New construction of central Sliver plant at ichhawar road sehore for KVIC

NAME OF WORK :- "New construction of central Sliver plant at ichhawar road

sehore for KVIC"

Summary of Cost

Sr. No. Description of Work Remarks

DSR-2023/2025 Items Non Scheduled Items

1 CIVIL WORK ₹ 6,25,45,719

3 ELECTRICAL WORK 11,79,951.00 79,691.00

Total Cost of DSR & Non Schedule Items of

Digitally signed by NIRAJ

NAME OF WORK :- "New construction of central Sliver plant at ichhawar road sehore for KVIC"

S.No. Description of Item Quantity Unit Rate Amount

1 SH: EARTH WORK

Earth work in excavation by mechanical means (Hydraulic

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

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

getting out and disposal of excavated earth lead upto 50 m

and for all lift, as directed by Engineer-incharge.

Supplying and stacking of good earth at site including

1.02 royalty and carriage upto 5 km lead complete (earth 643.27 Cu.m 803.75 517028.26 2.2

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

Filling with available excavated earth/ brought from out

side earth (excluding rock) in trenches, plinth, sides of

1.03 foundations etc. in layers not exceeding 20cm in depth, 1841.74 Cu.m 196.00 360981.43 2.25

consolidating each deposited layer by ramming and

watering, lead up to 50 and for all lift.

Providing & laying stone soling in plinth with 80mm to

40mm size stone aggregate mixed with moorum (60%

boukders and 40% murum) under ground floors, by hand AR Based on

1.04 packing and filling the gaps with smaller stone and stone 643.27 Cu.m 1224.00 787362.48 CPWD DSR

dust / grit, consolidation with watering and ramming etc. 2023 Rates

complete as per the specifications and as directed by

Engineer-in-charge.

Disposal of excavated earth/ moorum/building rubbish/

malba/ similar unserviceable, dismantled or waste material

by mechanical transport including loading, transporting,

unloading to approved municipal dumping ground for lead

1.05 upto 10 km for all lifts, complete as per directions of 326.36 Cu.m 494.10 161254.48 1.1.18

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.

Supplying chemical emulsion in sealed containers

including delivery as specified.

Chlorpyriphos/ Lindane emulsifiable concentrate of 20% 1164.00 Litre 234.75 273249.00 2.34.1

Diluting and injecting chemical emulsion for POST-

1.07 CONSTRUCTIONAL anti-termite treatment (excluding the

cost of chemical emulsion) :

Along external wall where the apron is not provided using

chemical emulsion @ 7.5 litres / sqm of the vertical surface

of the substructure to a depth of 300mm including

excavation channel along the wall & rodding etc. complete:

With Chlorpyriphos/ Lindane E.C. 20% with 1%

Treatment of soil under existing floors using chemical

emulsion @ one litre per hole, 300 mm apart including

B drilling 12 mm diameter holes and plugging with cement

mortar 1 :2 (1 cement : 2 Coarse sand) to match the

existing floor:

With chlorpyriphos/lindane E.c. 20% with 1% concentration 2144.20 Sq.m 310.05 664809.21 2.35.3.1

Total for SH: EARTH WORK 3043296.46

2 SH: PCC & RCC WORK

Providing and laying in position cement concrete of

2.01 specified grade excluding the cost of centering and

Shuttering - All work up to plinth level :

1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone

aggregate 40 mm nominal size)

Digitally signed by NIRAJ

S.No. Description of Item Quantity Unit Rate Amount

Making plinth protection 50mm thick of cement concrete

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) 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

Centering and shuttering including strutting, propping etc.

and removal of form for :

Foundations, footings, bases of columns, PCC etc. for

Walls (any thickness) including attached pilasters,

butteresses, plinth and string courses etc

Suspended floors, roofs, landings, balconies and access

Lintels, band, beams, plinth beams, girders, bressumers

and cantilevers

E Columns, Pillars, Piers, Abutments, Posts and Struts 805.47 Sq.m 961.30 774298.31 5.9.6

Providing and laying in position ready mixed or site

batched design mix cement concrete for reinforced cement

concrete work; using coarse aggregate and fine aggregate

derived from natural sources, Portland Pozzolana /

Ordinary Portland /Portland Slag cement, admixtures in

recommended proportions as per IS: 9103 to accelerate /

retard setting of concrete, to improve durability and

workability without impairing strength; including pumping of

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

excluding the cost of centering, shuttering, finishing and

reinforcement as per direction of the engineer-in-charge;

for the following grades of concrete.

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

cement content in design mix shall be payable separately.

In case the cement content in design mix is more than

110% of the specified minimum cement content, the

contractor shall have discretion to either re-design the mix

or bear the cost of extra cement.

