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

1 Civil & Finishing Works 1,08,88,595.36 2,12,587.06

2 Electrical Works 6,07,089.73 1,06,109.00

3 Internal Plumbing Works 2,09,568.79 2,91,989.00

4 External Plumbing Works 9,94,244.29 2,04,852.00

5 Fire Fighting Works 36,866.97 1,94,494.00

Miscellaneous works:

6 Shifting of 300mm Dia sewer line 22,56,115.77 6,49,626.00

with open trench method

TOTAL 1,49,92,480.90 16,59,657.06

Total of DSR Items & Non-DSR Items 1,66,52,137.96

Digitally signed by SAKET

SAURABH

Date: 2024.10.19 16:41:39 IST

PROJECT: REDEVELOPMENT OF SAROJNI NAGAR -CONSTRUCTION OF 11 KVA

ELECTRIC SUB-STATION

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

S. NO. DESCRIPTION AMOUNT

A DSR ITEM-2023

1 SUB HEAD I - EARTH WORKS 2,02,099

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

3 SUB HEAD III- R.C.C WORKS 58,25,370

4 SUB HEAD IV - BRICK WORK 11,05,104

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

6 SUB HEAD VI - WOOD WORK & PVC WORK 98,830

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

8 SUB HEAD VIII - FLOORING 7,72,607

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

10 SUB HEAD X - FINISHING 10,53,454

11 SUB HEAD XI - WATER PROOFING 4,69,273

Total of DSR Items 1,08,88,595.36

B NON-DSR ITEM 2,12,587

G.TOTAL (A+B) 1,11,01,182

Digitally signed by SAKET

SAURABH

Date: 2024.10.19 16:41:39 IST

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

2023 11KVA (Rs.)

A. DSR Items

SUB HEAD I - EARTH WORKS

Earth work in excavation by mechanical means (Hydraulic excavator) /manual means over areas (exceeding

1 2.6.1 30cm in depth. 1.5 m in width 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 391.73 172.71 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 97.93 123.38 12,082.57

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not

3 2.25 exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift cum 308.25 190.71 58,785.30

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

From 10 K> to 20 KM. cum 83.48 761.55 63,576.09

SUB TOTAL 2,02,098.75

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 sources)

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

stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well

rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing &

finishing the top smooth.

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 140.50 381.56 53,609.84

ii 5.9.2 Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.- OH Tanks sqm 258.77 819.75 2,12,125.71

iii 5.9.3 Suspended floors, roofs, landings, balconies and access platform sqm 250.78 902.21 2,26,258.73

iv 5.9.4 Shelves (Cast in situ) sqm 1.84 902.21 1,660.98

V 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers sqm 393.93 716.52 2,82,261.06

vi 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts sqm 253.32 935.34 2,36,941.57

Digitally signed by SAKET

SAURABH

Date: 2024.10.19 16:41:39 IST

DSR QTY-ESS-1 AMOUNT

SRL. DESCRIPTION OF ITEM UNIT RATE

2023 11KVA (Rs.)

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 12483.1 104.94 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 13357.26 104.94 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

4 5.33 / 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.

5.33.1 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 9248.12 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 9594.17 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

iii 5.3 cum 0.97 10559.92 10,278.97

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 58,25,369.62

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 9092.05 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 37.39 906.59 33,901.81

SUB TOTAL 11,05,103.66

Digitally signed by SAKET

SAURABH

Date: 2024.10.19 16:41:39 IST

DSR QTY-ESS-1 AMOUNT

SRL. DESCRIPTION OF ITEM UNIT RATE

2023 11KVA (Rs.)

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,

1 8.2.2.2 color and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with

white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing

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 4997.62 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 2.63 497.15 1,307.52

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

3 8.5 counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. each 2.00 952.28 1,904.55

including moulding, rubbing and polishing of cut edges etc. complete.

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

1 9.1.1 fixed in position with hold 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 81126.84 13,446.77

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

2 9.21 block board construction 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.

3 ii 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. Sqm 6.93 2113.45 14,646.23

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

9.40.2.1 50x12 mm Rmt 25.50 180.93 4,613.70

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.

10 x 120 mm each 30.00 181.95 5,458.53

Digitally signed by SAKET

SAURABH

Date: 2024.10.19 16:41:39 IST

DSR QTY-ESS-1 AMOUNT

SRL. DESCRIPTION OF ITEM UNIT RATE

2023 11KVA (Rs.)

