc. as required. Each 8 1806.00 14448.00

26 2.21 Providing and fixing M.V. danger notice plate of

200 mmx150 mm, made of mild steel, at least 2 mm

thick, and viterous enameled white on both sides,

and with incription in single red colour on front side

as required. Each 2 315.00 630.00

SI. RATE Effective DSR

DSR. No. DESCRIPTION UNIT QTY MR AMOUNT

No. (in Rs) Amount

27 2.24 Supplying and fixing Cable End Box(Loose Wire

Box) suitable for following triple pole and neutral,

sheet steel, MCB distribution borad, 415 Volts, on

surface/recess, complete with testing and

commissoning ect. as required. 0.00

2.24.1 For 4 way, Double Door TPNMCBDB Each 8 1177.00 9416.00

2.24.2 For 6 way, Double Door TPNMCBDB Each 15 1223.00 18345.00

2.24.3 For 8 way, Double Door TPNMCBDB Each 1 1448.00 1448.00

28 4.1 Supply and installing of following size of perforated

pre-painted M.S. cable trays with perforation not

more than 17.5%, in convenient sections, jointed

with connectors, suspended from the ceiling with

M.S. suspenders including bolts & nuts, painting

suspenders etc as required.

450mm width x 62.5mm depth x 2.0mm thickness Metre 65 1224.00 79560.00

SI. RATE Effective DSR

DSR. No. DESCRIPTION UNIT QTY MR AMOUNT

No. (in Rs) Amount

600mm width x 62.5mm depth x 2.0mm thickness Metre 35 1597.00 55895.00

29 5.4 Earthing with GI earth pipe, 600 mm X 600 mm X

6 mm thick including accessories and providing

masonary enclosure with cover plate having

locking arrangement and watering pipe of 2.7

metre long etc, with charcoal/cock and salt as

30 5.6 Earthing with Copper earth pipe, 600 mm X 600

mm X 3 mm thick including accessories and

providing masonary enclosure with cover plate

having locking arrangement and watering pipe of

2.7 metre long etc, with charcoal/cock and salt as

31 5.8 Supplying and Laying of 25 mm X 5 mm copper

strip at 0.50 metre below ground as strip earth

electrode, including connection / terminating with

nut, bolt, spring, washer etc. as required.( jointing

shall be done by overlapping and with 2 sets of

brass nut bolt & spring washer spaced at 50mm)

32 5.9 Supplying and Laying of 25 mm X 3 mm G.I strip at

0.50 metre below ground as strip earth electrode,

including connection / terminating with nut, bolt,

spring, washer etc. as required.( jointing shall be

done by overlapping and with 2 sets of G.I. nut bolt

& spring washer spaced at 50mm)

33 5.14 Providing & fixing 25 mm x 5 mm. copper strip on

surface or in recess for connection etc. as required.

34 5.16 Providing & fixing 6 SWG dia G.I. on surface or in

recess for loop earthing as required. Meter 285 84.00 23940.00

35 8.3 LED Down lighter(SMD Type) (System lumen

efficancy>135 lm/Watt) 0.00

Supplying ,installation, Testing & Commissioning of

LED Recessed/surface Down

lighter(Round/square/ Rectangular) SMD type of

following body body material with PMMA and

prismatic diffuser and construction as per IS: 10322

with driver as per the requirement with Driver

efficiency >85%, Operating voltage AC 140-270

Volt,frequency 50/60 hz, Operating temp range-15

deg to 40 deg centigrade, internal surge protection

of 2.5 KV with Short & Open circuit protection,

THD<10%, P.F. ≥0.95, IP20,CRI>80,UGR(Unified

Glare Rating)<19,Flicker free(Flicker should be

below 5%), life time(LED,Driver & electrical

circuitary), of minimum 50000 Buring Hours with

70% of initial Lumen maintained till life ends, CCT

ANSI Bim.)SDCM(Standard Deviation Colour

Matching)<3, Maximum power consumption should

not more than the specified rating and Fixture shall

be confirming to relevant BIS standards.

Manufactures Word Mark/Name

Engraved/Embossing/ Screen printing on housing.

OEM must have its own in house NABL lab setup for

testing facilities for LED fixtures. Complete in all

respect i/c connection with 1.5 sq.mm FRLS PVC

insulated copper conductor single core cable and

earthing etc. as required with minimum 5 year OEM

warranty. System lumen efficancy ≥120 and

<135lm/watt output. LM79 & LM 80 test report

from NABL lab for all testing required for LED

fictures as per BIS shall be submitted. Shape size

and CCT shall be as approved by Engineer-in Charge

as per requirement.(Thermal management: heat

sink of aluminum housing such that LED junction

temperature shall not rise above 90°C).