A All works upto plinth level

Concrete of M35 grade with minimum cement content of

B All works above plinth level upto floor V level

Concrete of M35 grade with minimum cement content of

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

2.05 cutting, bending, placing in position and binding all

complete upto plinth and above plinth level.

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

Total for SH: PCC & RCC WORK 22813295.74

3 SH: MASONRY WORK

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

bricks of class designation 7.5 in foundation and plinth in:

Cement mortar 1:6 (1 cement : 6 coarse sand) 390.24 Cu.m 6140.55 2396288.23 6.1.2

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

3.02 bricks of class designation 7.5 in superstructure above

plinth level up to floor V level in all shapes and sizes in :

Cement mortar 1:6 (1 cement : 6 coarse sand) 326.82 Cu.m 9105.95 2976006.58 6.4.2

Half brick masonry with common burnt clay F.P.S. (non

3.03 modular) bricks of class designation 7.5 in superstructure

above plinth level up to floor V level.

Cement mortar 1:4 (1 cement : 4 coarse sand) 21.21 Sq.m 1123.80 23835.80 6.13.2

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

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

Brick edging 7cm wide 11.4 cm deep to plinth protection

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

class designation 7.5 including grouting with cement mortar

1:4 (1 cement : 4 fine sand).

Total for SH: MASONRY WORK 5411217.21

Digitally signed by NIRAJ

S.No. Description of Item Quantity Unit Rate Amount

4 SH: STEEL WORK

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

4.02 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

80x1.20 mm M.S. laths with 1.20 mm thick top cover 37.08 Sq.m 3307.05 122625.41 10.6.2

4.03 Providing and fixing ball bearing for rolling shutters. 8.00 Nos 492.35 3938.80 10.7

Extra for providing mechanical device chain and crank

operation for operating rolling shutters.

Exceeding 10.00 sqm and upto 16.80 sqm in the area 37.08 Sq.m 1281.35 47512.46 10.8.1

Extra for providing grilled rolling shutters manufactured out

of 8 mm dia M.S. bar instead of laths as per design

approved by Engineer-in- charge, (area of grill to be

Total for SH: STEEL WORK 10891124.17

5 SH: ALUMINIUM WORK

Providing and fixing aluminium work for sliding and

casement doors, windows, ventilators and partitions with

extruded built up standard tubular sections/ appropriate Z

sections and other sections including Domal Series of

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

with dash fasteners of required dia and size, including

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

5.01 and sides with required EPDM rubber/ neoprene gasket

etc. Aluminium sections shall be smooth, rust free, straight,

mitred and jointed mechanically wherever required

including cleat angle, Aluminium snap beading for glazing /

paneling, C.P. brass / stainless steel screws, all complete

as per architectural drawings and the directions of

Engineer-in-charge. (Glazing, paneling and dash fasteners

to be paid for separately) :

A For fixed portion

Powder coated aluminium (minimum thickness of powder

coating 50 micron)

For shutters of doors, windows & ventilators including

providing and fixing hinges/ pivots, sliding rollers, screws

B and making provision for fixing of fittings wherever required

including the cost of EPDM rubber / neoprene gasket

required (Fittings shall be paid for separately)

Powder coated aluminium (minimum thickness of powder

coating 50 micron)

Providing and fixing glazing in aluminium door, window,

ventilator shutters and partitions etc. with EPDM rubber /

5.02 neoprene gasket etc. complete as per the architectural

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

aluminium snap beading shall be paid in basic item):

With float glass panes of 5 mm thickness (weight not less

than 12.50 kg/sqm)

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.

Providing and fixing aluminium tower bolts, ISI marked,

anodised (anodic coating not less than grade AC 10 as per

IS : 1868 ) transparent or dyed to required colour or shade,

with necessary screws etc. complete

Digitally signed by NIRAJ

S.No. Description of Item Quantity Unit Rate Amount

Providing and fixing aluminium handles, ISI marked,

anodised (anodic coating not less than grade AC 10 as per

IS : 1868) transparent or dyed to required colour or shade,

with necessary screws etc. complete :

Providing and fixing aluminium hanging floor door stopper,

ISI marked, anodised (anodic coating not less than grade

AC 10 as per IS : 1868) transparent or dyed to required

colour and shade, with necessary screws etc. complete.

Single rubber stopper 8.00 Each 39.60 316.80 9.101.1

Providing and fixing bright finished brass 100 mm mortice

latch and lock, ISI marked, with six levers and a pair of

5.07 anodised (anodic coating not less than grade AC 10 as per 12.00 Each 868.95 10427.40 9.103

IS : 1868) aluminium lever handles of approved quality with

necessary screws etc. complete.

