Redevelopment of GPRA colony at Sarojini Nagar, New Delhi-SH: Construction of ESS (11KV) Sub-station at B Block, Sarojini Nagar

ABSTRACT OF COST OF CIVIL, FINISHING & MEP WORKS

S. NO. DESCRIPTION OF ITEM DSR ITEM AMOUNT

1 CIVIL & FINISHING WORKS 1,08,80,235.50 2,08,437.25

2 ELECTRICAL WORKS 6,07,089.73 1,06,014.00

3 INTERNAL PLUMBING WORKS 2,09,568.79 2,90,601.00

4 EXTERNAL PLUMBING WORKS 9,94,244.29 2,03,711.00

5 FIRE FIGHTING WORKS 36,866.97 1,93,228.00

SUB TOTAL OF DSR & NON DSR ITEMS 1,27,28,005.28 10,01,991.25

GRAND TOTAL 1,37,29,996.53

GRAND TOTAL 1,37,29,996.53

Digitally signed by SAKET

PROJECT: REDEVELOPMENT OF SAROJNI NAGAR -CONSTRUCTION OF 11 KVA ELECTRIC SUB-

SUB HEAD: BOQ OF CIVIL & FINISHING WORKS 11 KVA ESS

S. NO. DESCRIPTION AMOUNT

A DSR ITEM-2023

1 SUB HEAD I - EARTH WORKS 1,89,776

2 SUB HEAD II - CONCRETE WORK 1,75,267

3 SUB HEAD III- R.C.C WORKS 58,25,988

4 SUB HEAD IV - BRICK WORK 11,08,916

5 SUB HEAD V - STONE WORK 2,22,313

6 SUB HEAD VI - WOOD WORK & PVC WORK 98,361

7 SUB HEAD VII- STEEL WORK 9,13,236

8 SUB HEAD VIII - FLOORING 7,72,610

9 SUB HEAD IX - ROOFING/FALSE CEILING 51,044

10 SUB HEAD X - FINISHING 10,53,454

11 SUB HEAD XI - WATER PROOFING 4,69,270

Total of DSR Items 1,08,80,236

B NON-DSR ITEM 2,08,437

G.TOTAL (A+B) 1,10,88,673

Digitally signed by SAKET

PROJECT: REDEVELOPMENT OF SAROJNI NAGAR -CONSTRUCTION OF 11 KVA ELECTRIC SUB-STATION

SUB HEAD: BOQ OF CIVIL & FINISHING WORKS 11 KVA ESS

DSR QTY-ESS-1 AMOUNT

SRL. DESCRIPTION OF ITEM UNIT RATE

SUB HEAD I - EARTH WORKS

Earth work in excavation by mechanical means (Hydraulic excavator) /manual means over areas (exceeding 30cm in depth. 1.5 m in width

1 2.6.1 as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be leveled and neatly

dressed. (All kinds of soil)

All kinds of soil cum 391.73 172.708 67,654.78

2 2.26.1 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.

All kinds of soil below 1.5 up to 3.0 M cum 97.93 123.376 12,082.57

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 up to 1.5 m.

4 1.1.2 Carriage of earth by Mechanical transport including loading, unloading & stacking.

SUB TOTAL 1,89,776.35

SUB HEAD II - CONCRETE WORK

1 4.1 Providing and laying in position cement concrete of specified grade

1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm

2 4.17 nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, sqm 83.31 729.069 60,738.73

including necessary excavation, levelling & dressing & finishing the top smooth.

SUB TOTAL 1,75,266.91

SUB HEAD III- R.C.C WORKS

1 5.9 Centering and shuttering including strutting, propping etc. and removal of form for all heights :

i 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete sqm 140.50 381.562 53,609.84

ii 5.9.2 Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.- OH Tanks sqm 258.77 819.753 2,12,125.71

iii 5.9.3 Suspended floors, roofs, landings, balconies and access platform sqm 250.78 902.214 2,26,258.73

iv 5.9.4 Shelves (Cast in situ) sqm 1.84 902.214 1,660.98

V 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers sqm 393.93 716.517 2,82,261.06

vi 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts sqm 253.32 935.345 2,36,941.57

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.

Thermo-Mechanically Treated bars of grade Fe-500 D or more. kg 12483.1 104.938 13,09,954.27

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.

Thermo-Mechanically Treated bars of grade Fe-500 D or more. kg 13357.26 104.938 14,01,685.04

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

4 5.33 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.

Digitally signed by SAKET

Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement

content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design

the mix or bear the cost of extra cement.

5.33.1 All works up to plinth level

i 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum cum 132.97 9248.122 12,29,722.75

5.33.2 All works above plinth level

ii 5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum cum 89.73 9594.169 8,60,870.69

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels,

bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering,

finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).

Note :- The above item shall be used judiciously where specified quality of Fly Ash is available for mixing in concrete. Also, the guidelines

issued by CDO, CPWD, vide circular no. CDO/SE(RR)/Fly Ash (Main)/102 dated 9th April 2009 shall be followed in such cases.

SUB TOTAL 58,25,987.66

SUB HEAD IV - BRICK WORK

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 :

6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum 117.82 9092.053 10,71,201.86

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :

6.12.1 Cement mortar 1:3 (1 cement : 3 coarse sand) Sqm 37.39 906.593 33,901.81

Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.

SUB TOTAL 11,08,916.34

SUB HEAD V - STONE WORK

Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity

counters, window sills, facias and similar locations of required size, approved shade, color and texture laid over 20 mm thick base cement

1 8.2.2.2 mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing,

curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.

Granite of any color and shade

Area of slab over 0.50 sqm sqm 43.84 4997.620 2,19,100.65

Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish

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

Granite work-Toilet Counter meter 2.63 497.154 1,307.52

Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in

3 8.5 marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. each 2.00 952.275 1,904.55

SUB TOTAL 2,22,312.72

SUB HEAD VI - WOOD WORK & PVC WORK

Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold

1 9.1.3 fast lugs or with dash fasteners of required dia. & length (hold fast lugs or dash fastener shall be paid for separately).

Kiln seasoned and chemically treated hollock wood Cum 0.17 81126.843 13,446.77

Digitally signed by SAKET

Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction

2 9.21 with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on

both faces of shutters:

35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws -35mm thick factory made laminated exterior grade flush

30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws -35mm thick factory made laminated exterior grade flush

Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface

etc. complete :

9.40.2 Kiln seasoned and chemically treated hollock wood

Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door

shutter to be measured).

Providing and fixing carbon steel galvanized ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield

strength 480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame ,

concrete/ masonry, etc. as per direction of Engineer-in-charge.

Providing and fixing factory made uPVC white glazed/Wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame,

sash and mullion/coupler (where ever required) extruded profiles having minium 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 , interlocking and Inline sash adaptor

(where ever required ) of approriate dimension, EPDM gasket, hardware, SS304 grade fasteners of minimum 8mm dia with countersunk

head, comprising of matching polyamdie PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, Plastic caps and

necessary stainless steel screws etc. Profile of frame sash & mullion (if required) shall be mitred cut & fusion Weled/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

6 9.147A 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 Comforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcemnt and cross section

of uPVC profiles to be as per design approved by Engineer -in-Charge.

Wire mesh/Glazing/toughened/laminated/double glass unit with / without high performance coating as per design requirement and

comforming to IS: 16231 shall be paid separately.

Note: Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for (i) Sites with basic

wind speed > 45m/sec as per IS 875- Part 3 (ii) Sites with structure height more than 20m for all wind speeds.

9.147.C2 Fixed window / ventilator with mullion / transom.

Using R2 series with frame (39mm & above) x (39mm & above ) & mullion (39mm & above) x (60mm & above ) ( Height upto 1.2 metre)

Fire Door Frame

Providing and fixing fire resistant door frame of section 50 x 60 mm on horizontal side & 35 x 60 mm on vertical sides having built in rebate

made out of 1.6 mm thick GI sheet (Zinc coating not less than 120 gm/sqm) suitable for mounting 120 minutes Fire Rated Glazed Door

Shutters. The frame shall be filled with mineral wool Insulation having density minimum 96Kg/sgm. The frame will have a provision of G.I.

anchor fastners 14nos (5 each on vertical style & 4 on horizontal style of size M10 x 80) suitable for fixing in the opening along with factory

7.0 9.161 made template for SS ball bearing hinges of size 100x89x3 mm for fixing of fire rated glazed shutter. The frame shall be finished with an mtr 16.42 2143.422 35,194.98

approved fire resistant primer or powder coating of not less than 30 micron in desired shade as per the directions of Engineer - in- Charge.

(Cost of SS ball bearing hinges is excluded).

SUB TOTAL 98,361.36

Digitally signed by SAKET

SUB HEAD VII- STEEL WORK

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved

steel primer using structural steel etc. as required.

In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete

10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works kg 2110.38 167.940 3,54,416.80

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position

and applying a priming coat of approved steel primer all complete.

Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length

and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for

inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire

3 10.6 springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required

thickness for rolling shutters.

10.6.1 80x1.25 mm M.S. laths with 1.25 mm thick top cover Sqm 18.90 3554.564 67,181.25

4 10.7 Providing and fixing ball bearing for rolling shutters. Each 15.00 479.057 7,185.85

Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield

strength 480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame ,

5 10.27 concrete/ masonry, etc. as per direction of Engineer-in-charge.