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,

7 9.147A 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 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

The Door frame shall be single rebate grooved profile of size minimum 100mm x 57mm made out of 1.20mm

(18gauge) minimum thick galvanized steel sheet. Frames shall be butt joint and field assembeled with bolting

system. Frames to have inbuild grooved to accomodate Intumuscent fire seal strip . The frame should also be

provided with EPDM seal to limit the spread of smoke vide clause no. 7.2.6 of IS code. All provisions should be

8 9.162 mortised & provided with necessary inbuilt reinforcement to receieve appropriate hardware. Frames should be rmt 16.42 2143.42 35,194.98

provided with back plate bracket for anchor fastner for installation of frame in finished plastered masonary wall

opening.

SUB TOTAL 98,829.86

Digitally signed by SAKET

SAURABH

Date: 2024.10.19 16:41:39 IST

DSR QTY-ESS-1 AMOUNT

SRL. DESCRIPTION OF ITEM UNIT RATE

2023 11KVA (Rs.)

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 2110.38 167.94 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 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 3554.56 67,181.25

4 10.7 Providing and fixing ball bearing for rolling shutters. Each 15.00 479.06 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 , concrete/ masonry, etc. as per direction of Engineer-in-charge.

10.27.3 10 x 120 mm Each 32.00 166.33 5,322.70

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

6 10.5 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 5647.63 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 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 6.20 595.23 3,690.44

8 10.19 Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. kg 50.00 94.58 4,728.78

9 10.20 Providing and fixing bolts including nuts and washers complete. kg 25.00 155.05 3,876.19

SUB TOTAL 9,13,236.14

Digitally signed by SAKET

SAURABH

Date: 2024.10.19 16:41:39 IST

DSR QTY-ESS-1 AMOUNT

SRL. DESCRIPTION OF ITEM UNIT RATE

2023 11KVA (Rs.)

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,

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 sources)

2 11.24 Extra for pre finished nosing to treads of steps of marble stone / Kota Stone meter 34.50 700.46 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) :

25 mm thick sqm 118.42 1895.65 2,24,490.98

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

4 11.27 mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to sqm 13.76 2291.12 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

5 8.31 approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar sqm 125.80 1233.72 1,55,201.39

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.

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 &

6 11.49.2 manufacturer, in all colours and shade, laid with cement 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).

Size of Tile 600x600 mm sqm 58.12 1678.77 97,569.10

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

7 11.47.2 shade, in skirting, riser of steps, laid with cement 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).

Size of Tile 600x600 mm sqm 4.72 1842.08 8,696.48

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,

8 11.40 except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand), sqm 36.31 1400.54 50,853.47

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

pigments etc., complete.

Digitally signed by SAKET

SAURABH

Date: 2024.10.19 16:41:39 IST

DSR QTY-ESS-1 AMOUNT

SRL. DESCRIPTION OF ITEM UNIT RATE

2023 11KVA (Rs.)

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

9 16.75 finally finished by floating, brooming with wire brush etc. 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 separately).

SUB TOTAL 7,72,607.17

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

SAURABH

Date: 2024.10.19 16:41:39 IST

DSR QTY-ESS-1 AMOUNT

SRL. DESCRIPTION OF ITEM UNIT RATE

2023 11KVA (Rs.)

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

2 12.58 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 :

13.4.1 1:4 (1 cement: 4 coarse sand) sqm 612.75 347.70 2,13,052.73

2 13.16 6 mm cement plaster of mix :

Digitally signed by SAKET

SAURABH

Date: 2024.10.19 16:41:39 IST

DSR QTY-ESS-1 AMOUNT

SRL. DESCRIPTION OF ITEM UNIT RATE

2023 11KVA (Rs.)

13.16.1 1:3 (1 cement : 3 fine sand) sqm 307.45 292.34 89,880.44

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

4 13.45 liter/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm sqm 616.35 217.56 1,34,094.51

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

manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

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

6 13.26 even and smooth complete. Sqm 920.20 255.61 2,35,209.65

Distempering with 1st quality acrylic Washable distemper (ready mixed) having VOC content less than 50

7 13.41.1 gms/liter, of approved 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 gm/litre. 886.20 180.64 1,60,080.91

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 75.78 220.14 16,682.27

9 13.18 Neat cement punning. sqm 34.00 77.79 2,644.91

SUB TOTAL 10,53,453.86

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/

1 sqm. This layer will be allowed to air cure for 4 hours. sqm 38.36 600.39 23,029.75

(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 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 treatment.