Providing and fixing casement handle made of zinc alloyed

5.08 (white powder coated) for aluminium casement window 84.00 Each 231.05 19408.20 9.149

with necessary screws etc. completee.

Filling the gap in between aluminium/ stone/ wood frame

and adjacent RCC/ Brick/ Stone/ wood/ Ceramic/ Gypsum

work by providing weather/structural non sag elastomeric

5.09 PU sealant over backer rod of approved quality as per

architectural drawings and direction of Engineerin- charge

complete, complying to ASTM C920, DIN 18540-F & ISO

Upto 10 mm depth and 10 mm width 306.01 Meter 200.95 61492.71 21.19.2

Total for SH: ALUMINIUM WORK 1462760.87

6 SH: STONE, FLOORING & DADO WORK

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

ready mixed concrete from batching plant. The ready

mixed concrete shall be laid and finished with screed board

vibrator , vacuum dewatering process and finally finished

by floating, brooming with wire brush etc. complete as per

specifications and directions of Engineer-in-charge. (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).

Extra for providing and mixing hardening compound of

6.02 approved quality as per manufacturer’s specification in 481.00 Litre 55.50 26695.50 16.44

cement concrete

Providing and fixing pre-moulded joint filler in expansion

joints of RCC roads / CC pavements after making the joints

dust free with high pressure air jet cleaners, all complete per cm

as per direction of the Engineer-in-Charge. (Pre- moulded depth per

joint fillers shall be made of bitumen hot sealing compound cm width per

impregnated fibre board having impregnation more than metre length

35%, conforming to IS:1838 for fibre board and IS: 1834 for

hot sealing bitumen compound grade A.)

Kota stone slab flooring over 20 mm (average) thick base

laid over and jointed with grey cement slurry mixed with

6.04 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)

Kota stone slabs 20 mm thick in risers of steps, skirting,

dado and pillars laid on 12 mm (average) thick cement

6.05 mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey 5.65 Sq.m 2354.70 13304.06 11.27

cement slurry mixed with pigment to match the shade of

the slabs, including rubbing and polishing complete.

Digitally signed by NIRAJ

S.No. Description of Item Quantity Unit Rate Amount

Providing and laying Ceramic glazed floor tiles of size

300x300 mm (thickness to be specified by the

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

approved make in colours such as White, Ivory, Grey,

Fume Red Brown, laid on 20 mm thick cement mortar 1:4

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

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

cement and matching pigment etc., complete.

Providing and fixing Ist quality ceramic glazed wall tiles

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

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

except burgundy, bottle green, black of any size as

6.07 approved by Engineer-in-Charge, in skirting, risers of steps 995.47 Sq.m 1267.95 1262206.19 8.31

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

cement : 3 coarse sand) and jointing with grey cement

slurry @ 3.3kg per sqm, including pointing in white cement

mixed with pigment of matching shade complete.

Providing and fixing 18 mm thick gang saw cut, mirror

polished, premoulded and prepolished, machine cut for

kitchen platforms, vanity counters, window sills, facias and

similar locations of required size, approved shade, colour

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

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

cement, mixed with matching pigment, epoxy touch ups,

including rubbing, curing, moulding and polishing of edges

to give high gloss finish etc. complete at all levels.

Area of slab over 0.50 sqm 2.43 Sq.m 5136.30 12481.21 8.2.2.2

Extra for fixing marble /granite stone, over and above

corresponding basic item, in facia and drops of width upto

150 mm with epoxy resin based adhesive, including

cleaning etc. complete

Extra for providing opening of required size & shape for

wash basin/ kitchen sink in kitchen platform, vanity counter

6.10 and similar location in marble/ Granite/ stone work,

including necessary holes for pillar taps etc. including

moulding, rubbing and polishing of cut edges etc. complete

Granite work 4.00 Each 978.70 3914.80 8.5

Total for SH: FLOORING & CLADDING WORK 5256375.04

7 SH: FINISHING WORK

15 mm cement plaster on the rough side of single or half

brick wall of mix :

18 mm cement plaster in two coats under layer 12 mm

thick cement plaster 1:5 (1 cement : 5 coarse sand)

finished with a top layer 6 mm thick cement plaster 1:6 (1

cement : 6 fine sand).

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 painting with premium acrylic emulsion paint

of interior grade, having VOC (Volatile Organic Compound

7.04 ) content less than 50 grams/ litre of approved brand and

manufacture, including applying additional coats wherever

required to achieve even shade and colour.