10.27.2 10 x 80 mm Each Rate only 133.933

Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and

corners, all necessary fittings complete, including applying a priming coat of approved steel primer.

10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces Sqm 4.20 5647.633 23,720.06

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

7 10.14 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with

mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the

surface as directed by Engineer-in-charge:

10.14.2 Profile C

10.14.2.1 Fixing with adjustable lugs with split end tail to each jamb metre 6.20 595.233 3,690.44

8 10.19 Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. kg 50.00 94.576 4,728.78

9 10.20 Providing and fixing bolts including nuts and washers complete. kg 25.00 155.048 3,876.19

SUB TOTAL 9,13,236.14

SUB HEAD VIII - FLOORING

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers,

abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets,

1 4.2 sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:

1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural

2 11.24 Extra for pre finished nosing to treads of steps of marble stone / Kota Stone meter 34.50 700.463 24,165.96

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) :

Digitally signed by SAKET

Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3

4 11.27 coarse sand) and jointed with grey cement slurry mixed with pigment to sqm 13.76 2291.123 31,514.40

match the shade of the slabs, including rubbing and polishing complete.

Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved

make, in all colors, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and

5 8.31 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, sqm 125.80 1233.715 1,55,201.39

including pointing in white cement mixed with pigment of matching shade complete.

Providing and laying Vitrified tiles-DOUBLE CHARGED in floor with different sizes (thickness to be specified by the manufacturer), with water

absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement

6 11.49.2 based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting

of joints (Payment for grouting of joints to be made separately).

Providing and laying Vitrified 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 brand & manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement based

7 11.47.2 high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints

(Payment for grouting of joints to be made separately).

Providing and laying rectified anti skid /Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the

manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red

8 11.40 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 sqm 36.31 1400.536 50,853.47

pointing the joints with white cement and matching pigments etc., complete.

Providing and laying C.C. pavement of mix M-25 with (Hardener) ready mixed concrete from batching plant. The ready mixed concrete shall

be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc.

9 16.75 complete as per specifications and directions of Engineer-incharge. (The panel shuttering work shall be paid for separately).

(Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable

SUB TOTAL 7,72,610.39

SUB HEAD IX - ROOFING/FALSE CEILING

Providing & fixing false ceiling at all height including providing & fixing of framework made of special section, power pressed from M.S.

sheets and galvanised with zinc coating of 120 gms/ sqm (both side inclusive) as per IS : 277 and consisting of angle cleat of size 25mm wide

x 1.6mm thick with flanges of 27mm and 37mm, at 1200mm c/c, one flange fixed to the ceiling with dash fastener 12.5mm dia x 50mm long

with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25 x10 x0.50mm of required length with nuts & bolts of required size

and other end of angle hanger

fixed with intermediate G.I chanels 45 x15 x 0.90mm running at the spacing of 1200 mm c/c, to which the ceiling section 0.5mm thick

bottom wedge of 80mm with tapered flanges of 26 mm each having lips of 10.5mm, at 450mm c/c, shall be fixed in a direction

perpendicular to G.I intermediate channel with connecting clip made out of 2.64mm dia x 230mm long G.I wire at every junction, including

1 12.59 fixing perimeter channels 0.50mm thick 27mm high having flanges of 20mm and 30mm long, the perimeter of ceiling fixed to wall/

partitions with the help of Rawl plugs at 450mm centre, with 25mm

long dry wall screws @ 230mm interval, including fixing of Calcium Silicate Board to ceiling section and perimeter channels with the help of

dry wall screws of size 3.5 x25mm at 230mm c/c, including jointing & finishing to a flush finish of tapered and square edges of the board

with recommended jointing compounds, jointing tapes,finishing with jointing compounds in three layers covering up to 150mm on both

sides of joints and two coats of primer suitable for boards, all as per manufacture's specification and also including the cost of making

opening for light fittings, grills, diffusers, cut outs made with frame of perimeter channels suitably fixed, all complete as per drawings,

specificaton and direction of the Engineer in charge but excluding the cost of painting with:

8 mm thick Calcium Silicate Board made with Calcareous & Siliceous materials reinforced with cellulose fiber manufactured through

autoclaving process.

Digitally signed by SAKET

Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on interlocking metal

grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main "T" runner with suitably

spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center

and cross "T" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main "T" at 600 mm center to

center to form a grid of 1200x600 mm and secondary cross "T" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum)

sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying

false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings,

fixtures, smoke detectors etc. Main "T" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to

ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanized butterfly level clips of size 85 x 30 x 0.8

mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester

paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge.

8 mm thick fully perforated calcium silicate board made with Calcareous & Siliceous materials reinforced with cellulose fiber manufactured

through autoclaving process to give stable crystalline structure with minimum compressive strength 225 kg/ sq. cm, bending strength 100

kg/sq. cm , of size 595x595 mm, having perforation of dia. 10 mm with minimum perforated area 18 % with non woven tissue on the back

side, having an NRC ( Noise Reduction Coefficient) of 0.85, with 50 mm thick rockwool of 48 kg /cum backing.

Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70

and initial emittance > 0.75 on waterproof and sloped surface

of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white

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

polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner.

SUB TOTAL 51,043.91

SUB HEAD X - FINISHING

1 13.4 12 mm cement plaster of mix :

2 13.16 6 mm cement plaster of mix :

18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm

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

Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 liter/10 sqm) over and

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

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.

Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.

Distempering with 1st quality acrylic Washable distemper (ready mixed) having VOC content less than 50 gms/liter, of approved

7 13.41.1 manufacturer, of required shade and color complete, as per manufacturer’s specification.

Two or more coats on new work over and including water thinnable primimg coat with cement primer having VOC content less than 50

Digitally signed by SAKET

8 13.62 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :-

13.62.1 Two or more coats on new work sqm 75.78 220.141 16,682.30

9 13.18 Neat cement punning. sqm 34.00 77.791 2,644.91

SUB TOTAL 10,53,453.89

SUB HEAD XI - WATER PROOFING

Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water

proofing cement compound consisting of applying :

(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed

to air cure for 4 hours.

1 22.5 (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 sqm 38.36 600.390 23,029.75

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 slurry.

Terrace Water-Proofing

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:

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

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 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

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 Engineerin- charge.

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 Engineerin- 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.

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.-Only Plan area will be measured.

Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including

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

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 .V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse

4 sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. Each 10.00 290.197 2,901.97

SUB TOTAL 4,69,269.83

Digitally signed by SAKET

B. NON-DSR ITEM

Providing & injecting chemical emulsion for pre-constructional anti-termite treatment with Chlorpyriphos or equivalent emulsifiable

concentrate of 20% and creating a chemical barrier under and all round the column pits, wall trenches basement excavation, top surface of

1 MR-1 plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints surroundings of pipes and conduits etc. sqm 262.17 168.000 44,044.63

complete (plinth area of the building at ground floor only shall be measured for payment)

Supply of Single/ Double leaf/Tripple hollow metal insulated fire rated doors as per IS 3614:2021, for 120 min integrity and minimum 30

minutes insulation criteria. The door should be made out of Pressed glavanised steel sheet confirming to IS 277. The fire door should carry

earlier test evidence as per IS/ISO 3008-1 . It must have successfully tested from CBRI , Roorkee / International / NABL accrediated lab

which operates in accordance with ISO/IEC 17025 for testing.

2 MR-2 Door and frame should be finished with powder coating in standard RAL shade finish having DFT of minimum 30 microns. The door should

carry a minimum 500 Hrs of salt spray test. All accressesories like hardware, vision panel, fire seal etc to be supplied by Fire door

manufacturer only as per the guidelines laid down in IS 3614:2021.Every door must carry a label confirming to type of door & its fire rating.

Door leaf should be minimum 46mm thick fully flush double skin door. Door leaf must be manufactured from 1.2mm(18gauge) thick

galvanised steel sheet. The infill material shall be properiatery insulation. All doors shall be factory prepped for receiving appropriate

hardware and provided with necessary reinforcement for hinges, locks, and door closers. The edges should be interlocked with a bending

radius of 1.4mm. For double leaf doors integrated astragals has to be provided on the meeting stile for both active and inactive leaf. Vision

A lite wherever applicable should be provided for minimum 5mm thick single layered clear fire rated glass panes as per guidelines laid down

under IS 3614 2021 vide clause no. 7.2.7 table no. 2 with a clipon arrangement. Every Glass pane must carry a permanent marking of its

glass manufacturer

i FCD-1500 mm/1720 mm/2000 mm x 2100 mm -Double Leaf sqm 3.61 9060.00 32,724.72

ii FCD-750 mm/900mm/1200 mm x 2100 mm -Single Leaf sqm 4.41 9060.00 39,954.60

B. Fire Door Hardware

i SS BB Hinges of Size 100 x 75 x 3 mm Each 16.0 280.00 4,480.00

ii Door Closer with Std Arm Each 4.0 2167.00 8,668.00

iii Dead Lock with 70 mm Cylinder Each 3.0 1887.00 5,661.00

iv D Type Pull Handle of Size 300 mm Pair 4.0 1363.00 5,452.00

v Concealed Flush Bolt of Size 300 mm Each 1.0 804.00 804.00

vi 6 mm Thick Hero - Fire View / Asahi Make FR Clear Glass of Size 200 x 300 mm for Vision Panel Each 4.0 2517.00 10,068.00

vii Fire / Smoke Seal of Size 10 x 4 mm for Frame Rmt 16.4 154.00 2,528.68

viii Anchor Fastners of Size M10 X 100 mm Each 27.0 70.00 1,890.00

ix 3 Point panic bar for double leaf door Each 1.0 12373.00 12,373.00

x Tower Bolt Each 1.0 489.00 489.00

Providing & fixing mortise lock with both side key with handle SS of matt/polished finish of approved makes for internal doors . Size - 8" (

Lever handle with rosettes, 125 mm long, 19mm dia. )

Providing and fixing bright finished S.S. Grade-316 Matt/Polish finish of approved makes tower bolts (barrel type) with necessary screws etc.