Powder coated die cast/Extruded aluminum

Body including trim 0.00

36 8.11. LED Batten light (System lumen efficancy >135

SI. RATE Effective DSR

DSR. No. DESCRIPTION UNIT QTY MR AMOUNT

No. (in Rs) Amount

Supplying,installation, Testing & Commissioning of

Batten light of following body material and

construction as per IS : 10322 with driver as per the

requirement with Driver efficiency >85%, Operating

voltage AC 140-270 Volt,frequency 50/60 hz,

Operating temp range-15 deg to 40 deg centigrade,

internal surge protection of 2.5 KV with Short &

Open circuit protection, THD<10%, P.F. ≥0.95,

IP20,CRI>80,UGR(Unified Glare Rating)<19,Flicker

free(Flicker should be below 5%), life

time(LED,Driver & electrical circuitary), of

minimum 50000 Buring Hours with 70% of initial

Lumen maintained till life ends, CCT

ANSI Bim.)SDCM(Standard Deviation Colour

Matching)<3, Maximum power consumption should

not more than the specified rating and Fixture shall

be confirming to relevant BIS standards.

Manufactures Word Mark/Name

Engraved/Embossing/ Screen printing on housing.

OEM must have its own in house NABL lab setup for

testing facilities for LED fixtures. Complete in all

respect i/c connection with 1.5 sq.mm FRLS PVC

insulated copper conductor single core cable and

earthing etc. as required with minimum 5 year OEM

warranty. System lumen efficancy >135 lm/watt

output. LM79 & LM 80 test report from NABL lab for

all testing required for LED fictures as per BIS shall

be submitted. Shape size and CCT shall be as

approved by Engineer-in Charge as per

requirement.(Thermal management: heat sink of

aluminum housing such that LED junction

temperature shall not rise above 90°C).

Powder coated die cast/Extruded aluminum

Body (Thickness ≥1.20mm) 0.00

SI. RATE Effective DSR

DSR. No. DESCRIPTION UNIT QTY MR AMOUNT

No. (in Rs) Amount

37 8.16. LED Flood light, powder coated die cast

alluminum body (System lumen efficancy

Supplying, installation, Testing & Commissioning of

Flood light powder coated pressure die cast

alluminum body with driver as per the requirement

with Driver efficiency >85%, input voltage AC 140-

270 Volt,frequency 50/60 hz, Operating temp range-

15 deg to 50 deg centigrade, internal surge

protection of 5 KV L,N,E, as per IEC 6100-4-5, Driver

efficency >85% THD<10% as per 6100-3-2 , P.F.

≥0.95, IP66, CRI>80, under volatage and over

voltage protection , EMI-EMC AS per CISPR-15,

lences for beam angle as per IESNA type I/II/III as

per the width of the road and the project

requirement., suitable to fit in up to 65mm dia pie,

life time(LED,Driver & electrical circuitary), of

minimum 50000 Buring Hours with 70% of initial

Lumen maintained till life ends, CCT

ANSI Bim.)SDCM(Standard Deviation Colour

Matching)<3, Maximum power consumption should

not more than the specified rating and Fixture shall

be confirming to relevant BIS standards.

Manufactures Word Mark/Name

Engraved/Embossing/ Screen printing on housing.

OEM must have its own in house NABL lab setup for

testing facilities for LED fixtures. Complete in all

respect i/c connection with 1.5 sq.mm FRLS PVC

insulated copper conductor single core cable and

earthing etc. as required with minimum 5 year OEM

warranty. System lumen efficancy ≥120 <135

lm/watt output. LM79 & LM 80 test report from

NABL lab for all testing required for LED fictures as

per BIS shall be submitted. Shape size and CCT shall

be as approved by Engineer-in Charge as per

requirement.(Thermal management: heat sink of

aluminum housing such that LED junction

temperature shall not rise above 90°C). 0.00

38 9.1 Brush Less Direct Current(BLDC) Motor with

Supply, Installation, Testing and Commissioning of

ceiling fan with Brush Less Direct Current(BLDC)

motor, class of insulation: B, 3 nos. metel(Aluminum

alloy)blades, 30 cm long down rod, 2 nos. canopies,

shackle kit, safety rope, copper winding, steel/AI

body Power Factor not less than 0.9, Service

Value(CM/M/W) minimum as below,350

RPM(tolerance as per IS: 374-2019), THD(Toatl

harmonic Distortion) less than 10%,

remote(preferably mobile app based) for speed

control and all remaining accessories including

safety pin, nut bolts, washers, temperature rise=75

degree C(max.), insulation resistance more than 2

mega ohm, suitable for 230 V, 50 Hz, single phase

AC Ceiling Fan complient to IS 374:2019 fan i/c

external connections with 1.5 sq. mm FRLS/HFFR

with 1.5 sq mm FRLS/HFFR, PVC insulated

copper conductor single core cable and earthing

etc. as required. 0.00

9.1.3 1200 mm, service value ≥ 6.0 CM/Min/Watt, air

delivery 210 Cm/Min(Minimum) Each 148 2882.00 426536.00

39 11.1 Supplying & making end termination with brass

compression gland and aluminium lugs for the

following size of PVC sheathed / XLPE aluminium

conductor cable of 1.1 KV grade as required. 0.00

40 15.13 Providing, laying and fixing following dia G.I. pipe

(medium class) in ground complete with G.I.

fittings including trenching (75 cm deep) and

refilling etc as required. 0.00

SI. RATE Effective DSR

DSR. No. DESCRIPTION UNIT QTY MR AMOUNT

No. (in Rs) Amount

TOTAL (SCHEDULED ITEMS-DSR E & M-2025)

PART (B): NON - SCHEDULED ITEMS (AS PER MARKET RATES)

41 MR Supplying and laying of aluminium conductor PVC

insulated armoured served sheathed cable 1100

volts grade at the depth of 750 mm below ground

level over a cushion of 75 mm thick sand all around

and protected with burnt bricks on side and on top

as directed by Engineer-Incharge ,complete in all

respect including excavation and refilling. The

armouring of the cable shall be properly connected

with the earth conductor by clamps etc.