Finishing walls with Acrylic Smooth exterior paint of

New work (Two or more coat applied @ 1.67 ltr/10 sqm

over and including priming coat of exterior primer applied 1628.87 Sq.m 160.60 261596.52 13.46.1

@ 0.90 litre/10 sqm)

Providing and applying 20mm thick cement plaster 1:3 (1

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

cement all complete as per direction of Engineer-in-charge

at any floors upto all heights and levels.

Digitally signed by NIRAJ

S.No. Description of Item Quantity Unit Rate Amount

Extra for providing and mixing water proofing material in Per Bag of

7.07 cement plaster work in proportion recommended by the 26.37 50KG 22.10 582.78 13.21

manufacturers. Cement

7.08 Providing and applying priming coat:

With ready mixed red oxide zinc chromate primer of

approved brand and manufacture on steel galvanised iron/ 81.58 Sqm 67.40 5498.49 13.50.3

Painting with synthetic enamel paint of approved brand and

manufacture to give an even shade :

Two or more coats on new work 6413.78 Sqm 155.90 999908.30 13.61.1

Total for SH: FINISHING WORK 3665104.20

8 SH: ROOFING WORK

Providing corrugated G.S. sheet roofing including vertical /

curved surface fixed with polymer coated J or L hooks,

bolts and nuts 8 mm diameter with bitumen and G.I. limpet

washers or with G.I. limpet washers filled with white lead,

8.01 including a coat of approved steel primer and two coats of

approved paint on overlapping of sheets complete (up to

any pitch in horizontal/ vertical or curved surfaces),

excluding the cost of purlins, rafters and trusses and

including cutting to size and shape wherever required.

1.00 mm thick with zinc coating not less than 275 gm/m² 2448.05 Sq.m 1457.15 3567176.06 12.1.1

Providing ridges or hips of width 60 cm overall width plain

G.S. sheet fixed with polymer coated J or L hooks, bolts

and nuts 8 mm dia G.I. limpet and bitumen washers

0.80 mm thick with zinc coating not less than 275 gm/m² 83.17 Metre 1083.30 90098.06 12.4

Providing and fixing tiled false ceiling of specified materials

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

interlocking metal grid of hot dipped galvanized steel

sections ( galvanized @ 120 grams/ sqm, both side

inclusive) consisting of main “T” runner with suitably

spaced joints to get required length and of size 24x38 mm

made from 0.30 mm thick (minimum) sheet, spaced at

1200 mm center to center and cross “T” of size 24x25 mm

made of 0.30 mm thick (minimum) sheet, 1200 mm long

spaced between main “T” at 600 mm center to center to

form a grid of 1200x600 mm and secondary cross “T” of

length 600 mm and size 24x25 mm made of 0.30 mm thick

(minimum) sheet to be interlocked at middle of the

1200x600 mm panel to form grids of 600x600 mm and wall

angle of size 24x24x0.3 mm and laying false ceiling tiles of

approved texture in the grid including, required

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

light fittings, fixtures, smoke detectors etc. Main “T” runners

to be suspended from ceiling using GI slotted cleats of size

27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and

50 mm long dash fasteners, 4 mm GI adjustable rods with

galvanized butterfly level clips of size 85 x 30 x 0.8 mm

spaced at 1200 mm center to center along main T, bottom

exposed width of 24 mm of all T-sections shall be pre-

painted with polyester paint, all complete for all heights as

per specifications, drawings and as directed by Engineer-

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

Providing fixing thermal insulation of ceiling (under deck

insulation) with Resin Bonded Fibre glass wool conforming

to IS : 8183, density 24kg / m3, 50mm thick, wrapped in

200 G Virgin Polythene bags, fixed to ceiling with metallic

cleats (50x50x3 mm) @ 60 cm and wire mesh of 12.5 mm

x 24 gauge wire mesh, for top most ceiling of building.

Digitally signed by NIRAJ

S.No. Description of Item Quantity Unit Rate Amount

Total for SH: ROOFING WORK 9181775.74

9 SH: WATERPROOFING WORK

Providing and laying water proofing treatment to vertical

and horizontal surfaces of depressed portions of W.C.,

kitchen and the like consisting of:

(i) Ist course of applying cement slurry @ 4.4 kg/sqm

mixed with water proofing compound conforming to IS

2645 in recommended proportions including rounding off

junction of vertical and horizontal surface.

(ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3

9.01 coarse sand) mixed with water proofing compound in 1038.36 Sq.m 769.60 799121.86 22.5

recommended proportion including rounding off junction of

vertical and horizontal surface.

(iii) IIIrd course of applying blown or residual bitumen

applied hot at 1.7 kg. per sqm of area.