Digitally signed by SAKET

SAURABH

Date: 2024.10.19 16:41:39 IST

DSR QTY-ESS-1 AMOUNT

SRL. DESCRIPTION OF ITEM UNIT RATE

2023 11KVA (Rs.)

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 and slabs.

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

3 down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :

12.21.1 In 75x75 mm deep chase metre 64.11 296.91 19,034.96

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

4 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making Each 10.00 290.49 2,904.89

and finishing the outlet complete.

SUB TOTAL 4,69,272.75

Digitally signed by SAKET

SAURABH

Date: 2024.10.19 16:41:39 IST

DSR QTY-ESS-1 AMOUNT

SRL. DESCRIPTION OF ITEM UNIT RATE

2023 11KVA (Rs.)

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 plinth filling, junction of wall and floor, along the external

1 MR-1 perimeter of building, expansion joints surroundings of pipes and conduits etc. complete (plinth area of the sqm 262.17 166.00 43,520.29

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

2 MR-2 with ISO/IEC 17025 for testing.

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

A integrated astragals has to be provided on the meeting stile for both active and inactive leaf. Vision 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 9510.00 34,350.12

ii FCD-750 mm/900mm/1200 mm x 2100 mm -Single Leaf sqm 4.41 9510.00 41,939.10

B. Fire Door Hardware

i SS BB Hinges of Size 100 x 75 x 3 mm Each 16.0 282.00 4,512.00

ii Door Closer with Std Arm Each 4.0 2118.00 8,472.00

iii Dead Lock with 70 mm Cylinder Each 3.0 1906.00 5,718.00

iv D Type Pull Handle of Size 300 mm Pair 4.0 1377.00 5,508.00

v Concealed Flush Bolt of Size 300 mm Each 1.0 812.00 812.00

vi 6 mm Thick Hero - Fire View / Asahi Make FR Clear Glass of Size 200 x 300 mm for Vision Panel Each 4.0 2542.00 10,168.00

vii Fire / Smoke Seal of Size 10 x 4 mm for Frame Rmt 16.4 155.00 2,545.10

viii Anchor Fastners of Size M10 X 100 mm Each 27.0 71.00 1,917.00

ix 3 Point panic bar for double leaf door Each 1.0 12496.00 12,496.00

x Tower Bolt Each 1.0 565.00 565.00

Digitally signed by SAKET

SAURABH

Date: 2024.10.19 16:41:39 IST

DSR QTY-ESS-1 AMOUNT

SRL. DESCRIPTION OF ITEM UNIT RATE

2023 11KVA (Rs.)

Providing & fixing mortise lock with both side key with handle SS of matt/polished finish of approved makes for

3 MR-3 nos 5.00 3965.00 19,825.00

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. complete :

300 x10 mm each 5.00 518.00 2,590.00

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

5 MR-5 nos 5.00 317.00 1,585.00

complete.-Flush Doors

6 MR-6 Providing and fixing Rubber buffer with necessary screws, etc. complete. nos 5.00 337.00 1,685.00

7 MR-7 Providing and fixing 5mm thick Frost Glass in UPVC Ventilators sqm 1.80 1149.00 2,068.20

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

8 MR-8 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 3500.00 12,311.25

G. TOTAL 1,11,01,182.41

Digitally signed by SAKET

SAURABH

Date: 2024.10.19 16:41:39 IST

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

(SH: SITC OF ELECTRICAL WORK)

ABSTRACT OF COST OF ELECTRICAL WORK

DSR Amount

S. No. Description of Item

A. DSR-Items

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 607089.73

B. Non-DSR Items

6 SUB HEAD - VI - MISCELLANEOUS ITEMS 106109.00

TOTAL 106109.00

Total of DSR Items & Non-DSR Items 713198.73

Digitally signed by SAKET

SAURABH

Date: 2024.10.19 16:41:39 IST

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

(SH: SITC OF ELECTRICAL WORK)

SCHEDULE OF QUANTITIES

S. No. DSR 2022 Description of Items Unit Qty DSR Rate MR Rate DSR Amount MR Amount

ESS-1 Nos. (Rs.) (Rs.) (Rs.) (Rs.)

A. DSR Items

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 Point 10 1064.462 10644.62

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.

3.1 1.7.1 2 x 1.5 sq. mm + 1 x 1.5 sq. mm earth wire Metre 10 318.171 3181.71

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

Metre 250 359.037 89759.25

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 required.