10 sqmm 2 core Metre 25 456.00 11400.00

10 sqmm 4 core Metre 25 490.00 12250.00

SI. RATE Effective DSR

DSR. No. DESCRIPTION UNIT QTY MR AMOUNT

No. (in Rs) Amount

42 MR Supply, Installation, Testing and Commissioning of

L.T. Panel vermin proof floor mounting, M.S.

Channel Base with bottom and Fabricated out of

2.0/1.6 mm thik CRCA sheet steel painted with

powder coated paint of shade as per the direction of

Engineer In charge after proper sheet treatment

peocess of sheet steel. The bus bar of panel shall be

electrical grade high conductive alluminium alloy of

appropriate cross section as per the rating. The

main busbar shall be run throughout the panel of

rating as main incomer rating. The Bus Bar shall be

supported by non hygroscopic SMC/DMC Bus bar

suports which shall be mounted on proper interval

to ensure the bear the jerks of suport of short

cuircuit of 50kA for panels having ACB as Incomer &

36 kA for panels having MCCB Incomers. Panel shall

be constructed in fully Segregated Compartment

Design for each Feeder as per 3b construction

Format. The panel shall be completed in all respect

as per IS 8623 Part 2 & 3. There shall be Seperated

metering Component for Incomer metering and

Outgoing metering.

All Incomer Feeders shall be provided with

Multifunctional metering along with phase

Indicating lights and other associated components

such as CT control MCB Terminal Blocks etc. and all

outgoing Feeders 100 A & above shall be provided

with 3 phase Ammeter along with phase Indicating

lights and other associates components such as CT

control MCB Terminal Blocks etc. The feeder above

shall be provided ac accommodated all measuring

instrument shall be digital type & all indicating

lights ahall be LED type. Wiring shall be done from

1100V Grade PVC Insulated copper flexible wire. All

ACB shall be electricaly operated Draw out Type

with microprosser based O/L, S/C & E/F Release off

Breking/withstand capacity(ICU/ICs/Icw) 50 kA or

more. All MCCB shall be thermal

magnetics/microprossor with O/L & S/C protection

along with required Spreders Extended rotary

handle with pad locking facility of bracking

capacity(ICU/ICS) 36 kA or more All MCB shall be

Thermal 10kA 'C'Curve Cubical type switch board

shall be Cat-A and B only.

800 Amp. ACB - 1No

Cat. B Panel Cubicale Type

One (1) No. (0-500V) 96 x 96 Sqmm voltmeter with

control fuse & selector switch.

One (1) No. (0-800A) 96 x 96 Sqmm CT operated

Ammeter with selector switch, CTs etc.

One (1) Set of Phase Indication Lamp.

One (1) No.1000 A, TPN aluminimum bus bar of suitable length.

Phase indication lamps on each outgoing to be provided.

400 Amp. 4P MCCB- 2 No.

125 Amp. 4P MCCB- 3 No.

63 Amp. 4P MCB- 31 No.

125 Amp. 4P MCCB- 1 No. Spare

63 Amp. 4P MCB- 1 No. Spare

40 Amp. 4P MCB- 1 No. Spare

OR outgoing as per site requirment

With provision for meter space Each 1 825500.00 825500.00

400 Amp. MCCB - 2 No

Cat. B Panel Cubicale Type

One (1) No. (0-500V) 96 x 96 Sqmm voltmeter with

control fuse & selector switch.

One (1) No. (0-400A) 96 x 96 Sqmm CT operated

Ammeter with selector switch, CTs etc.

One (1) Set of Phase Indication Lamp.

SI. RATE Effective DSR

DSR. No. DESCRIPTION UNIT QTY MR AMOUNT

No. (in Rs) Amount

One (1) No.500 A, TPN aluminimum bus bar of suitable length.

Phase indication lamps on each outgoing to be provided.

160 Amp. 4P MCCB- 1 No.

100 Amp. 4P MCCB- 3 No.

63 Amp. 4P MCB- 2 No.

40 Amp. 4P MCB- 3 No.

32 Amp. DP MCB- 1 No.

25 Amp. DP MCB- 1 No.

125 Amp. 4P MCCB- 1 No. Spare

63 Amp. 4P MCB- 1 No. Spare

40 Amp. 4P MCB- 1 No. Spare

OR outgoing as per site requirment

With AMF Interlocking Each 1 385500.00 385500.00

With provision for meter space

100 Amp. MCCB - 1No

Cat. B Panel Cubicale Type

One (1) No. (0-500V) 96 x 96 Sqmm voltmeter with

control fuse & selector switch.