(iv) IVth course of 400 micron thick PVC sheet. (Overlaps

at joints of PVC sheet should be 100 mm wide and pasted

to each other with bitumen @ 1.7 kg/sqm).

Providing and applying integral crystalline slurry of

hydrophilic in nature for waterproofing treatment to the

RCC structures like retaining walls of the basement, water

tanks, roof slabs, podiums, reservior, sewage & water

treatment plant, tunnels / subway and bridge deck etc.,

prepared by mixing in the ratio of 5 : 2 (5 parts integral

crystalline slurry : 2 parts water) for vertical surfaces and 3

: 1 (3 parts integral crystalline slurry : 1 part water) for

horizontal surfaces and applying the same from negative

(internal) side with the help of synthetic fiber brush. The

material shall meet the requirements as specified in ACI-

212-3R-2010 i.e by reducing permeability of concrete by

more than 90% compared with control concrete as per DIN

1048 and resistant to 16 bar hydrostatic pressure on

negative side. The crystalline slurry shall be capable of self-

healing of cracks up to a width of 0.50mm. The work shall

be carried out all complete as per specification and the

direction of the engineer-in-charge. The product

performance shall carry guarantee for 10 years against any

A For vertical surface two coats @ 0.70 kg per sqm per coat 26.09 Sq.m 472.90 12337.96 22.23.1

B For horizontal surface one coat @1.10 kg per sqm. 25.66 Sq.m 362.80 9309.45 22.23.2

Total for SH: WATERPROOFING WORK 820769.27

TOTAL AMOUNT 62545718.70

TOTAL AMOUNT 62545718.70

Digitally signed by NIRAJ

Name of Work:"New construction of central Sliver plant at ichhawar road sehore for KVIC"

PROJECT SUMMARY plumbing work

S.No. Description DSR Amount NS Amount

1 INTERNAL WATER SUPPLY џ 62,644.85 џ 39,173.40

2 SANITORY FIXTURES џ 76,757.70 џ -

3 INTERNAL DRAINAGE WORKS џ - џ 1,17,545.50

TOTAL AMOUNT џ 6,27,625.10 џ 6,59,098.90

TOTAL AMOUNT џ 6,27,625.10 џ 6,59,098.90

Grand Total џ 12,86,724.00

Grand Total џ 12,86,724.00

Digitally signed by NIRAJ

Name of Work:"New construction of central Sliver plant at ichhawar road sehore for KVIC"

ESTIMATE FOR WATER SUPPLY SYSTEM

SN DESCRIPTION QTY UNIT DSR RATE NS RATE DSR AMOUNT NS AMOUNT

1 Providing, fixing, jointing, testing and commissioning CPVC

(Chlorinated Poly Vinyl Chloride) water supply pipes with pipe as per

CTS SDR - 11 at a working pressure of 28 kg/cm at 23°C & 7kg/cm at

82° C, using solvent welded CPVC fittings i.e. Tees, Elbows, Couplers,

Unions, Reducers, brushings etc. including transition fittings

cconnection between CPVC & metal pipe / GI) i.e Brass Adaptors

(both Male & Female threaded) conforming to ASTM D-2846 with only

CPVC solvent cement conforming to ASTM F-493 with fabricated &

subsequently hot dip galvanized clamps / structural steel supports as

required / directed at site (maximum 1 mtr spacing in clamps)

including cutting chasing and fixing the same with cement concrete /

cement mortar as required, . All termination points for installation of

faucets shall have brass termination fittings. Installation shall be to

the satisfaction of Engineer in charge /Consultant / manufacturer of

pipes & fittings.

2 Providing, fixing, testing & commissioning of Brass Ball Valve with

lever. Tested to a pressure of 10 Kg / Sqcm. Including flanges/union,

nuts, bolts, washer etc. Complete as required.

3 Providing, fixing, testing & commissioning in position of approved

quality high pressure rated Gun Metal Float Valve with copper ball

float (As per IS: 1703 also) and brass rods of required length suitable

for test pressure of not less than 10 Kg/Sqcm of the following sizes.

ii) N.S 50 mm dia RO No 3500.00

Providing & fixing screwed ended gun metal/S.G Iron horizontal /

vertical motorized valve conforming to IS of PN 16 pressure rating

including rubber gasket, union, and associated accessorie as

i) N.S 65 mm dia (CI Housing) RO No. 24325.35

ii) N.S 50 mm dia (CI Housing) 1 No. 23953.40 23953

N.S Providing & fixing HI/LO level indicator cum controller with necssary

sensor probes including wires,conduits and associated accessorie

5 as required. 1 No. 3500.00 3500

N.S Disinfecting G.I. water mains of entire work by flushing with water

containing bleaching powder at 0.5 gm per litre of water and cleaning

the same with fresh water, operation to be repeated three times

including getting the samples of water from the disinfected main

6 tested in the municipal laboratory. ( L/S) 1 Job 10000.00 10000

Total Carried to Summary 62644.85 39173.40

Digitally signed by NIRAJ

Name of Work:"New construction of central Sliver plant at ichhawar road sehore for KVIC"