Providing and fixing Matt finished SS Grade 316 hanging type floor door stopper with necessary screws, etc. complete.-Flush Doors

6 MR-7 Providing and fixing Rubber buffer with necessary screws, etc. complete. nos 5.00 26.00 130.00

7 MR-8 Providing and fixing 5mm thick Frost Glass in UPVC Ventilators sqm 1.80 1483.00 2,669.40

Providing and fixing multicell Polycarbonate sheet of Panel width 1040mm and 8 mm thick with 5 cells - 6 walls having wall flange thickness

1.8 mm & supporting wall flange thickness 0.50 mm. Extruded translucent panels with vertical standing seam at both sides of panels over

structural steel / MS purlins shall be fixed at all levels including transportation, lift, scaffolding etc. conforming to specifications and

directions of Engineer-in-Charge. (Rate of Steel Structure to be paid separately)

Shaft covring at Roof Terrace level Sqm 3.52 3413.00 12,005.23

Digitally signed by SAKET

SUMMARY-ESS 1-11KVA

S.no Description Unit Quntity

Counter RCC Cum 0.09

Counter Shuttering Sqm 1.84

Counter Steel Kg 8.52

Lintel Steel Kg 131.81

Lintel RCC Cum 0.88

Lintel Shuttering Sqm 8.32

230mm thk Cum 117.82

150mm thk Cum 0.00

115mm thk sqm 37.39

Granite Counter Top Sqm 43.84

Granite Counter Edge Moulding Rmt 2.63

Sink Cutting Nos 2.00

Flooring & Skirting

Vitrified Tile 600X600 Sqm 58.12

Anti Skid Vitrified Tile 300X300 Sqm 16.31

Kota Stone Flooring Sqm 118.42

Vitrified Tile Skirting Sqm 4.72

Kota Stone Skirting Sqm 13.76

Glazed Ceramic Tile Sqm 125.80

Staircase Nosing Rmt 34.50

Screed Work Sqm 0.61

VDF Flooring Cum 18.27

MS Railing kg 115.58

Railing Fastener Nos 32.00

Rolling Shutter Sqm 18.90

Rolling Shutter Ball Bearing Nos 15.00

MS Door Frame Kg 6.20

MS Door Shutter Sqm 4.20

MS Door Paint Sqm 4.81

MS gate kg 378.00

12mm Thk Plaster Sqm 578.75

6mm Thk Plaster Sqm 307.45

18mm Thk Plaster Sqm 307.45

OBD on Wall Sqm 578.75

OBD in Ceiling Sqm 307.45

External Paint Sqm 616.35

Enamel Paint On steel Sqm 8.09

Wooden Door Frame Polish Sqm 5.87

Digitally signed by SAKET

Cement Punning Sqm 34.00

Calcium Silicate False Ceiling Sqm 12.13

Heat Resistant Terrace Tiles Sqm 18.36

Polycarbonate sheet(Shaft) Sqm 3.52

Toilet Waterproofing Sqm 18.36

Terrace Waterproofing Sqm 258.86

Gola Rmt 64.11

Khurra Nos 10.00

Flush Door Frame Cum 0.17

Flush Door Shutter-35mm Thk Sqm 2.52

Flush Door Shutter-30mm Thk Sqm 6.93

Laminate Sheet-1mm thk Sqm 18.90

Cover Moulding Rmt 25.50

Wooden Door Hardware

Mortice lock Nos 5.00

Tower Bolt Nos 5.00

Door Handle Nos 0.00

Rubber Buffer Nos 5.00

Door Stopper Nos 5.00

Door Desh Fastener Nos 30.00

Fire Door Frame Rmt 16.42

Fire Door Shutter Sqm 8.02

Vision panel Sqm 0.30

Fire door Handle Nos 8.00

Panic Bar Nos 1.00

UPVC Ventilator Sqm 1.80

Tank Steel Kg 992.62

Paint on Steel Sqm 38.11

Miscellaneous Items

urinal partitions sqm 0.68

Digitally signed by SAKET

Flooring Skirting Ceiling Wall Finish

20mm Thk Cerami Calcium

20mm Thk Silicate Counter

Vitrified Anti Skid Vitrified Pre- Railing c Externa Counter Terrace Toilet Brick Block Block Polycar

Depth/ Pre- VDF Staircase MS False OBD in OBD On Cement Granite Edge Counter Sink Screed Roof

SL No. Description Mark Unit No. FL. No Length Width Total Qty Area Perimeter Key Tile Ceramic Tile polished Fastene Glazed l Finish Shutteri Waterp Gola Waterp Work- Work- Work- bonate Gutter Steel Steel Paint

Height polished Flooring Nosing Railing Ceiling Wall Paint Top Mouldi RCC Cutting Work Steel

Flooring Tile Skirting Kota r Wall Ceiling Wall ng roofing roofing 230mm 150mm 115mm sheet

VTF KF ASCT VDF VTS KFS SN MR RF CGWT CSFC OBDC OBDW EXP CP GT EM RCC Shutt SINK TWP Gola TW SCR 230mm 150mm 115mm PCS Gutter GSteel Steel SP

Skirting/Cladding

Drinking Water CGWT Sqm 1 1 1 3.70 2.4 8.88 8.88

Digitally signed by SAKET

Staircase OBDW Sqm 1 1 2 4.50 4.1 36.9 36.9

GF to 1st Floor

Staircase Nosing SN Sqm 1 1 23 1.50 34.50 34.5

Staircase Railing

Staircase Railing Fastener

Granite Counter Top

Granite Counter Edge Moulding

Counter Shuttering

Toilet M SINK Nos 1 1 1 1.00 1.00 1.0

Toilet F SINK Nos 1 1 1 1.00 1.00 1.0

Terrace Waterproofing

Terrace Terrace Waterproofing TWP Sqm 1 1 1 252.45 252.45 252.450 64.11 252.45

Terrace Terrace Waterproofing TWP Sqm 1 1 1 64.11 0.1 6.41 252.450 64.11 6.411

Terrace Terrace Waterproofing Gola Rmt 1 1 1 64.11 64.11 252.450 64.11 64.11

Toilet Waterproofing

At projection EXP Sqm 1 1 1 14.22 0.75 10.67 10.665

External Paint RS EXP Sqm -1 1 3 3.00 2.1 -18.90 -18.9

For Boundary Wall EXP Sqm 1 1 2 8.70 2.1 36.54 48.0 EA2D4A 36.54

For Boundary Wall EXP Sqm 1 1 2 14.22 2.1 59.72 48.0 EA2D4A 59.724

For Boundary Wall EXP Sqm 1 1 2 8.77 2.1 36.83 48.0 EA2D4A 36.834

Digitally signed by SAKET

External Paint EXP Cum 1 1 2 64.11 1.1 134.63 134.63

External Paint Parapet WallEXP Sqm 1 1 2 20.64 0.5 18.58 30.45 144.11 F2D02A 18.576

External Paint FD EXP Sqm -1 1 1 1.72 2.1 -3.61 -3.612

Brick Work-230mm

230mm Thk Brick Work

115mm Thk Brick Work

Brick Work -115mm Thk 115mm Sqm 1 1 1 2.00 2.5 4.90 4.9

Brick Work -115mm Thk 115mm Sqm 1 1 1 2.00 2.5 4.90 4.90

Brick Work -115mm Thk 115mm Sqm 1 1 1 3.43 2.5 8.40 8.40

Brick Work -115mm Thk 115mm Sqm 1 1 1 1.30 2.5 3.19 3.19

Brick Work -115mm Thk 115mm Sqm 1 1 1 1.75 2.5 4.29 4.29

Brick Work -115mm Thk 115mm Sqm 1 1 1 1.30 2.5 3.19 3.19

Brick Work -115mm Thk 115mm Sqm 1 1 1 3.96 2.5 9.70 9.70

Brick Work -115mm Thk D1

Brick Work -115mm Thk D2

Steel Frame For Tank

Steel Frame For Tank

Polycarbonate sheet

Digitally signed by SAKET

door Door Woode MS MS

Flush Door Flush Door Cover Fire Fire Fire UPVC Rolling Shutte MS

Groun Total frame Laminated Mortice Tower Door Rubber Door Desh n Door Vision Panic UPVC Glazin Glass Door Door Lintel Lintel