One (1) No. (0-100A) 96 x 96 Sqmm CT operated

Ammeter with selector switch, CTs etc.

One (1) Set of Phase Indication Lamp.

One (1) No.125 A, TPN aluminimum bus bar of suitable length.

Phase indication lamps on each outgoing to be provided.

63Amp 4P MCB - 2No.

63Amp 4P MCB - 1Nos.-Spare Each 1 125500.00 125500.00

M.D.B.-1(LOC-FIRST FLOOR)

125 Amp. MCCB - 1No

Cat. B Panel Cubicale Type

One (1) No. (0-500V) 96 x 96 Sqmm voltmeter with

control fuse & selector switch.

One (1) No. (0-125A) 96 x 96 Sqmm CT operated

Ammeter with selector switch, CTs etc.

One (1) Set of Phase Indication Lamp.

One (1) No.150 A, TPN aluminimum bus bar of suitable length.

Phase indication lamps on each outgoing to be provided.

63Amp 4P MCB - 4No.

63Amp 4P MCB - 1Nos.-Spare

40Amp 4P MCB - 1Nos.-Spare Each 1 145500.00 145500.00

M.D.B.-2(LOC-SECOND FLOOR)

125 Amp. MCCB - 1No

Cat. B Panel Cubicale Type

One (1) No. (0-500V) 96 x 96 Sqmm voltmeter with

control fuse & selector switch.

One (1) No. (0-125A) 96 x 96 Sqmm CT operated

Ammeter with selector switch, CTs etc.

One (1) Set of Phase Indication Lamp.

One (1) No.150 A, TPN aluminimum bus bar of suitable length.

Phase indication lamps on each outgoing to be provided.

63Amp 4P MCB - 3No.

63Amp 4P MCB - 1Nos.-Spare

40Amp 4P MCB - 1Nos.-Spare Each 1 135500.00 135500.00

M.D.B.-3(LOC-THIRD FLOOR)

125 Amp. MCCB - 1No

Cat. B Panel Cubicale Type

One (1) No. (0-500V) 96 x 96 Sqmm voltmeter with

control fuse & selector switch.

One (1) No. (0-125A) 96 x 96 Sqmm CT operated

Ammeter with selector switch, CTs etc.

SI. RATE Effective DSR

DSR. No. DESCRIPTION UNIT QTY MR AMOUNT

No. (in Rs) Amount

One (1) Set of Phase Indication Lamp.

One (1) No.150 A, TPN aluminimum bus bar of suitable length.

Phase indication lamps on each outgoing to be provided.

63Amp 4P MCB - 2No.

63Amp 4P MCB - 1Nos.-Spare

40Amp 4P MCB - 1Nos.-Spare Each 1 135500.00 135500.00

EM-M.D.B.-1(LOC-FIRST FLOOR)

160 Amp. MCCB - 1No

Cat. B Panel Cubicale Type

One (1) No. (0-500V) 96 x 96 Sqmm voltmeter with

control fuse & selector switch.

One (1) No. (0-160A) 96 x 96 Sqmm CT operated

Ammeter with selector switch, CTs etc.

One (1) Set of Phase Indication Lamp.

One (1) No.200 A, TPN aluminimum bus bar of suitable length.

Phase indication lamps on each outgoing to be provided.

100Amp 4P MCB - 1No.

40Amp 4P MCB - 2No.

63Amp 4P MCB - 1Nos.-Spare

40Amp 4P MCB - 1Nos.-Spare Each 1 165500.00 165500.00

EM-M.D.B.-2(LOC-SECOND FLOOR)

100 Amp. MCCB - 1No

Cat. B Panel Cubicale Type

One (1) No. (0-500V) 96 x 96 Sqmm voltmeter with

control fuse & selector switch.

One (1) No. (0-100A) 96 x 96 Sqmm CT operated

Ammeter with selector switch, CTs etc.

One (1) Set of Phase Indication Lamp.

One (1) No.125 A, TPN aluminimum bus bar of suitable length.

Phase indication lamps on each outgoing to be provided.

40Amp 4P MCB - 3No.

63Amp 4P MCB - 1Nos.-Spare

40Amp 4P MCB - 1Nos.-Spare Each 1 125500.00 125500.00

EM-M.D.B.-3(LOC-THIRD FLOOR)

100 Amp. MCCB - 1No

Cat. B Panel Cubicale Type

One (1) No. (0-500V) 96 x 96 Sqmm voltmeter with

control fuse & selector switch.

One (1) No. (0-100A) 96 x 96 Sqmm CT operated

Ammeter with selector switch, CTs etc.

One (1) Set of Phase Indication Lamp.

One (1) No.125 A, TPN aluminimum bus bar of suitable length.

Phase indication lamps on each outgoing to be provided.

40Amp 4P MCB - 2No.