5.1 1.20.1 20 mm Metre 25 216.979 5424.48

5.2 1.20.2 25 mm Metre 25 249.088 6227.20

5.3 1.20.3 32 mm Metre 15 317.198 4757.97

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

8 1.27 base & cover plate for modular switches in recess etc as required.

8.1 1.27.4 6 Module (200mm X 75mm) Each 1 391.146 391.15

Supplying and fixing following modular switch/ socket on the existing

9 1.24 modular plate & switch box including connections but excluding modular

plate etc. as required.

9.1 1.24.1 5/6 amp switch Each 1 100.219 100.22

9.2 1.24.4 3 pin 5/6 amp socket Each 1 118.706 118.71

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

Date: 2024.10.19 16:41:39 IST

S. No. DSR 2022 Description of Items Unit Qty DSR Rate MR Rate DSR Amount MR Amount

ESS-1 Nos. (Rs.) (Rs.) (Rs.) (Rs.)

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)

Metre 30 1328.145 39844.35

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.

2.1 1.27.1 1 or 2 Module (75mm X 75mm) Each 3 289.954 869.86

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)

5.1 1.21.1 20 mm Metre 5 124.544 622.72

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

5.3 1.21.3 32 mm Metre 5 179.032 895.16

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

Digitally signed by SAKET

SAURABH Page 3

Date: 2024.10.19 16:41:39 IST

S. No. DSR 2022 Description of Items Unit Qty DSR Rate MR Rate DSR Amount MR Amount

ESS-1 Nos. (Rs.) (Rs.) (Rs.) (Rs.)

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/ Isolator)

1.1 2.4.3 8 way (4 + 24), Double door Nos. 1 5805.891 5805.89

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.)

2.1 2.5.3 12 way (4+36), Double door Each 1 12486.509 12486.51

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)

3.1 2.3.3 12 way, Double door Each 1 2252.495 2252.50

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. as required

4.1 2.12.1 40 amps Each 1 423.255 423.26

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. as required.

5.1 2.13.2 63 amps FP Each 1 1006.082 1006.08

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.

6.1 2.14.2 40 amps Each 1 2570.666 2570.67

6.2 2.14.3 63 amps Each 3 2648.506 7945.52

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. as required.

7.1 2.10.1 Single pole Nos. 32 249.088 7970.82

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. Nos. 10 2656.29 26562.90

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

4.1 1.50.1 Upto 450 mm sweep Nos. 6 437.85 2627.10

Digitally signed by SAKET

SAURABH Page 4

Date: 2024.10.19 16:41:39 IST

S. No. DSR 2022 Description of Items Unit Qty DSR Rate MR Rate DSR Amount MR Amount

ESS-1 Nos. (Rs.) (Rs.) (Rs.) (Rs.)

TOTAL 48614.97

Digitally signed by SAKET

SAURABH Page 5

Date: 2024.10.19 16:41:39 IST

S. No. DSR 2022 Description of Items Unit Qty DSR Rate MR Rate DSR Amount MR Amount

ESS-1 Nos. (Rs.) (Rs.) (Rs.) (Rs.)

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.

TOTAL 41533.48

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 connections etc.complete as required. Each 3 840.00 2520.00

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

testing and commissioning etc. as required. Nos. 1 8706.00 8706.00

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

testing and commissioning etc. as required. Nos. 1 2919.00 2919.00

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 housing should made of high grade

polycarbonate. The total power consumption should not exceed 13W

(including driver) Nos. 8 1066.00 8528.00

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. Nos. 46 853.00 39238.00

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 should made of High pressure die cast

Aluminium with polycarbonate front diffuser. The total power

consumption should not exceed 10W (including driver). Nos. 8 678.00 5424.00

Digitally signed by SAKET

SAURABH Page 6

Date: 2024.10.19 16:41:39 IST

S. No. DSR 2022 Description of Items Unit Qty DSR Rate MR Rate DSR Amount MR Amount

ESS-1 Nos. (Rs.) (Rs.) (Rs.) (Rs.)

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 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.