S.no Description Terrace Total Nos Length Depth Shutter-35 Shutter-30 Mouldi Door Door Door Ventila Shutte r Ball Door MS Door

d Floor Qantity 2nd class Sheet Lock Bolt Handles Buffer Stopper Fastene Frame Panel Bar Window g Door Shutte Shutte RCC Shuttering

mm thk mm thk ng Frame Shutter Handle tor r Bearin Frame

teak r Polish r r Paint

Cum Sqm Sqm Sqm Nos Nos Nos Nos Nos Nos Rmt Sqm Rmt Sqm Sqm Nos Nos Sqm Sqm Sqm Nos Sqm Sqm kg Sqm Sqm Sqm Cum Sqm

3 UPVC Ventilator

4 Rolling Shutter

Digitally signed by SAKET

CONSTRUCTION OF 11 KV SUBSTATION BLOCK-I NEAR SAROJINI NAGAR MARKET

(SH: SITC OF ELECTRICAL WORK)

ABSTRACT OF COST OF ELECTRICAL WORK

S. No. Description of Item

1 SUB HEAD - I - POINT WIRING 432812.78

2 SUB HEAD - II - (TELEPHONE / TV / DATA SYSTEM) 43616.67

3 SUB HEAD - III - DISTRIBUTION BOARD/ RACEWAYS 40511.83

4 SUB HEAD - IV - LIGHT FIXTURES AND FANS 48614.97

5 SUB HEAD - V - LIGHTENING PROTECTION SYSTEM 41533.48

TOTAL DSR ITEMS 607089.73

B. Non-DSR Items

6 SUB HEAD - VI - MISCELLANEOUS ITEMS 106014.00

TOTAL 106014.00

Total of DSR Items & Non-DSR Items 713103.73

Digitally signed by SAKET

CONSTRUCTION OF 11 KV SUBSTATION BLOCK-I NEAR SAROJINI NAGAR MARKET

(SH: SITC OF ELECTRICAL WORK)

SCHEDULE OF QUANTITIES

S. No. DSR Description of Items Unit Qty DSR Rate MR Rate DSR Amount MR Amount

SUB HEAD - I - POINT WIRING

Wiring in MS conduit

1 1.3.3 Wiring for light point / fan point / call bell point with 1.5 sq. mm FRLS PVC

insulated copper conductor single core cable in surface / recessed steel

conduit with modular switch, modular plate, suitable GI box and earthing the

point with 1.5 sq. mm FRLS PVC insulated copper conductor single core

cable etc as required - Group C Point 65 1795.185 116687.03

2 1.54.3 Supply and wiring for Group control light point / fan point / exhaust fan point

with 1.5 sqmm FRLS PVC insulated, copper conductor cable in surface /

recessed MS conduit, with flexible conduits & coupler and earthing the point

with 1.5 sqmm FRLS PVC insulated copper conductor single core cable etc

as required without switch, Socket & Box etc. - Group C

3 1.7 Wiring for circuit / submain alongwith earth wiring with the following sizes of

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

recessed in suitable size of MS conduit as required.

3.2 1.7.2 2 x 2.5 sq. mm + 1 x 2.5 sq. mm earth wire ( wiring for ckt wiring)

4 1.5 Wiring for power plug with 2 x 4 sq. mm FRLS PVC insulated copper

conductor single core cable in surface / recessed in suitable size of steel

conduit along with 1 No. 4 sq. mm FRLS PVC insulated copper conductor

single core cable for loop earthing as required. Metre 300 421.309 126392.70

5 1.20 Supplying and fixing of following sizes of steel conduit along with

accessories in surface / recess including painting in case of surface conduit,

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

6 1.31 Supplying and fixing suitable size GI box with modular plate and cover in

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

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

required. Each 5 464.121 2320.61

7 1.32 Supplying and fixing suitable size GI box with modular plate and cover in

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

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

as required. Each 10 570.178 5701.78

Supplying and fixing following size / modules, GI box along with modular

base & cover plate for modular switches in recess etc as required.

Supplying and fixing following modular switch/ socket on the existing modular

9 1.24 plate & switch box including connections but excluding modular plate etc. as

Supplying and fixing modular blanking plate on the existing modular plate &

switch box excluding modular plate as required Each 1 38.92 38.92

Wiring in PVC conduit

11 1.10.3 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5

sq.mm FRLS PVC insulated copper conductor single core cable in surface /

recessed medium class PVC conduit, with modular switch, modular plate,

suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated

copper conductor single core cable etc. as required. Point 4 1427.391 5709.56

12 1.55.3 Wiring for group controlled (looped) light point/fan point/exhaust fan point/

call bell point (without independent switch etc.) with 1.5 sq. mm FRLS PVC

insulated copper conductor single core cable in surface/ recessed PVC

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

conductor single core cable etc. as required. Point 1 834.834 834.83

Digitally signed by SAKET

SAURABH Page 2

S. No. DSR Description of Items Unit Qty DSR Rate MR Rate DSR Amount MR Amount

13 1.12 Wiring for power plug with 2 x 4 sq. mm FRLS PVC insulated copper

conductor single core cable in surface / recessed in suitable size of PVC

conduit along with 1 No. 4 sq. mm FRLS PVC insulated copper conductor

single core cable for loop earthing as required. Metre 5 324.982 1624.91

14 1.7 Wiring for circuit / submain alongwith earth wiring with the following sizes of

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

recessed in suitable size of PVC conduit as required.

14.1 1.7.1 2 x 1.5 sq. mm + 1 x 1.5 sq. mm earth wire ( wiring for ckt wiring) Metre 5 318.171 1590.86

14.2 1.7.4 2 X 6 sq. mm + 1 X 6 sq. mm earth wire (For UPS DB) Metre 20 573.097 11461.94

15 1.14 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes

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

recessed medium class PVC conduit as required.

15.1 1.14.11 4 X 16 sq. mm + 2 X 6 sq. mm earth wire (submain wire for LPDB)

TOTAL CARRIED TO SUMMARY 432812.78

SUB HEAD - II - (TELEPHONE / TV / DATA SYSTEM)

1 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.

1.1 1.24.6 Telephone socket outlet Each 2 144.004 288.01

1.2 1.24.7 TV antenna socket outlet Each 1 144.004 144.00

2 1.27 Supplying and fixing following size / modules, GI box along with modular

base & cover plate for modular switches in ecess etc as required.

3 1.53.1 Supply and drawing CAT-6 LAN Cable in existing recessed steel conduit

complete as required. Metre 240 55.461 13310.64

4 1.38 Supplying and fixing call bell/ buzzer suitable for single phase,

230 V, complete as required Each 1 96.327 96.33

5 1.21 Supplying and fixing of following sizes of PVC conduit along with accessories

in surface / recess including painting in case of surface conduit, or cutting

the wall and making good the same in case of recessed conduit as required.

(For tel./ TV / Data wiring)

5.2 1.21.2 25 mm for tell/ TV/ submain for LV Metre 150 141.085 21162.75

6 1.20 Supplying and fixing of following sizes of MS conduit along with accessories

in surface / recess including painting in case of surface conduit, or cutting

the wall and making good the same in case of recessed conduit as required.

(For tel./ TV / Data wiring)

6.1 1.20.2 25 mm for tell/ TV/ submain for LV Metre 25 249.088 6227.20

TOTAL 43616.67

SUB HEAD - III - DISTRIBUTION BOARD/ RACEWAYS

1 2.4 Supplying and fixing following way, horizontal type three pole and neutral,

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

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

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

2 2.5 Supplying and fixing of following ways surface/ recess mounting, vertical

type, 415 V, Vertical type TPN MCB distribution board of sheet steel, dust

protected, duly powder painted, inclusive of 200 A, tinned copper bus bar,

common neutral link, earth bar, din bar for mounting MCBs (but without

MCBs and incomer) as required. (Note : Vertical type MCB TPDB is normally

used where 3 phase outlets are required.)

3 2.3 Supplying and fixing following way, single pole and neutral, sheet steel, MCB

distribution board, 240 V, on surface/ recess, complete with tinned copper

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

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

Digitally signed by SAKET

SAURABH Page 3

S. No. DSR Description of Items Unit Qty DSR Rate MR Rate DSR Amount MR Amount

4 2.12 Supplying and fixing following rating, double pole, 240 V, isolator in the

existing MCB DB complete with connections, testing and commissioning etc.

5 2.13 Supplying and fixing following rating, FP, 415/230 volts, isolator in the

existing MCB DB complete with connections, testing and commissioning etc.

6 2.14 Supplying and fixing following rating, double pole, (single phase and neutral),

240 V, residual current circuit breaker (RCCB), having a sensitivity current

30 mA in the existing MCB DB complete with connections, testing and

commissioning etc. as required.

7 2.10 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, “C” curve,

miniature circuit breaker suitable for inductive load of following poles in the

existing MCB DB complete with connections, testing and commissioning etc.

8 2.11 Supplying and fixing single pole blanking plate in the existing MCB DB

complete etc. as required. Nos. 4 12.649 50.60

TOTAL 40511.83

SUB HEAD - IV - LIGHT FIXTURES AND FANS

1 1.41 Installation, testing and commissioning of pre-wired, fluorescent/T5/LED

fittings/fitting /compact flourescent fitting of all types complete with all

accessories and tube etc. directly on ceiling/wall, including connection with

1.5 sq mm FR PVC insulated, copper conductor, single core cable and

earthing etc as required Each 79 200.438 15834.60

2 19.1 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5

star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of

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

kit, safety rope, copper winding, Power Factor not less than 0.9, Service

Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM

(tolerance as per IS: 374-2019), THD less than 10%, remote or electronic

regulator unit 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 Supply, earthing etc. complete as required.