63Amp 4P MCB - 1Nos.-Spare

40Amp 4P MCB - 1Nos.-Spare Each 1 115000.00 115000.00

EM-M.D.B.-4(LOC-FIRST FLOOR)

100 Amp. MCCB - 1No

Cat. B Panel Cubicale Type

One (1) No. (0-500V) 96 x 96 Sqmm voltmeter with

control fuse & selector switch.

One (1) No. (0-100A) 96 x 96 Sqmm CT operated

Ammeter with selector switch, CTs etc.

One (1) Set of Phase Indication Lamp.

SI. RATE Effective DSR

DSR. No. DESCRIPTION UNIT QTY MR AMOUNT

No. (in Rs) Amount

One (1) No.125 A, TPN aluminimum bus bar of suitable length.

Phase indication lamps on each outgoing to be provided.

63Amp 4P MCB - 2No.

63Amp 4P MCB - 1Nos.-Spare

40Amp 4P MCB - 1Nos.-Spare Each 1 125500.00 125500.00

43 MR Supply & Fixing of 1X17 W mirror light complete

in all respects. Make-Philips or Eq Each 75 1200.00 90000.00

44 MR Supply of 12 W LED BULB complete in all respect.

Make-Philips or Eq Each 80 275.00 22000.00

45 MR Supply of AC 230/250 Volts, 50 Hz 55w 1400 rpm

exhaust fans including providing nuts, bolts,

mounting frame and other accessories including

connections etc. complete as required.Make:

Havells-STANDARD -Refresh Air-SPS

46 MR Supply & erection of AC 230/250 Volts, 50 Hz 370w

1400 rpm exhaust fans including nuts, bolts,

mounting frame and other accessories with

connections etc. complete as required.Make:

Havells-Turbo Force

47 Supply & erection of High speed Wall Fan AC

230/250 Volts, 50 Hz 110w 1750 rpm including

nuts, bolts, mounting frame and other

accessorieswith connections etc. complete as

required. Make: Havells-STANDARD -SW 18

48 MR Supply & Fixing of service bracket of 50mm. Dia 4

meter long fabricated from class ''B'' G.I. pipe

complete with two bend, socket, wall clamps. 7/3.15

mm G.I. stay wire, stay insulators etc..complete in all

respects. Each 24 2585.00 62040.00

49 MR Supply and fixing following rateing four pole, 415

V, MCB in the existing MCB DB complete with

connections, testing and commissioning etc. as

40 A,4P MCB-Bracking Capacity-10 kA, C-Curve-

Make-Havells Each 10 2400.00 24000.00

63 A,4P MCB-Bracking Capacity-10 kA, C-Curve-

Make-Havells Each 14 2510.00 35140.00

50 MR S/f of 10/20 pair Junction Boxes for Floors and

building with Krone connectors , with connection

and punching of same Each 1 7800.00 7800.00

51 MR LIGHTING ARRESTER

Supply & fixing of level-I tested accordance with

NFC-17-102 for advance triggering time 22 micro

seconds, temperature with stand test of -40 to +120

degree centigrate, CE marked, short circuit test for

100KA etc. inculding the following: Make

Liva/ESE(kalre)-50mtr. 65500.00

SITC 5m GI mast with adaptor head and base plate

for raising the lighting rod by 5 m above the surface

b Each 1 8500

to protected including insulator between lighting

rod and GI mast. 8500.00

SITC Copper cable 70 sqmm flexible copper single

core multi-strand. 52250.00

SITC 6 digits IP 67 lighting counter with hole for

cable/strip LEC-D 10500.00

SITC Eathing set(2 Nos.) consisting of copper

bounded rod 17.2mm dia 10ft long 250 microns UL

marked, 30kg earth enhancing chemical compound

with resistivity of <0.1 Ohm-m NABL lab tested,

clamp for connecting rod to cable/strip including

civil work with pit cover complete. 16500.00

SITC stay wire,lugs, U clam, base plate fastener,

f hook fasteners, Test link/clamp ect. As required Each 1 4500

complete. 4500.00

TOTAL NON SCHEDULED ITMES 3626770.00

ESTIMATE FOR EXTERNAL WATER SUPPLY WORKS

(SCHEDULED ITEMS AS PER D.S.R. 2023)

S. D.S.R. Description Qty. Unit Rate (Rs.) Effective

EXTERNAL WATER SUPPLY SYSTEM

1 2.10.1 Excavating trenches in all kind of soil of required width for pipes, cables

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

bottoms, depth upto 1.5 m. including getting out the excavated soil &

then returning the soil as required,

in layers not exceeding 20cm in depth including consolidating each

deposited layer by ramming, watering, etc & disposig of surplus

excavated soil as directed within a lead of 50m.

2.10.1.1 Pipes, cables etc. not exceeding 80mm dia. 95 metre 215.60 20482.00

2 18.19 Provding and fixing gun metal non return valve of approved quality

(screwed end) 0.00

18.19.6 80 mm nominal bore 0.00

3 18.12 Providing & fixing G.I. pipes complete with G.I. fittings including tenching

and refilling etc. 0.00

External work 0.00

18.12.6 50mm nominal bore. 20 metre 762.15 15243.00

18.12.8 80mm nominal bore. 75 metre 1041.70 78127.50

4 18.41 Providing & fixing sand of grading zone V or coaser grade alround the G.I.