ESTIMATE FOR SANITORY FIXTURES

SN DSR 2023 DETAILED DESCRIPTION OF ITEM UNIT QUANTITY DSR RATE DSR AMOUNT

Providing and fixing white vitreous china pedestal type water closet

(European type) with seat and lid, 10 litre low level white vitreous china

flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm

17.3.1 W.C. pan with ISI marked white solid plastic seat and lid NO 4 8006.60 32026.40

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

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

as approved by Engineer - in - charge.

Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass

single hole basin mixer of approved quality and make, including

3 17.7A of fittings and brackets, cutting and making good the walls wherever

(a) White Vitreous China Wash basin size 550x400 mm with a 15 mm

Brass single hole basin mixer

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

IS:13983 with C.I. brackets and stainless steel plug 40 mm, including

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

4 17.10 wherever required

Providing and fixing white vitreous china flat back or wall corner type

lipped front urinal basin of 430x260x350 mm and 340x410x265 mm

respectively with automatic flushing cistern with standard flush pipe and

C.P. brass spreaders with brass unions and G.I clamps complete,

5 17.4 including

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

floors wherever required :

Range of three urinal basins with 10litre white P.V.C. automatic

flushing cistern

Providing and fixing PTMT towel ring trapezoidal shape 215 mm long,

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

fittings arrangement of approved quality and colour, weighing not less

7 17.34 Providing and fixing toilet paper holder

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

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

thesame materials with snap fittings of approved quality and colour,

not less than 105 gms.

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

9 18.53 points of approved quality conforming to IS:8931

Providing and fixing unplasticised P.V.C. connection pipe with PTMT

11 18.74 Nuts,collar and bush of approved quality and colour.

18.74.2 15 mm nominal bore with 45 cm length NO 10 121.90 1219.00

Total 76757.70

Digitally signed by NIRAJ

Name of Work:"New construction of central Sliver plant at ichhawar road sehore for KVIC"

ESTIMATE FOR INTERNAL DRAINAGE -SOIL, WASTE,RAIN & VENT

SN DSR 2023 DESCRIPTION OF ITEM QTY UNIT DSR RATE NS RATE DSR AM0UNT NS AM0UNT

Providing, fixing, jointing, testing and commissioning of heavy quality

uPVC spigot and socket pipes for soil, waste, Rain water and vent,

conforming to IS-13592/92 Type 'B' including all necessary fittings and

specials such as bends, junctions offsets, access pieces & vent

cowl,fixing at wall / ceiling level supported by G.I. clamps, hangers .

Soil/waste/rain water

iii) N.S 75 mm dia RO RM 419.55

Providing, fixing, jointing, testing and commissioning of UPVC pipe

confirming to IS : 4985 (Pipe Class 'C' - 6 kg / sq.cm) cut to required

2 lengths including all necessary fittings and specials such as bends,

junctions offsets, access pieces & vent cowl,fixing at wall / ceiling level

supported by G.I. clamps, hangers.

i) N.S 160 mm dia RO RM

ii) N.S 110 mm dia RO RM

iii) N.S 90 mm dia RO RM

Providing & fixing in position uPVC full bore P / S trap with 50 mm

water seal of following sizes for embedded area, making proper

3 connection with solvent cement joints, cutting chase / hole in floors

/slabs and bringing the same in proper condition and shape after

placing the trap in right position complete as required.

N.S including 75/40/63/50mm inlet with 110mm out let.(hooper/ height riser

Providing and fixing SS grating with frame of approved design

4 including setting in floor with cement motor to match with floor finish as

per architect requirement.

i) N.S Size 150 mm x 150 mm or 125 mm dia 5 No. 90.65 453.25

ii) N.S Size 100 mm x 100 mm or 100 mm dia 2 No. 79.6 159.20

N.S Providing and fixing 100mm dia uPVC Extension piece and 'Tee'

connection of 32/40/50mm dia for waste connections from wash basin /

floor drain, including setting in cement concrete 1:2:4 mix complete in

all respects. 300 1800.00

N.S Providing and fixing uPVC floor drain consisting of PVC elbow,

complete as directed by the Project Manager.

i) 110mm x 63 mm uPVC elbow 2 No. 711.4 1422.80

N.S Providing and fixing P.V.C. WC connector (straight or bend type) with

rubber lip ring. Including 110 mm dia PVC pipe / bend of required

length and proper connection with M seal to pipe complete as

required with core cut. 200 800.00

Providing & fixing rain water `Khurras' with required depth with lead

flashing around the pipe with one piece lead sheet of 3 mm thick set on

a layer of cold bitumen. Including Heavy duty CI/MS grating as per

drawing complete as required.