3 1.25 Supplying and fixing stepped type electronic fan regulator on the existing

modular plate switch box including connections but excluding modular plate

etc. as required. Each 10 359.037 3590.37

4 1.50 Installation of exhaust fan in the existing opening, including

making good the damage, connection, testing, commissioning

etc. as required

TOTAL 48614.97

SUB HEAD - V - LIGHTENING PROTECTION SYSTEM

1 6.2 Providing and fixing of lightning conductor finial, made of 25 mm dia 300 mm

long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I.

base plate including holes etc. complete as required. Each 4 504.014 2016.06

2 6.4 Jointing G.I. tape (with another G I tape, base of the finial or any other

metallic object) by riveting / nut bolting/ sweating and soldering etc as

required. Each 4 109.949 439.80

3 6.7 Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of

wall for lightning conductor complete as required.(For horizontal run) Metre 110 122.598 13485.78

4 6.8 Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of

wall for lightning conductor complete as required.(For vertical run) Metre 70 191.681 13417.67

5 5.3 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including

accessories, and providing masonry enclosure with cover plate having

locking arrangement and watering pipe of 2.7 metre long etc. (but without

charcoal/ coke and salt ) as required. Set 2 12174.18

TOTAL 41533.48

Digitally signed by SAKET

SAURABH Page 4

S. No. DSR Description of Items Unit Qty DSR Rate MR Rate DSR Amount MR Amount

B. Non-Schedule Items

SUB HEAD - VI - MISCELLANEOUS ITEMS

1 MR-1 Supplying and fixing modular type Information Outlet RJ -45, CAT 6 Data ,

front plate and suitable size metal box on surface or in recess including Each 3 834.00 2502.00

connections etc.complete as required.

2 MR-2 Supplying and fixing of 100A TPN MCCB in existing DB connections,

testing and commissioning etc. as required.

3 MR-3 Supplying and fixing of 63A TPN MCB in existing DB connections, testing

and commissioning etc. as required.

4 Supply of following fittings/ luminaires/ ceiling fans complete with necessary

starter/s & copper wound/ electronic ballasts, capacitors, lamps, louvers & all

other accessories, down rods of suitable length, connections with 1.5 sq.mm.

PVC insulated FRLS, copper conductor, single core cable including loop

earthing with 1.5 sq mm FRLS PVC insulated copper conductor, single core

cable etc. complete as required.

5 MR-4 Supply of 13W LED Surface Mounted Downlighter with a nominal system

lumen output of 1200 lumens and a minimum system efficacy of 100 lm/W.

The luminaire shall have a rated system lifetime of 30,000 burning hours at

L70B50. The luminaire should have a color temperature of 6500K and

CRI>80. The luminaire shall meet IP20 rating with PF > 0.9. The luminaire Nos. 8 1066.00 8528.00

housing should made of high grade polycarbonate. The total power

consumption should not exceed 13W (including driver)

6 MR-5 Supply of LED based 4ft. Surface Mounted Luminaire with a nominal system

lumen output of 4400 lumens and a minimum system efficacy of 110 lm/W.

The luminaire shall have a rated system lifetime of 25000 burning hours

@L70B50. The luminaire shall have a IP20 Rating with PF>0.9 and an

operating Voltage Range of 160 - 270 V. THe luminare housing should be

made of extruded aluminium with Polycarbonate Diffuser and Powder

Coated CRCA Back Plate.

7 MR-6 Supply of LED Bulkhead with a nominal system lumen output of 600 lumens

and a minimum system efficacy of 60 lm/W. The luminaire shall have a rated

system lifetime of 50,000 burning hours at L70. The luminaire should have a

color temperature of 6500K and CRI > 70. The luminaire shall meet IP66

rating and IK 09 rating with THD < 20% and PF > 0.9. The luminaire housing Nos. 8 678.00 5424.00

should made of High pressure die cast Aluminium with polycarbonate front

diffuser. The total power consumption should not exceed 10W (including

8 MR-7 Supply installation and Comissioning of 20W, 2 feet, Energy saving,

environmental friendly, long life, corrosion resistant, impact proof, surface

mounting IK07, IP66 luminaire with System Lumen Output 4200 lm. Housing

is made up of scratch resistant unbreakable polycarbonate in grey finish. PG

16x1.5 cable gland is used for maintaining ingress protection. The luminaire

shall have High efficiency long life LED package in integral module with

lumen efficacy of >140 lm/W and viewing angle of 120° to ensure better

uniformity. The fixture shall have High quality polycarbonate diffuser in opal

finish for glare free uniform light distribution, clip fitted to the housing. The

luminaire shall have With power coated CRCA sheet acts as reflector and Nos. 1 2171.00 2171.00

control gear trey.The luminaire shall be Powered by a built-in isolated low

THD electronic driver (SMPS based constant current supply) with low THD,

Output Short-circuit / Open Circuit protection, Surge protection & Safety test

as per IS:15885 Part 2/Sec 13. The luminaire shall have Operating

temperature: -10 °C to +45 °C, Operating voltage range: 140 V - 270 V,

Average life L70B50: 50000 hour. The luminaire shall have Power

Factor>=0.95 & THD <=10, CCT 5700 K & CRI>=80. Havells Havells

Magnum Grand Neo, LT, Signify

9 MR-8 Supply of Exhaust fan complete with louver and with 3 core flexible wire as

required upto socket/ ceiling boxes as required, complete with cutting of wall,

grouting of fan and making good of the wall.

10 MR-9 Supplying and fixing of 1 KVA UPS with 30 minutes battery back up etc. as

Total of Non-Scxhedule Items

Digitally signed by SAKET

SAURABH Page 5

CONSTRUCTION OF 11KVA ESS BLOCK B

SUMMARY OF PLUMBING WORKS

S. No. Description of Item DSR Amount (Rs.)

1 SUB HEAD - I - (SANITARY FIXTURES ) 32,839.92

2 SUB HEAD - II - (SOIL, WASTE, RAIN WATER AND VENT PIPES) 1,12,134.57

3 SUB HEAD - III - (WATER SUPPLY) 64,594.31

Total of DSR Items 2,09,568.79

B. Non-DSR Items

1 SUB HEAD - IV - MISCELLANEOUS ITEMS 2,90,601.00

Total of DSR Items & Non-DSR Items 5,00,169.79

Digitally signed by SAKET

CONSTRUCTION OF 11KVA ESS BLOCK B

BILL OF QUANTITIES - PLUMBING WORK

DSR Rate Amount

S. No. Description of items Qty Unit

A. DSR - Items

SUB HEAD - I - (SANITARY FIXTURES )

1 17.7 Providing and fixing counter top wash basin with C.I. brackets, 15

mm C.P. brass pillar taps, C.P. Brass mixture,32 mm C.P. brass

waste of standard pattern, including painting of fittings and brackets,

cutting and making good the walls wherever require:

1.1 17.7.1 White Vitreous China Wash basin size 630x450 mm with a pair of 15

mm C.P. brass pillar taps 2 Each 2577.33105 5154.66

2 17.34 Providing and fixing toilet paper holder

3 17.22A Providing and fixing CP Brass 32mm size Bottle Trap of approved

quality as per the direction of Engineer-In-Charge 4 Each 1006.8604 4027.44

4 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. 2 Each 1564.53535 3129.07

5 18.51 Providing and fixing C.P. brass long body bib cock of approved

quality conforming to IS standards and weighing not less than 690

6 18.53 Providing and fixing C.P. brass angle valve of approved quality

conforming to IS:8931.

7 18.21.2 Providing and fixing unplasticised PVC connection pipe with brass

unions, 45 cm length.

7.1 18.21.2.1 15 mm dia nominal bore 11 Each 95.11075 1046.22

8 8.1 Providing and fixing stone slab with table rubbed, edges rounded

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

partitions by cutting a chase of appropriate width with chase cutter

and embedding the stone in the chase with epoxy grout or with

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

aggregate 6 mm nominal size) as per direction of Engineer-in-charge

and finished smooth.

8.1 8.10.2 Granite Stone of approved shade 2 Each 3942.45 7884.90

TOTAL CARRIED TO SUMMARY 32839.92

SUB HEAD - II - (SOIL, WASTE, RAIN WATER AND VENT PIPES)

1 17.35.1 Providing and Fixing soil, waste and vent pipes:

Cast Iron Hubless Pipes & Fittings as per IS:15905

2 17.37 Providing and fixing M.S. holder-bat clamps of approved design to

Sand Cast iron/cast iron (spun) pipe embedded in and including

cement concrete blocks 10X10X10cm of 1:2:4 mix (1 cement : 2

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

including cutting holes and making good the walls etc.