Pipes in external work. 0.00

18.41.6 50 mm diameter pipe 20 metre 173.25 3465.00

18.41.8 80 mm diameter pipe 75 metre 281.80 21135.00

5 18.17 Providing and fixing gate valve (with cap complete with bolts, nuts,

rubber insertion etc. 0.00

18.17.4 50 mm nominal bore 2 Each 1026.65 2053.30

18.17.6 80 mm nominal bore 3 Each 2604.55 7813.65

6 18.33 Constructing masonry Chamber 60x60x75 cm, inside with 75 class

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

for sluice valve, with C.I. surface box 100mm top diameter, 160mm

bottom diameter and 180mm deep (inside) with chained lid and RCC top

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

20mm nominal size) necessary excavation foundation concrete 1:5:10 (1

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

inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12

mm thick finished with a floating coat of neat cement complete as per

standard design : 0.00

18.33.1 With F.P.S. bricks 4 Each 10862.40 43449.60

7 18.13 Making connection of G.I. distribution branch with G.I. main of following

sizes by providing and fixing tee, including cutting and threading the pipe

etc. complete : 0.00

18.13.1 25 to 40 mm dia nominal bore 0 Each 911.90 0.00

18.13.2 50 to 80 mm dia nominal bore 4 Each 1785.35 7141.40

TOTAL EXTERNAL WATER SUPPLY SYSTEM-DSR 2023 202765.85

DETAILED ESTIMATE OF PROPOSED 144 BEDDED GIRL HOSTEL

AT MMMUT ,COLLEGE ,DISTT-GORAKHPUR(UP)

[ ABSTRACT OF COST -BOUNDARY WALL .]

[ GIRL'S HOSTEL - 144 BEDDED ]

(Based on D.S.R. - 2023 )

S.N. DESCRIPTION OF ITEM DSR NO. QUANTITY UNIT RATES AMOUNT

1 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, for all lift, including getting out the

excavated soil and disposal of surplus excavated soil as directed,

within a lead of 50 m. All kinds of soil.

Excavation up to 1.50 mt. depth 2.8.1 270.324 CUM 260.30 70365.34

2 Filling available excavated earth (excluding rock) in trenches,

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

depth, consolidating each deposited layer by ramming and watering,

lead up to 50 m and lift upto 1.5 m. (D.S.R.-2.25) 216.259 CUM 196.00 42386.80

3 Providing and laying in position cement concrete of specified

gradeexcluding the cost of centering and shuttering - All work up to

plinthlevel :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone

aggregate 40mm nominal size) 4.1.8 6.720 CUM 6812.00 45776.64

4 Providing and laying in position ready mixed or site batched design

mix cement concrete for reinforced cement concrete work; using

coarse aggregate and fine aggregate derived from natural sources,

Portland Pozzolana / Ordinary Portland /Portland Slag cement,

admixtures in recommended proportions as per IS: 9103 to

accelerate / retard setting of concrete, to improve

durability and workability without impairing strength; including

pumping of concrete to site of laying, curing, carriage for all leads;

but excluding the cost of centering, shuttering, finishing and

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

following grades of concrete. Note: Extra cement up to 10% of the

minimum specified cement content in design mix shall be payable

separately. In case the cement content in design mix is more than

110% of the specified minimum cement content, the contractor shall

have discretion to either re-design the mix or bear the cost of extra

cement. 5.33 0.00

Concrete of M25 grade with minimum cement content of 330 kg

/cum. (For R.C.C. Beam) (As per design mix concrete M-25

cement concrete @ 362.00kg/cum.) (As per design mix enclosed)

variation in cement consumption should be taken into

consideration while payment) 0.00

All works upto plinth level 5.33.1 24.407 CUM 9504.75 231982.43

5 [Extra for Cement Bag] 24.407 CUM 164.99 4026.96

Providing and laying in position ready mixed or site batched design

mix cement concrete for reinforced cement concrete work; using

coarse aggregate and fine aggregate derived from natural sources,

Portland Pozzolana / Ordinary Portland /Portland Slag cement,

admixtures in recommended proportions as per IS: 9103 to

accelerate / retard setting of concrete, to improve durability and

workability without impairing strength; including pumping of

concrete to site of laying, curing, carriage for all leads; but excluding

the cost of centering, shuttering, finishing and reinforcement as per

direction of the engineer-in-charge; for the following grades of

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

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

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

minimum cement content, the contractor shall have discretion to

either re-design the mix or bear the cost of extra cement.

Concrete of M25 grade with minimum cement content of 330 kg

/cum. (For R.C.C. Footing/Raft) (As per design mix concrete M-

25 cement concrete @ 362.00kg/cum.) (As per design mix

enclosed) variation in cement consumption should be taken into

consideration while payment) 0.00

6 All works upto plinth level 5.33.1 3.038 CUM 9504.75 28870.68

7 [Extra for Cement Bag] 3.038 CUM 164.99 501.16

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

class designation 7.5 in foundation and plinth in:Cement mortar 1:6

Digitally signed by Anuvesh

9 Providing and laying damp-proof course 40 mm thick with cement

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

natural sources : 4 graded stone aggreg ale 12.5 mm nominal size

derived from natural sources) 4.10 250.000 SQM 410.85 102712.50

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

bending, placing in position and binding all complete. Thermo-

Mechanically Treated bars of grade Fe-500D or more. 5.22.6 49.320 QTL 10785.00 531916.20 #REF!