9.1 i 300mm dia. Nos. 2 2838.00 5676.00

9.2 ii 450mm dia. Nos. 4 3877.00 15508.00

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

as required. Each 1 15419.00 15419.00

Total of Non-Scxhedule Items 106109.00

Digitally signed by SAKET

SAURABH Page 7

Date: 2024.10.19 16:41:39 IST

CONSTRUCTION OF 11KVA ESS BLOCK B

SUMMARY OF PLUMBING WORKS

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

A. DSR Items

1 SUB HEAD - I - (SANITARY FIXTURES ) 32839.92

2 SUB HEAD - II - (SOIL, WASTE, RAIN WATER AND VENT PIPES) 112134.57

3 SUB HEAD - III - (WATER SUPPLY) 64594.31

TOTAL 209568.79

B. Non-DSR Items

1 SUB HEAD - IV - MISCELLANEOUS ITEMS 291989.00

TOTAL 291989.00

Total of DSR Items & Non-DSR Items 501557.79

Digitally signed by SAKET

SAURABH

Date: 2024.10.19 16:41:39 IST

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

2.1 17.34.1 C.P. brass 2 Each 782.00 1564.00

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

5.1 18.51.1 15 mm nominal bore. 5 Each 777.37835 3886.89

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

conforming to IS:8931.

6.1 18.53.1 15 mm nominal bore 11 Each 558.79 6146.73

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

Digitally signed by SAKET

SAURABH

Date: 2024.10.19 16:41:39 IST

CONSTRUCTION OF 11KVA ESS BLOCK B

BILL OF QUANTITIES - PLUMBING WORK

DSR Rate Amount

S. No. Description of items Qty Unit

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

1.1 17.35.2.3 75 mm dia. Pipe 5 Metre 938.21525 4691.08

1.2 17.35.1.3 100 mm dia. Pipe 25 Metre 1137.73 28443.22

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

2.1 17.37.1 For 100 mm dia. Pipe 8 Each 353.05305 2942.11

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 :

7.1 17.65.2 75 mm dia 5 Metre 61.25035 306.25

7.2 17.65.1 100 mm dia 25 Metre 80.5644 2014.11

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.

8.1 18.10.4 32 mm dia 3 Metre 648.991 1946.97

8.2 18.10.6 50 mm dia 3 Metre 1020.04455 3060.13

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

bitumastic paint of approved quality.

9.1 18.40.4 32 mm dia 3 Metre 21.60 64.80

9.2 18.40.6 50 mm dia 3 Metre 29.68 89.03

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.

10.1 12.41.2 110 mm dia 50 Metre 367.21 18360.51

Digitally signed by SAKET

SAURABH

Date: 2024.10.19 16:41:39 IST

CONSTRUCTION OF 11KVA ESS BLOCK B

BILL OF QUANTITIES - PLUMBING WORK

DSR Rate Amount

S. No. Description of items Qty Unit

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

11.1.1 12.42.2.2 110 mm dia 5 Each 124.15 620.77

11.2 12.42.3 Single Tee with door

11.2.1 12.42.3.2 110x110x110 mm dia 5 Each 227.82795 1139.14

11.3 12.42.5 Bend 87.5 Deg

11.3.1 12.42.5.2 110 mm dia 5 Each 146.29055 731.45

11.4 12.42.6 Shoe (Plain)

11.4.1 12.42.6.2 110 mm dia 5 Each 128.29005 641.45

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 etc. complete

12.1 12.43.2 110 mm dia 17 Each 361.27 6021.25

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. 6 Each 53.22 319.34

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 level:

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

Digitally signed by SAKET

SAURABH

Date: 2024.10.19 16:41:39 IST

CONSTRUCTION OF 11KVA ESS BLOCK B

BILL OF QUANTITIES - PLUMBING WORK

DSR Rate Amount

S. No. Description of items Qty Unit

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

1.1 18.10.1 15 MM 10 Metre 356.51 3565.07

1.2 18.10.2 20 MM 10 Metre 425.49 4254.93

1.3 18.10.3 25 MM 10 Metre 536.80 5368.04

1.4 18.10.4 32 MM 10 Metre 648.99 6489.91

1.5 18.10.5 40 MM 10 Metre 789.98 7899.79

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 arrows.

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 etc.

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

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.

Digitally signed by SAKET

SAURABH

Date: 2024.10.19 16:41:39 IST

CONSTRUCTION OF 11KVA ESS BLOCK B

BILL OF QUANTITIES - PLUMBING WORK

DSR Rate Amount

S. No. Description of items Qty Unit

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. 2 Each 32377.00 64754.00

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

trap with wall connection pipe for urinals.

3.1 M.R. 40 mm dia 2 Each 3351.00 6702.00

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 570.00 1140.00

5 MR Providing and fixing single equal plain junction of required

degree with access door, insertion rubber washer 3mm thick,

bolts and nuts complete.