Digitally signed by SAKET

CONSTRUCTION OF 11KVA ESS BLOCK B

BILL OF QUANTITIES - PLUMBING WORK

DSR Rate Amount

S. No. Description of items Qty Unit

3 17.38 Providing and fixing bend of required degree with access door,

insertion rubber washer 3mm thick, bolts and nuts complete

3.1 17.38.1.3 100mm Dia pipe Hubless centrifugally cast (spun) iron pipes epoxy

coated inside & outside IS:15905 8 Each 551.89 4599.05

4 17.39 Providing and fixing plain bend of required degree.

4.1 17.39.1.3 100mm Hubless centrifugally cast (spun) iron pipes epoxy coated

inside & outside IS:15905 8 Each 358.064 2983.87

4.2 17.39.2.3 75mm Dia pipe Hubless centrifugally cast (spun) iron pipes epoxy

coated inside & outside IS:15905 35 Each 245.68 8598.89

5 17.56 Providing and Fixing Terminal guard

5.1 17.56.1.3 100 mm Hubless centrifugally cast (spun) iron pipes epoxy coated

inside & outside IS:15905 10 Each 416.25 4162.49

6 17.60 Providing and Fixing trap of self-cleansing design with grating with or

without vent arm complete, including cutting and making good the

walls and floors.

6.1 17.60.1.3 100 mm inlet and 100 mm outlet Hubless centrifugally cast (spun)

iron pipes epoxy coated inside & outside IS:15905 4 Each 831.47715 3325.91

7 17.65 Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent

pipes and fittings with two coats of synthetic enamel paint of any

colour such as chocolate grey, or buff etc. over a coat of primer (of

approved quality) for new work :

8 18.10 Providing and fixing G.I. pipes complete with G.I. fittings and clamps,

i/c cutting and making good the walls etc.

9 18.40 Painting of G.I. Pipes and fittings with two coats of anti-corrosive

bitumastic paint of approved quality.

10 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.

11 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 10 mm gap for thermal expansion.

11.1 12.42.2 Single Push fit coupler

11.2 12.42.3 Single Tee with door

11.4 12.42.6 Shoe (Plain)

12 12.43 Providing and Fixing on wall face un-plasticised - PVC pipe clips of

approved design to un-plasticised - PVC rain water pipes by means

of 50 x 50 x 50 mm 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 walls

Digitally signed by SAKET

CONSTRUCTION OF 11KVA ESS BLOCK B

BILL OF QUANTITIES - PLUMBING WORK

DSR Rate Amount

S. No. Description of items Qty Unit

13 12.44 Providing and Fixing to the inlet mouth of rain water pipe cast iron

grating 15 cm diameter and weighing not less than 440 grams.

14 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 P.V.C. sheet 1 m x1 m x 400

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

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

and finishing the outlet complete.

15 4.1 Providing and laying in position cement concrete of specified grade

exluding the cost of centering and shuttering - All work up to plinth

15.1 4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural

sources : 4 graded stone aggregate 20 mm nominal size derived

from natural sources) 2 Cum 7665.78 15331.56

TOTAL CARRIED TO SUMMARY 112134.57

SUB HEAD - III - (WATER SUPPLY)

1 18.7 Providing and fixing,G.I pipes complete with G.I fittings and Clamps,

including cutting and making goods the walls etc.

Internal work - Exposed on wall

1.6 18.10.6 50 mm dia nominal bore 10 Metre 1020.04 10200.45

2 Painting of exposed pipes with two or more coats of synthetic

enamel paint of approved quality over a coat of red oxide zinc

cromate primer including painting of legends in English with direction

2.1 18.38.1 15 mm dia nominal bore 10 Metre 18.88 188.76

2.2 18.38.2 20 mm dia nominal bore 10 Metre 22.62 226.22

2.3 18.38.3 25 mm dia nominal bore 10 Metre 29.43 294.33

2.4 18.38.4 32 mm dia nominal bore 10 Metre 35.37 353.69

2.5 18.38.5 40 mm dia nominal bore 5 Metre 41.50 207.49

2.6 18.38.6 50 mm dia nominal bore 5 Metre 49.62 248.12

3 Providing and fixing, testing and commissioning of chlorinated

polyvinly chloride (CPVC) pipes, having thermal stability for hot &

cold water pipes conforming to IS capable to withstand 27.6 kg/cm²

at room tempreature water and 7.03 kg/cm² at 82°C and all fittings of

CPVC SDR 11 like elbow, tee, reducers, couplers, brass threated

male & female (adapoters, elbow, tees) and pipe clamps at 1.00 m

spacing. The pipe fitting joining to be done with solvent cement as

per manufacturers specifications & recommendations. This includes

testing of joints complete as per direction of Engineer-Incharge.

Concealed work, including cutting chases and making good the walls

3.1 18.7.1 15 mm dia nominal bore 25 Metre 279.06 6976.41

3.2 18.7.2 20 mm dia nominal bore 15 Metre 325.96 4889.33

3.3 18.7.3 25 mm dia nominal bore 15 Metre 390.71 5860.62

3.4 18.7.4 32 mm dia nominal bore 15 Metre 504.74 7571.16

TOTAL CARRIED TO SUMMARY 64594.31

Digitally signed by SAKET

CONSTRUCTION OF 11KVA ESS BLOCK B

BILL OF QUANTITIES - PLUMBING WORK

DSR Rate Amount

S. No. Description of items Qty Unit

B. Non - DSR - Items

SUB HEAD - IV - MISCELLANEOUS ITEMS

1 MR Providing & fixing white vitreous china extended Wall mounted type

water closet with Flushing PVC Concelaed Cistern and internal

fittings and internal fittings with C.P. bolts, nuts, C.I. chair or other

hanging arrangement, with white solid plastic seat and cover with

lid, C.P. brass hinge rubber buffers, with accessories, C.I/M.S.

brackets painted with two or three coats of enamel paint of

approved shade over a coat of primer. C.P. brass screws and

wooden cleats, including cutting and making good the wall and

floors wherever required.

2 M.R. Providing, fixing, testing and commissioning of white glazed vitreous

china semi-stall lipped Urinal CI hangers CP spreader, 32/40 mm CP

brass domical waste and pipe to wall with CP flange, automatic

flushing system with concealed type electic operated, waterproof

compact model solenoid valve with built in strainer, flow control

mechnaism, stainless steel outer case, pre flush and main flush

function and low battery indication, for individual urinals to ensure

flushing only when in use, comprising of all plumbing & any other

item required to provide satisfactory functioning as approved by the

Architects complete including cutting and making good the walls

and floors where required. (The gap between fixture and wall to be

filled up with approved type poly sulphide sealant) Set of One urinal

with flushing system.

2.1 M.R. Urinal of size 580x380x350 mm or as/final architectural drawings.

3 M.R. Providing, fixing, testing and commissioning of CP brass bottle trap

with wall connection pipe for urinals.

4 MR Providing and fixing heel rest sanitary bend

4.1 100 mm dia Hubless centrifugally cast (spun) iron pipes epoxy

coated inside & outside IS:15905 2 Each 567.00 1134.00

5 MR Providing and fixing single equal plain junction of required degree

with access door, insertion rubber washer 3mm thick, bolts and nuts

5.1 100x100x100mm Hubless centrifugally cast (spun) iron pipes epoxy

coated inside & outside IS:15905 5 Each 801.00 4005.00

5.2 75x75x75mm Hubless centrifugally cast (spun) iron pipes epoxy

coated inside & outside IS:15905 5 Each 580.00 2900.00

6 MR Providing and fixing single equal plain junction of required degree ,

insertion rubber washer 3mm thick, bolts and nuts complete.

6.1 75x75x75mm Hubless centrifugally cast (spun) iron pipes epoxy

coated inside & outside IS:15905 10 Each 711.00 7110.00

7 MR 75 mm Hubless centrifugally cast (spun) iron pipes epoxy coated

inside & outside IS:15905 5 Each 484.00 2420.00

8 MR Making khurras 30x30 cm with average minimum thickness of 5 cm

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

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

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

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

and finishing the outlet complete.

Digitally signed by SAKET

CONSTRUCTION OF 11KVA ESS BLOCK B

BILL OF QUANTITIES - PLUMBING WORK

DSR Rate Amount

S. No. Description of items Qty Unit

9 MR Providing joints with SS clamps to sand cast iron/centrifugally cast

spun iron pipes & fittings of Diameter.

9.1 75 mm diameter pipe 10 Each 345.00 3450.00

9.2 100 mm diameter pipe 10 Each 460.00 4600.00

10 MR Providing and Fixing G.I. Reducing elbow of 100 x 50 mm in cement

concrete 1:2:4 at all levels for floor drains (excluding grating) for

connection to floor traps in sunken portions, complete as per

drawings and as per approval of the Engineer-In-Charge.

11 MR Providing and fixing G.I. Inlet fitting with maximum 3 inlets 32,40 &

50 mm size fabricated from 100 mm dia G.I. pipes and welded G.I.

sockets as per site locations, fixed to C.I. Trap and set with proper

sealing compound as per drawing complete as per approval of the

Engineer-In-Charge. 5 Each 1525.00 7625.00

12 MR Providing and Fixing SS grating with frame and SS Screws casted

heavy duty 125 mm dia including cutting and making good the walls

and floors wherever required complete in all respects.

13 MR Providing and fixing Heavy Class SS grating with Cockroach proof

SS strainer of approved design including setting in floor with cement

motor to match with floor finish as per architect requirement suitable

for waster and FT.