N.S Providing and fixing C.I Grating for Rain water pipes & balcony pipes

fixed in cement mortar 1:2 to coarse sand.

Total Carried to Summary 0.00 117545.50

Digitally signed by NIRAJ

Name of Work:"New construction of central Sliver plant at ichhawar road sehore for KVIC"

BILL OF QUANTITY

EXTERNAL STORM DRAINAGE SYSTEM

SN DSR DESCRIPTION QUANTITIES UNIT DSR RATE NS RATE DSR Amount NS Amount

Earth work in excavation by mechanical means (Hydraulic

Excavator) / manual means in foundation trenches or

manhole (not exceeding 3.0 m in width ) including

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

including getting out the excavated soil and disposal of

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

i) 2.8.1 All kinds of soil. 7 Cum 260.30 1,822.10

Excavation trenches of required width for pipes etc

including back filling, spreading of surplus earth and

excavation for sockets, and dressing of sides, ramming of

bottoms, depth upto 1.5 m including getting out the

2 2.10 excavated soil, and then returning the soil as required, in

layers not exceeding 20 cm in depth including

consolidating each deposited layer by ramming, watering,

etc, and disposing of surplus excavated soil as directed,

within a lead of 50 m:

Pipes, etc, exceeding 80 mm dia, but not exceeding 300

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

pipes with collars jointed with stiff mixture of cement mortar in

3 19.6 the proportion of 1:2 (1 cement : 2 fine sand) including testing

of joints etc. complete

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 :

Constructing brick masonry manhole in cement mortar

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

1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3

graded stone aggregate 20 mm nominal size), foundation

concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8

graded stone aggregate 40 mm nominal size), inside

5 19.7 plastering 12 mm thick with cement mortar 1:3 (1 cement

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

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

2 coarse sand : 4

graded stone aggregate 20 mm nominal size) finished

with a floating coat of neat cement complete as per

standard design :

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

with frame (light duty) 455x610 mm internal dimensions,

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

(weight of cover 23 kg and weight of frame 15 kg) :

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

class designation 7.5

Digitally signed by NIRAJ

Providing M.S. foot rests including fixing in manholes with

6 19.15 20x20x10 : 6 graded stone aggregate 20 mm nominal size)

as per standard design :

19.15.1 With 20x20 mm square bar 45 Nos. 544.70 24,511.50

Providing, fixing, jointing, testing and commissioning of heavy

quality uPVC spigot and socket pipes for soil, waste Rain water

and vent, conforming to IS-13592/92 Type 'B' including all

7 necessary fittings and specials such as bends, junctions offsets,

access pieces & vent cowl,fixing at surface wall / ceiling level

supported by G.I. clamps, hangers .

Construction of brick masonry desalting chamber of size

2000x1000x750mm (effective depth) before recharge well

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

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

cement : 4 coarse sand; 8 graded stone aggregate 40mm

nominal size), inside plastering 12mm thick with cement

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

floating coat of neat cement and outside plastering 12mm

thick with cement motar 1:3 (1 cement : 3 coarse sand)

finished with ough plaster , including fixing of grating,

neatly finished complete in all respects including

necessary excavation, refilling and disposal of surplus

earth, complete. ( Contractor shall liaison with concerned

authorities and obtain the approval for boring )

Constructing recharge pit size 3000 mm dia. clear and 1.5

m deep (effective depth below inlet) in brick masonry in

cement mortar 1:6 (1 cement : 6 coarse sand), including

necessary earth work in excavation in all kinds of soil,

disposal of surplus excavated earth, malba within a lead

of 50 m, returning the earth in layers surrounding brick

work/ pipes ramming and watering etc., laying 150 mm

thick plain cement concrete 1:4:8 (1 cement: 4 coarse

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

base, 150 mm thick RCC top slab, RCC columns and beams

in cement concrete 1:2:4 (1 cement 2 coarse sand: 4

graded stone aggregate 20 mm nominal size) if required

as per structural requirements, including steel work

welded in built-up sections/framed work, cutting hoisting

and fixing in position required for gratings, frames, guard

bars, ladders, brackets etc. and applying a priming coat of

approved steel primer with two or more coats of

synthetic enamel paint. (Shop drawing to be got approved

before execution)