5.1 100x100x100mm Hubless centrifugally cast (spun) iron pipes

epoxy coated inside & outside IS:15905 5 Each 806.00 4030.00

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

coated inside & outside IS:15905 5 Each 584.00 2920.00

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 716.00 7160.00

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

coated inside & outside IS:15905 5 Each 487.00 2435.00

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.

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. 1 Each 1323.00 1323.00

Digitally signed by SAKET

SAURABH

Date: 2024.10.19 16:41:39 IST

CONSTRUCTION OF 11KVA ESS BLOCK B

BILL OF QUANTITIES - PLUMBING WORK

DSR Rate Amount

S. No. Description of items Qty Unit

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. 5 Each 1323.00 6615.00

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.

13.1 Size 100 mm X 100 mm 6 No. 1323.00 7938.00

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.

15.1 15 mm dia. 1 Each 307.00 307.00

15.2 20 mm dia. 2 Each 410.00 820.00

15.3 25 mm dia. 1 Each 619.00 619.00

15.4 32 mm dia. 2 Each 1052.00 2104.00

15.5 40 mm dia. 1 Each 1536.00 1536.00

15.6 50 mm dia. 1 Each 2183.00 2183.00

15.7 65 mm dia. 2 Each 2800.00 5600.00

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).

16.1 20 mm dia 2 Each 11560.00 23120.00

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 1110.00 22200.00

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 arrows.

18.1 MR 65 mm dia nominal bore 20 Metre 58.00 1160.00

Digitally signed by SAKET

SAURABH

Date: 2024.10.19 16:41:39 IST

CONSTRUCTION OF 11KVA ESS BLOCK B

BILL OF QUANTITIES - PLUMBING WORK

DSR Rate Amount

S. No. Description of items Qty Unit

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.

19.1 MR 50 mm dia 2 Each 1797.00 3594.00

19.2 MR 65 mm dia 2 Each 1984.00 3968.00

19.3 MR 80 mm dia 1 Each 668.00 668.00

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

30 LPH. 1 Each 53295.00 53295.00

TOTAL CARRIED TO SUMMARY 291989.00

Digitally signed by SAKET

SAURABH

Date: 2024.10.19 16:41:39 IST

CONSTRUCTION OF 11KVA ESS BLOCK B

SUMMARY OF EXTERNAL PLUMBING WORKS

Amount

S. No. Description of Item

A. DSR Items

1 SUB HEAD - I - (SEWERAGE AND DRAINAGE) 942547.14

SUB HEAD -II - IRRIGATION WATER SUPPLY & EXTERNAL WATER

SUPPLY

TOTAL 994244.29

B. Non-DSR Items

3 SUB HEAD - III - MISCELLANEOUS ITEMS 204852.00

TOTAL 204852.00

Total of DSR Items & Non-DSR Items 1199096.00

Digitally signed by SAKET

SAURABH

Date: 2024.10.19 16:41:39 IST

CONSTRUCTION OF 11KVA ESS BLOCK B

BILL OF QUANTITIES - EXTERNAL PLUMBING WORK

DSR Rate Amount

S. No. Description of items Qty Unit

A. DSR Items

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

300mm dia. 278 Metre 342.64195 95083.14

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

300mm dia. 185 Metre 710.10 131367.65

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 16.6.2 150 mm dia R.C.C pipe 110 Metre 541.42585 59556.84

3.2 19.6.4 300 mm dia R.C.C pipe 110 Metre 967.45 106419.93

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 :

4.1 19.3.2 150 mm dia R.C.C pipe 110 Metre 723.04 79533.99

4.2 19.3.5 300 mm dia R.C.C pipe 110 Metre 1141.67 125583.65

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 design:

5.1 19.2.2 150 mm dia S.W. pipe 58 Metre 1147.9941 66009.66

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

Manholes)

6.1 2.6.1 All kinds of soil 20 Cum 172.71 3454.15

Digitally signed

Pageby

1 SAKET

SAURABH

Date: 2024.10.19 16:41:39 IST

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

75) 5 Metre 8587.11 42935.57

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 19.31.1 For 455 x 610 mm size

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

Pageby

2 SAKET

SAURABH

Date: 2024.10.19 16:41:39 IST

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

WATER SUPPLY

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

piping:

External Piping

4.2 18.12.4 32mm 25 Meter 525.71 13142.80

Digitally signed

Pageby

3 SAKET

SAURABH

Date: 2024.10.19 16:41:39 IST

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 986.00 24650.00

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 15101.00 30202.00

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)