14 MR P/Fixing straight /offset type Macfit single body push fit type WC pan

connector with factory supplied spring loaded seal guard with integral

single mould sealing fins made of flexible EVA body, including

bush/adaptor for use with C.I. Pipe as supplied with the pan

connector complete as required 2 Nos. 793.00 1586.00

15 MR Providing & fixing full way lever operated forged brass ball valve of

brass body with forged brass hard chrome plated steel ball tested to

a pressure not less than 10 Kg / sqcm with threaded / flanged joints

complete with nuts, bolts, gaskets, washers complete as required.

16 MR Providing & fixing butterfly valve (with motorized actuator) of rating

PN 1.6, wafer type, in cast iron body with Ductile Iron disc, EPDM

seal, SS single piece shaft, conforming to IS-13095 of the following

sizes complete with cast iron hand level companion flanges, bolts,

nuts, washers & inserted rubber gaskets, as required and as per

enclosed specification, with single phase Electrical Actuator, of

15Nm- 400Nm Torque, made of aluminium alloy (resistant to heat,

acid , alkali, corrosion), and weather proof heavy duty motor, with

stabilized start speed to effectively avoid water hammering, with

waterproofing seal (IP 67) for all housing seals, low noise level, built

–in thermal protection complete as per approved type and

specifications as per instructions of the Engineer-In-Charge (for

pipes for fitting OHT’s).

Digitally signed by SAKET

CONSTRUCTION OF 11KVA ESS BLOCK B

BILL OF QUANTITIES - PLUMBING WORK

DSR Rate Amount

S. No. Description of items Qty Unit

17 18.7 Providing and fixing,G.I pipes complete with G.I fittings and Clamps,

including cutting and making goods the walls etc.

Internal work - Exposed on wall

17.1 MR 65 mm dia nominal bore 20 Metre 1103.00 22060.00

17.2 MR 80 mm dia nominal bore 10 Metre 1363.00 13630.00

18 Painting of exposed pipes with two or more coats of synthetic

enamel paint of approved quality over a coat of red oxide zinc

cromate primer including painting of legends in English with direction

18.1 MR 65 mm dia nominal bore 20 Metre 57.00 1140.00

18.2 MR 80 mm dia nominal bore 10 Metre 71.00 710.00

19 Providing and fixing Butter fly valve Rated for PN16 pressure rating

including rubber gasket, flanges, nuts, bolts, washers & painting

complete as required.

20 MR Providing, fixing, testing and commissioning of RO of capacity 30

TOTAL CARRIED TO SUMMARY 290601.00

Digitally signed by SAKET

CONSTRUCTION OF 11KVA ESS BLOCK B

SUMMARY OF EXTERNAL PLUMBING WORKS

Sl. Description of Item

1 SUB HEAD - I - (SEWERAGE AND DRAINAGE) 9,42,547.14

SUB HEAD -II - IRRIGATION WATER SUPPLY &

EXTERNAL WATER SUPPLY

TOTAL of DSR 9,94,244.29

B. Non-DSR Items

3 SUB HEAD - III - MISCELLANEOUS ITEMS 2,03,711.00

Total of DSR Items & Non-DSR Items 11,97,955.29

Digitally signed by SAKET

CONSTRUCTION OF 11KVA ESS BLOCK B

BILL OF QUANTITIES - EXTERNAL PLUMBING WORK

DSR Rate Amount

S. No. Description of items Qty Unit

SUB HEAD - I - (SEWERAGE AND DRAINAGE)

1 2.10 Excavating trenches of required width for pipes, cables, etc

including excavation for sockets, and dressing of sides,

ramming of bottoms, depth up to 1.5m including getting out the

excavated soil, and then returning the soil as required, in layers

not exceeding 20 cm in depth including consolidating each

deposited layer by ramming, watering, etc. and disposing of

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

1.1 2.10.1.2 Pipes, cables etc. exceeding 80mm dia. But not exceeding

2 2.14 Extra over for item no. 1.1 excavating trenches for pipes, cables

etc. in all kinds of soil for depth exceeding 1.5 m, but not

exceeding 3 m. (Rate is over corresponding basic item for depth

up to 1.5 metre)

2.1 2.14.1.1 Pipes, cables etc. exceeding 80mm dia. But not exceeding

3 19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C.

pipes with collars jointed with stiff mixture of cement mortar in

the proportion of 1:2 (1 cement : 2 fine sand) including testing of

joints etc. complete. (CONNECTION HAS TO BE MADE UP TO

EXISTING MUNICIPAL MANHOLE /DRAIN)

3.1 19.6.2 150 mm dia R.C.C pipe

3.2 19.6.4 300 mm dia R.C.C pipe

4 19.3 Providing and laying cement concrete 1:5:10 (1 cement : 5

coarse sand : 10 graded stone aggregate 40 mm nominal size)

up to haunches of RCC pipes including bed concrete as per

standard design :

5 19.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 fine

sand : 10 graded stone aggregate 40 mm nominal size)

alround S.W./RCC pipes including bed concrete as per standard

6 2.6 Earth work in excavation by mechanical means (Hydraulic

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

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

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

disposed earth to be leveled and neatly dressed. (For

6.1 2.6.1 All kinds of soil 20 Cum 172.71 3454.15

Digitally signed by SAKET

CONSTRUCTION OF 11KVA ESS BLOCK B

BILL OF QUANTITIES - EXTERNAL PLUMBING WORK

DSR Rate Amount

S. No. Description of items Qty Unit

7 19.7 Constructing brick masonry manhole cement mortar 1:4 (1

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

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

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

coarse sand : 8 graded stone aggregate 40 mm nominal size)

inside plastering 12mm thick with cement mortar 1:3 (1 cement

: 3 coarse sand) finished with floating coat of neat cement and

making necessary channels in cement concrete 1:2:4 (1 cement

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

finished with a floating coat of neat cement complete as per

standard design.

7.1 19.7.1 Inside size 90 x 80 cm and 45 cm deep including C.I. cover with

frame (light duty) 455 x 610 mm internal dimensions total weight

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

kg and weight of frame 15 kg)

7.1.1 19.7.1.1 With F.P.S. bricks with class designation 75 8 Each 12425.75 99405.96

8 19.8 Extra depth for manholes

8.1 19.8.1.1 Size 90 x 80 cm (With With F.P.S. bricks with class designation

9 19.27 Constructing brick masonry road gully chamber 50x45x60 cm

with bricks of class designation 75 in cement mortar 1:4 (1

cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C.

horizontal grating with frame complete as per standard design:

9.1 19.27.1 With common burnt clay F.P.S. (non modular) bricks of

class designation 7.5 5 Each 5797.0367 28985.18

10 19.31 Extra depth beyond 45 cm of brick masonry chamber

10.1.1 19.31.1.1 With common burnt clay F.P.S. (non modular)

bricks of class designation 7.5 5 Metre 5951.841 29759.21

11 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 300 x300 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:

11.1 19.4.1 100x100 mm size P type

11.1.1 19.4.1.1 With common burnt clay F.P.S. (non modular) bricks of class

designation 7.5 2 Each 2634.5435 5269.09

12 19.16 Providing orange colour safety foot rest of minimum 6 mm thick

plastic encapsulated as per IS: 10910 on 12 mm dia steel bar

conforming to IS : 1786 having minimum cross section as 23

mm x 25 mm and over all minimum length 263 mm and width

as 165 mm with minimum 112 mm space between protruded

legs having 2 mm tread on top surface by ribbing or chequering

besides necessary and adequate anchoring projections on tail

length on 138 mm as per standard drawing and suitable to with

stand the bend test and chemical resistance test as per

specification and having manufacture's permanent identification

mark to be visible even after fixing, including fixing in manholes

with 30 x 20 x 15 cm cement concrete block 1:3:6 (1 cement : 3

coarse sand : 6 graded stone aggregate 20 mm nominal size)

complete as per design. 75 Each 538.75 40406.26

Digitally signed by SAKET

CONSTRUCTION OF 11KVA ESS BLOCK B

BILL OF QUANTITIES - EXTERNAL PLUMBING WORK

DSR Rate Amount

S. No. Description of items Qty Unit

13 19.18 Supplying and fixing C.I. cover without frame for manholes :

13.1 19.18.3 560 mm diameter C.I. cover (heavy duty) the weight of the

cover to be not less than 108 kg 1 Each 7370.86 7370.86

14 18.48 Providing and placing on terrace (at all floor levels) polyethylene

water storage tank, IS : 12701 marked, with cover and suitable

locking arrangement and making necessary holes for inlet,

outlet and overflow pipes but without fittings and the base

support for tank. 2000 Each 10.703 21406.00

TOTAL CARRIED TO SUMMARY 942547.14

SUB HEAD -II - IRRIGATION WATER SUPPLY & EXTERNAL

1 18.33 Constructing masonry Chamber 60 x 60 x 75 cm, inside with 75

class designation brick work in cement mortar 1:4 (1 cement : 4

fine sand) for sluice valve, with C.I. surface box 100mm top

diameter, 160 mm bottom diameter and180 mm deep (inside)

with chain 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 40 mm 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.