11 15 mm thick plinth plaster [1 cement : 4 coarse sand] 13.5.1 720.000 SQM 411.75 296460.00

Centering and shuttering including strutting, propping etc. and

removal of form for : 0.00

12 Foundations, footings, bases of columns, etc. for mass concrete 5.9.1 12.960 SQM 392.15 5082.26

13 Columns, Pillars, Piers, Abutments, Posts and Struts 5.9.6 33.120 SQM 961.30 31838.26

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

ADD ELECTRICAL WORK

15 Providing and applying white cement based putty of average

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

plastered wall surface to prepare the surface even and smooth

16 Finishing walls with Premium Acrylic Smooth exterior paint with

Silicone additives of required shade: New work (Two or more coats

applied @ 1.43 ltr/10 sqm over and including priming coat of

exterior primer applied @ 2.20 kg/10 sqm) (For Internal wall

Digitally signed by Anuvesh

SCHEDULE OF QUANTITIES FOR EXTERNAL ELECTRICAL WORKS

BILL OF QUANTITY

PART (A): SCHEDULE ITEMS (AS PER E&M -2025)

DSR. No. DESCRIPTION UNIT QTY DSR Amount MR AMOUNT

1 1.17 Supplying and drawing following sizes of FRLS/HFFR

PVC insulated copper conductor, single core cable in

existing surface / recessed Steel/PVC conduit as

2 2.21 Providing and fixing M.V. danger notice plate of 200

mmx150 mm, made of mild steel, at least 2 mm thick,

and viterous enameled white on both sides, and with

incription in single red colour on front side as required. Each 1 315.00 315.00

3 5.4 Earthing with GI earth pipe, 600 mm X 600 mm X 6

mm thick including accessories and providing

masonary enclosure with cover plate having locking

arrangement and watering pipe of 2.7 metre long etc,

with charcoal/cock and salt as required. Set 12 8351.00 100212.00

4 5.9 Supplying and Laying of 25 mm X 3 mm G.I strip at

0.50 metre below ground as strip earth electrode,

including connection / terminating with nut, bolt,

spring, washer etc. as required.( jointing shall be done

by overlapping and with 2 sets of G.I. nut bolt & spring

washer spaced at 50mm) Meter 225 160.00 36000.00

5 5.16 Providing & fixing 6 SWG dia G.I. on surface or in

recess for loop earthing as required. Meter 295 84.00 24780.00

6 7.4 Supplying, installation, testing & commissioning of

Astronomical time switch of following configuration

to be mounted in feeder pillars/lighting DBs for

automatic switching On & Off of street lights at sunset

& sun risr or twillight(Auto On, Auto Off, Auto modes)

with manual override facility with 12/24 hour display

format with suitable battery and indication for relay

status i/c progamming at site complete required. 0.00

7.4.2 02 output per phase and suitable for single phase

supply Each 1 9029.00 9029.00

7 8.14. LED Street light fixture, powder coated die cast

alluminum body (System lumen efficancy >135

DSR. No. DESCRIPTION UNIT QTY DSR Amount MR AMOUNT

Supplying,installation, Testing & Commissioning of

Street light LED fixture powder coated pressure die

cast alluminum body with driver as per the

requirement with Driver efficiency >85%, input

voltage AC 140-270 Volt,frequency 50/60 hz,

Operating temp range-15 deg to 50 deg centigrade,

internal surge protection of 5 KV L,N,E, as per IEC

6100-4-5, Driver efficency >85% THD<10% as per

6100-3-2 , P.F. ≥0.95, IP66, CRI>80, under volatage and

over voltage protection , EMI-EMC AS per CISPR-15,

lences for beam angle as per IESNA type I/II/III as per

the width of the road and the project requirement.,

suitable to fit in up to 65mm dia pie, life

time(LED,Driver & electrical circuitary), of minimum

50000 Buring Hours with 70% of initial Lumen

maintained till life ends, CCT

3000°K/4000°K/5700°K/6000°K/6500°K(As per ANSI

Bim.)SDCM(Standard Deviation Colour Matching)<3,

Maximum power consumption should not more than

the specified rating and Fixture shall be confirming to 0.00

relevant BIS standards.

Manufactures Word Mark/Name

Engraved/Embossing/ Screen printing on housing.