Sump to OHT 1 Set 150000.00 150000.00

TOTAL CARRIED TO SUMMARY 204852.00

Digitally signed

Pageby

4 SAKET

SAURABH

Date: 2024.10.19 16:41:39 IST

CONSTRUCTION OF 11KVA ESS BLOCK B

SUMMARY OF COST FOR FIRE FIGHTING WORK

DSR Amount

S. No. DESCRIPTION

A. DSR-Items

1 SUB HEAD - I - (PIPING, VALVES AND ACCESSORIES) 36866.97

TOTAL 36866.97

B. Non-DSR Items

2 SUB HEAD - II - MISCELLANEOUS ITEMS 180679.00

3 SUB HEAD - III - (FIRE EXTINGUISHERS) 13815.00

TOTAL 194494.00

Total of DSR Items & Non-DSR Items 231360.97

Digitally signed by SAKET

SAURABH

Date: 2024.10.19 16:41:39 IST

CONSTRUCTION OF 11KVA ESS BLOCK B

DETAILED ESTIMATE FOR FIRE FIGHTING WORK

DSR DSR

Item DSR MR Rate DSR Amount

Description of Item Qty. Unit Rate Amount

A. DSR Items

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 :

i 18.11.6 150 mm dia 1 Each 8718.08 8718.08

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 :

i 18.14.7 150 mm dia 1 Each 17305.8 17305.78

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.

i 18.15.3 150 mm dia 1 Each 10843.1 10843.11

Total Sub-Head Amount 36866.97

Digitally signed by SAKET

SAURABH

Date: 2024.10.19 16:41:39 IST

DSR DSR

Item DSR MR Rate DSR Amount

Description of Item Qty. Unit Rate Amount

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.

i 150 mm dia 55 Meter 2787.00 153285.00

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 / cm2 1 Each 1674.00 1674.00

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

per standard conforming to IS 926 1 Each 461.00 461.00

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) 2 Each 4478.00 8956.00

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 8467.00 8467.00

Total Sub-Head Amount 180679.00

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. 1 Each 1910.00 1910.00

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 5465.00 5465.00

3 MR-9 Providing and fixing Bucket 2 nos with each block. 1 Each 1831.00 1831.00

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 4609.00 4609.00

Total Sub-Head Amount 13815.00

Digitally signed by SAKET

SAURABH

Date: 2024.10.19 16:41:39 IST

Sub. Head:- Shifting of 300 mm dia Sewer line with open trench method.

S. No Description Uom Quantity Rate Amount

Analysed

Providng, laying and jointing of 300mm internal dia M.S. pipe 8 mm thick as per IS:

1 MR 3589 including 250 micron PU coating on internal and epoxy coating on external surface Metre 65.00 9994.24 6,49,626.00

etc complete as per direction and entire satisfaction of Engineer-in-Charge.

Dismantling manually/ by mechanical means including stacking of serviceable material

and disposal of unserviceable material within 50 metres lead as per direction of Engineer-

in-charge :

(a) Water bound macadam road (WBM)

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),

2 2.8.1 including dressing of sides and ramming of bottoms, for all lift, including getting out the Cum 206.40 247.04 50,990.00

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

(a) All kind of Soil

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

3 2.26.1 or stacked materials. Cum 206.40 126.88 26,188.00

(a) All kind of Soil

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means

over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)

3 2.6.1 including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, Cum 454.40 172.71 78479.00

as directed by Engineer-in charge. All kinds of soil

Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m

dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm

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

neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone

aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4

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

floating coat of neat cement, all complete as per standard design : 2.30 m deep with

4 19.13.1.1 SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter Each 4.00 51538.93 206156.00

conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg.

fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20

mm nominal size) including centering, shuttering all complete. (Excavation, foot rests

and 12 mm thick cement plaster at the external surface shall be paid for separately) : With

Common burnt clay FPS ( Non Modular)bricks of class designation 7.5.

Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m :

4 19.14.1 Meter 1.00 22157.01 22157.00

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

12 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4

coarse sand)

Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as

per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross

section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm

with minimum 112 mm space between protruded legs having 2 mm tread on top surface

by ribbing or chequering besides necessary and adequate anchoring projections on tail

5 19.16 length on 138 mm as per standard drawing and suitable to with stand the bend test and Each 32.00 538.75 17240.00

chemical resistance test as per specifications and having manufacture’s permanent

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

30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone

aggregate 20 mm nominal size) complete as per design.