1.1 18.33.1 With common burnt clay F.P.S.(non modular) bricks of

class designation 7.5 1 Each 10569.12 10569.12

2 18.32 Constructing masonry Chamber 30 x 30 x 55 cm, inside with 75

class designation brick work in cement mortar 1:4 (1 cement : 4

fine sand) for sluice valve, with C.I. surface box 100mm top

diameter, 160 mm bottom diameter and180 mm deep (inside)

with chain 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 40 mm 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.

2.1 18.32.1 With common burnt clay F.P.S.(non modular) bricks of

class designation 7.5 4 Each 1938.80 7755.20

3 4.1 Providing and laying in position cement concrete of specified

grade excluding the cost of centering and shuttering - All work

up plinth level (for thrust block)

3.1 4.1.3 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20

mm nominal size) 2 Cum 7665.78 15331.56

4 18.12 Providing and fixing G.I. pipes complete with G.I. fittings

including trenching and refilling etc. Internal work-Concealed

External Piping

Digitally signed by SAKET

CONSTRUCTION OF 11KVA ESS BLOCK B

BILL OF QUANTITIES - EXTERNAL PLUMBING WORK

DSR Rate Amount

S. No. Description of items Qty Unit

5 18.41 Providing and filling sand of grading zone V or coarser grade, all

round the G.I. pipes in external work:

5.1 18.41.4 32 mm dia. nominal bore 25 Meter 160.45 4011.19

6 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:

6.1 18.13.1 25 to 40 mm nominal bore 1 Each 887.28 887.28

TOTAL CARRIED TO SUMMARY 51697.14

B. Non-DSR Items

SUB HEAD - III - MISCELLANEOUS ITEMS

1 MR Providing and laying Double Wall Corruated (DWC) HDPE

pipes conforms to IS 16098(Part 2) :3013 structured -wall

plastics piping systems for NON-Pressure drainage and

sewerage complete in all respect. (CONNECTION HAS TO BE

MADE UP TO EXISTING MUNICIPAL MANHOLE /DRAIN)

1.1 150 mm dia DWC pipe 25 Metre 945.00 23625.00

2 MR Making connection to Municipal sewer / storm water drain

including necessary excavation and breaking the wall of

municipal manhole and making good the same with Cement

mortar 1:3, finished with a floating coat of neat cement and

making drains etc. complete. Removing the excavated

surplus material. This also includes the contractor for

liasoning work such as filling necessary applications,

submission of forms for approval to the municipal authorities,

depositing and making channels for the necessary fees and

other amounts as required for getting the premises /

installations inspected and approved and all other

formalities required till the sewer / storm water connection is

obtained. All the expenses incurred in this regard shall be

borne by the Contractor, except for the payments to be made

for any security deposits which will be reimbursed on

production of original voucher. 2 Job 15062.00 30124.00

3 MR Supply, assembly, erection, testing and commissioning of

pumping system comprising the following:

Pump shall be factory fabricated and assembled in all respact.

Supply, assembly, erection, testing and commissioning of

S.S/C.I open well submersible clear water pumps having the

following capacities complete with 3 phase squirrel cage

submersible motor of required HP for 415 ± 10% volts, 3 phase,

50 Hz. A.C. supply cooled by surrounding liquid, submersible

cable upto main panel, dry running preventor, G.I. guide pulling

chain, as required complete in all respects.

Pump Capacity 45 lpm, at 30 m head (1 Working + 1 Stand-by)

TOTAL CARRIED TO SUMMARY 203711.00

Digitally signed by SAKET

CONSTRUCTION OF 11KVA ESS BLOCK B

SUMMARY OF COST FOR FIRE FIGHTING WORK

S. No. DESCRIPTION

1 SUB HEAD - I - (PIPING, VALVES AND ACCESSORIES) 36,866.97

TOTAL OF DSR ITEMS 36,866.97

B. Non-DSR Items

2 SUB HEAD - II - MISCELLANEOUS ITEMS 1,79,505.00

3 SUB HEAD - III - (FIRE EXTINGUISHERS) 13,723.00

TOTAL OF NON DSR ITEMS 1,93,228.00

Total OF DSR ITEMS & NON-DSR ITEMS 2,30,094.97

Digitally signed by SAKET

CONSTRUCTION OF 11KVA ESS BLOCK B

DETAILED ESTIMATE FOR FIRE FIGHTING WORK

Item DSR MR Rate

Description of Item Qty. Unit Rate Amount Amount

SUB HEAD - I - (PIPING, VALVES AND ACCESSORIES)

SLTC of M.S. pipe on surface

1 18.11 Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6

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

washers, gaskets conforming to IS 13095 of following sizes as required :

2 18.14 Providing, installation, testing and commissioning of non-return valve of

following sizes confirming to IS: 5312 complete with rubber gasket, GI

bolts, nuts, washers etc.as required :

3 18.15 Providing, installation, testing and commissioning of stainless steel Y-

strainer fabricated out of 1.6 mm thick stainless steel, Grade 304, sheet

with 3 mm dia holes with stainless steel flange.

Total Sub-Head Amount 36866.97

B. Non-Schedule Items

SUB HEAD - II - MISCELLANEOUS ITEMS

1 MR-1 Providing & fixing of heavy class M.S . pipes conforming to IS: 1239

complete with fittings including trenching and refilling etc. (external work)

including all fittings and accessories like tees, elbows, flanged joints,

rubber insertion, nuts, bolts or cutting and welding joints. Cost shall be

inclusive of excavation, dewatering, backfilling, ramming surrounding the

pipe alround with minimum 150 mm thick compacted silver sand and

providing thrust block at distance specified as per specifications. (Pipe shall

be provided with anti corrosive protective treatment confirming to IS: 10221

standard complete as per specification). All work complete as per

specification and as directed by Engineer-In-Charge. (All the fitting i.e. tee

/elbow etc. for Valve connections etc. will be flanged joints).

Note:-The Pipes of sizes 150 mm & below shall be M.S. ‘C’ class as per IS

: 1239 and pipes size above 150 mm shall be welded black steel pipe

heavy class as per IS: 3589, from minimum 6.35 mm thick M.S. Sheet for

pipes upto 350 mm dia. and from minimum 7mm thick MS sheet for pipes

of 400 mm dia and above.

2 MR-2 Supply, Installation, Testing and Commissioning of 150 mm dia Bourden

type, Stainless Steel dial type Pressure Gauge including brass isolation

valve and siphon pipe having calibration of 0 - 16 Kg / cm 2

3 MR-3 Supplying and Fixing of Fire Man's axe with heavy insulated rubber as per

standard conforming to IS 926 1 Each 458.00 458.00

4 MR-4 Providing & fixing controlled percolation fire hose pipe (as per IS:8423) of

63 mm dia and 15 meter length rated for burst pressure of 3.5 Kg/sqcm.

The hose shall be tested for flame resistance test in accordance to IS:8423.

Hose shall be complete with ISI marked SS male & female coupling

(IS:903) bound & riveted to hose pipe with copper rivets & 1.5 mm copper

wire as required as per specifications. (Location : External fire hydrant)

Digitally signed by SAKET

Item DSR MR Rate

Description of Item Qty. Unit Rate Amount Amount

5 MR-5 Providing and fixing weather proof lockable cabinet of size not less than 0.9

x 0.6 x 0.5 mtr made out of MS sheet 2mm thick having central opening

and 6 mm thick glazed glass doors (Two nos.) suitably marked on the

outside with the letters "FIRE HOSE" including necessary locking

arrangement and shall be painted with one coat of primer and two coats of

synthetic enamel paint of approved shade as required as per specifications.

6 MR-6 Supply, Installation, Testing and Commissioning External Yard Hydrant

Stand Post comprising of MS pipe 80 mm dia (heavy duty C class) from

existing ring main to about 1 meter above ground level and Single Headed

Yard Hydrant Valve with 80 mm dia flanged inlet, instantaneous SS

coupling of 63 mm dia with cast iron wheel ISI marked, conforming to IS :

5290 (Type A), with ABS cap and chain etc. complete with all accessories

as required. 1 Each 8410.00 8410.00

Total Sub-Head Amount 179505.00

SUB HEAD - III - (FIRE EXTINGUISHERS)

1 MR-7 Supply, installation, testing and commissioning of ISI marked (IS:15638)

portable chemical fire extinguisher, water (gas pressure) type capacity 9

litres with gun metal cap and nozzle and complete in all respects including

initial fill and wall suspension brackets as required as per specifications.

2 MR-8 Providing and fixing fire extinguisher of carbon dioxide type consisting of

brand new high pressure steel cylinder bearing IS: 7285 mark and having

the approval of controller of explosives Nagpur, wheel type valve bearing

IS:3224 mark internal discharge tube, 1 meter long high pressure discharge

hose, non conducting horn, suspension bracket, fully charged bearing IS:

making fixed to wall as directed.

i 4.5kg capacity cylinder 1 Each 5429.00 5429.00

3 MR-9 Providing and fixing Bucket 2 nos with each block. 1 Each 1819.00 1819.00

MR-10 Providing and fixing single gunmetal two way as per IS: 904-1983, hose

coupling (draw out connection) with female outlet as per 903 complete with

150 mm dia. G.I. Suction pipe (with puddle flange) with a foot valve with

strainer complete as per drawings. 1 Each 4578.00 4578.00

Total Sub-Head Amount 13723.00

Digitally signed by SAKET