OEM must have its own in house NABL lab setup for

testing facilities for LED fixtures. Complete in all

respect i/c connection with 1.5 sq.mm FRLS PVC

insulated copper conductor single core cable and

earthing etc. as required with minimum 5 year OEM

warranty. System lumen efficancy >135 lm/watt

output. LM79 & LM 80 test report from NABL lab for all

testing required for LED fictures as per BIS shall be

submitted. Shape size and CCT shall be as approved by

Engineer-in Charge as per requirement.(Thermal

management: heat sink of aluminum housing such that

LED junction temperature shall not rise above 90°C). 0.00

Powder coated die cast/Extruded aluminum Body

(Thickness ≥1.20mm) 0.00

8 10.10 Supplying and fixing cable route marker with 10 cm X

10 cm X 5 mm thick G.I. plate with inscription there on,

bolted /welded to 35 mm X 35 mm X 6 mm angle iron,

60 cm long and fixing the same in ground as required. Each 6 598.00 3588.00

9 11.1 Supplying & making end termination with brass

compression gland and aluminium lugs for the

following size of PVC sheathed / XLPE aluminium

conductor cable of 1.1 KV grade as required. 0.00

10 12.6 Supplying and embedding following dia G.I. pipe

(medium class) in pole collar/ foundation (during

casting) for cable entry including bending the pipe to

the required shape complete as required. 0.00

DSR. No. DESCRIPTION UNIT QTY DSR Amount MR AMOUNT

11 15.13 Providing, laying and fixing following dia G.I. pipe

(medium class) in ground complete with G.I. fittings

including trenching (75 cm deep) and refilling etc as

required. 0.00

12 15.15 Supplying & laying of following size DWC HDPE pipe

ISI marked alongwith all accessories like socket, bend,

couplers etc. confirming to IS : 14930 Part-II complete

with fitting, cutting & jointing etc. direct in ground

(75cm below ground level) including excavation &

refilling the trench but excluding sand cushioning &

protective covering etc. as required. 0.00

15.15.2 90 mm dia (OD - 90 mm & ID - 76 mm nominal) Metre 185 183.00 33855.00

13 19.7(DSR- Constructing brick masonry manhole in cement

CIVIL-2023) mortar 1:4 (1 cement :4 coarse sand) RCC top slab with

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

aggregate 20mm nominal size), foundation concrete

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

aggregate 40mm nominal size) inside plastering

12mm thick with cement mortar 1:3 (1 cement :3

coarse sand) finished with floating coat fo neat cement

and making channels in cement concrete 1:2:4 (1

cement :2 coarse sand :4 graded stone aggregate

20mm nminal size) finished with a floating coat of neat

cement complete as per standard design 0.00

19.7.1.1 Inside size 90x80cms and 45cms deep including CI

cover with frame (light duty) 455x610mm internal

diamensions total weight of cover and frame to be not

less than 38 kg (weight of cover 23 kg and weight of

frame 15kg).With FPS bricks of class designation 75

for cable passing. Each 4 12770.55 51082.20

TOTAL (SCHEDULED ITEMS-DSR E & M-2025) 401665.20

PART (B): NON - SCHEDULED ITEMS (AS PER MARKET RATES)

14 MR Supplying and laying of aluminium conductor PVC

insulated armoured served sheathed cable 1100 volts

grade at the depth of 750 mm below ground level over

a cushion of 75 mm thick sand all around and

protected with burnt bricks on side and on top as

directed by Engineer-Incharge ,complete in all respect

including excavation and refilling. The armouring of

the cable shall be properly connected with the earth

conductor by clamps etc.

6 sqmm 2 core Metre 185 426.00 78810.00

10 sqmm 2 core Metre 25 456.00 11400.00

10 sqmm 4 core Metre 25 490.00 12250.00

15 MR Supply & fixing of 7 mtr G.I. Octagonal Pole of

approved make (top dia 70mm, Bottom dia 130 mm

and base plate 12mm thik) having 3mm thikness with

Single Arm bracket (1 Mtr length) on1:2:4 RCC

foundation including the cost of foundation,

foundation bolts, excavation & back filling and

Required T&P completee in all respect. Each 10 18543.00 185430.00

L.T. FEEDER PILLER(LOC-ON SITE)

DSR. No. DESCRIPTION UNIT QTY DSR Amount MR AMOUNT

16 MR Supplying assembling erecting connecting, testing and

commissioning of feeder pillar with over voltage and

under voltage relay with auto re-setting, manufactured

using 1.9/1.6 mm thick CRCA sheet steel with power

coated paint double door (front operated)with canopy

base channel and cable gland entry from bottom for

cable using, suitable alluminium busbar with

provision of incoming & outgoing MCCB/MCB of

L&T/Schneider/GE/ABB or Eq. make. Installation of

feeder pillar of suitable c.c. foundation etc complete in

1No. Of 800 Amps TPN MCCB of 36 KA service

breaking capacity and 800 Amp trip setting.

Metering : Voltmeter, Ammeter, Indication

1 Set of 1000 Amps TPN Aluminium Bus Bars of

suitable length and of cross section . Bus bar shall be

insulated by heat shrinkable sleaves & clip on shrouds

for joints. Bus bar shall be designed to with stand a

fault level of 36 KA at 415 volts.

3Nos. Phase indicating lamp each lamp shall have one

toggle switch .

Phase indication lamps on each outgoing to be provided.

800Amp 4P MCCB (36kA) - 1 Nos.

TOTAL NON SCHEDULED ITMES 1133980.00