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.

Digitally signed by SAKET

SAURABH

Date: 2024.10.19 16:41:39 IST

Providing and laying in position ready mixed plain cement concrete, with cement content

as per approved design mix and manufactured in fully automatic batching plant and

transported to site of work in transit mixer for all leads, having continuous agitated mixer,

manufactured as per mix design of specified grade for plain cement concrete work,

including pumping of R.M.C. from transit mixer to site of laying and curing, excluding

6 4.20.1.1 the cost of centering, shuttering and finishing, including cost of curing, admixtures in Cum 74.81 8,608.08 6,43,990.00

recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete,

improve workability without impairing strength and durability as per direction of the

Engineer - in - charge.

a) All works upto plinth level with M-10 grade plain cement concrete (cement content

considered @ 220 kg/cum).

Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from

batching plant. The ready mixed concrete shall be laid and finished with screed board

7 16.75 vibrator, vacuum dewatering process and finally finished by floating, brooming with wire Cum 74.81 8,157.92 6,10,311.00

brush etc. complete as per specifications and directions of Engineer-in-charge (The panel

shuttering work shall be paid for separately).

Providing and erecting 2.00 metre high temporary barricading at site; each panel of size

2.50 m x2.00 m made of 40x40x6 mm angle iron or 50x50x3 mm hollow MS tube

posts/horizontal members/bracings covered with 1.63 mm thick MS sheet. The sheet

shall be fixed with 30x5 mm MS flat by suitable welding/riveting. The panels shall be

made so that gap of 50cm above the ground is available making overall height as 2.5 m.

MS channel ISLC 75 @ 5.70 kg/m, 50 cm long shall be provided at the bottom having

oval shaped holes of size 50x25 mm at both ends with 50 cm long MS angle 40x40x6

mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from

overturning by providing 250 mm long expansion fasteners at both ends. The work shall

be executed as per drawing/direction of Engineer-in-Charge which includes writing and

7 16.81 painting, arrangement for traffic diversion such as traffic signals during construction at Metre 60.00 3,274.05 1,96,443.00

site for day and night, glow lamps, reflective signs, marking, flags, caution tape as

directed by the Engineer-in-Charge. The barricading provided shall be retained in

position at site continuously including shifting of barricading from one location to

another location as many times as required during the execution of the entire work till its

completion. Rate include its maintenance for damages, painting, all incidentals, labour

materials, equipments and works required to execute the job. The barricading shall not be

removed without prior approval of Engineer-in-Charge. (Note :- One time payment shall

be made for providing barricading from start of work till completion of work including

shifting. The barricading provided shall remain to be the property of the contractor on

completion of the work).

Making connection of drain or sewer line with existing manhole including breaking into

and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse

19.21.2(with sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with

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

Correction and making necessary channels for the drain etc. complete :

factor) (i) For pipes 250 to 300 mm diameter

Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste

material by mechanical transport including loading, transporting, unloading to approved

municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of

Engineer-in-charge.

Note - item to be applicable in urban areas having directions for restricted hours for

movement/ plying of load carrying motor vehicle of 3.5 cum or more.

(a) C & D waste Management site within 25 km lead i.e. Shastri Park / Burari/ Mundka

including weighing at plant etc.

Taking out existing CC interlocking pavers from footpath / central verge, including

removal of rubbish etc, disposal of unserviceable material to the dumping ground, for

which payment shall be made separetely and stacking of serviceable material within 50m

lead as per direction of Engineer-In-Charge

Laying old cement conceret I nterlocking paver blocks of any design/ shape laid in

required line, level,, curvature, color, and pattern, over and including 50 mm thick

9 16.84 compacted bed of coarse sand, filling the joints with fine sand etc all complete as per the Sqm 65.00 392.07 25,484.57

directions of Engiineer-In-Charge (old CC paver blocks shall be supplied by the dept free

of cost)

Digitally signed by SAKET

SAURABH

Date: 2024.10.19 16:41:39 IST

Providing and laying 60mm thick factory made cement concrete interlocking paver block

of M30 Grade made of block making machine with strong strong vibratory compaction,

10 16.68 of approved size, design & shape, laid in required colour and pattern over and including sqm 65.00 945.76 61,474.14

50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all

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

Total 29,05,741.77

Digitally signed by SAKET

SAURABH

Date: 2024.10.19 16:41:39 IST