Digitally signed by NIRAJ

Boring 200 mm dia bore (Min 30m depth or upto

secondary water table) with calyx machine or as required,

including the cost of transportation of boring machine to

site and taking back after completion of work, providing

and fixing a) 160 O.D. uPVC pipe (class 6 Kg/cm2) with

fittings in bore well. b) 160 O.D. uPVC slotted

(Supreme/Finolex class 6 Kg/cm2) with fittings in bore

well, as per site conditions. Providing and fixing bail plug

and well cap for 160 OD pipe, supplying and filling 300

mm thick round Boulders (50-200 mm size) in first layer,

300 mm thick Gravels (5-10 mm size) in second layer, 300

mm thick Coarse Sand/fine gravel (1.5 to 2 mm size), Pea

gravel packing surrounding bore 3-6 mm size,foot rests, 2

or 3 nos. 560 mm dia M.S. MH cover heavy duty fixing in

top slab. complete in all respects as per drawings

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 sand : 4 graded stone aggregate 20 mm nominal

size) cement plastered on both sides with cement mortar

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

coat of neat cement and making necessary channels for

the drain etc. complete :

For pipes 150 to 300 mm diameter 1 Nos. 10,000.00 10,000.00

TOTAL COST OF DRAINAGE NETWORK 4,42,410.10 4,96,380.00

EXTERNAL SEWERAGE SYSTEM

S.No. DSR DESCRIPTION QUANTITIES UNIT RATE

1 Earth work in excavation by mechanical means (Hydraulic

Excavator) / manual means in foundation trenches, chamber or

manhole (not exceeding 3.0 m in width ) including dressing of

2.8 sides and ramming of bottoms, lift upto 1.5 m, including getting

out the excavated soil and disposal of surplus excavated soil as

directed, within a lead of 50 m.

i) 2.8.1 All kinds of soil. 1 Cum 260.30 260.30

2 Excavation trenches of required width for pipes etc including

back filling, spreading of surplus earth and excavation for

sockets, and dressing of sides, ramming of bottoms, depth upto

1.5 m including getting out the excavated soil, and then

2.10 returning the soil as required, in layers not exceeding 20 cm in

depth including consolidating each deposited layer by ramming,

watering, etc, and disposing of surplus excavated soil as

directed, within a lead of 50 m:

i) Pipes etc, exceeding 80 mm dia, but not exceeding 300 mm dia.

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

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 :

Digitally signed by NIRAJ

Providing, fixing, jointing, testing and commissioning of heavy

quality uPVC spigot and socket pipes for soil, waste Rain water

and vent, conforming to IS-13592/92 Type 'B' including all

5 necessary fittings and specials such as bends, junctions offsets,

access pieces & vent cowl,fixing at surface wall / ceiling level

supported by G.I. clamps, hangers .

i) NS 110mm dia pipe 10 RM 600.00 6000

Constructing brick masonry chamber for underground

inspection chamber and bends with bricks in cement

mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with

frame (light duty) 455x610 mm internal dimensions, total

weight of cover with frame to be not less than 38 kg

(weight of cover 23 kg and weight of frame 15 kg), R.C.C.

top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3

graded stone aggregate 20 mm nominal size), foundation

concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone

aggregate 40 mm nominal size), inside plastering 12 mm

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

finished smooth with a floating coat of neat cement on

walls and bed concrete etc. complete as per standard

Inside dimensions 600x 850 mm and 45 cm deep for pipe

line with three or more inlets :

i) 19.30.1 With common burnt clay F.P.S. (non modular) bricks of

class designation 7.5

8 19.4.2 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:

150 x 100 mm size P type

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

designation 7.5

9 19.15 Providing M.S. foot rests including fixing in manholes with

20x20x10 : 6 graded stone aggregate 20 mm nominal size) as

per standard design :

19.15.1 With 20x20 mm square bar 10 Nos. 544.70 5,447.00

11 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 sand : 4 graded

stone aggregate 20 mm nominal size) cement plastered on both

sides with cement mortar 1:3 (1 cement : 3 coarse sand),

finished with a floating coat of neat cement and making

necessary channels for the drain etc. complete :

19.21.10 For pipes 150 to 300 mm diameter 1 Nos. 810.45 810.45

TOTAL COST OF SEWERAGE NETWORK 45,812.45 6,000.00

Digitally signed by NIRAJ

NAME OF WORK :- "New construction of central Sliver plant at ichhawar road sehore for

INTERNAL ELECTRICAL WORKS ESTIMATE

S. NO. DESCRIPTION AMOUNT

DSR'25 ITEMS NS ITEMS

I POINT/ CIRCUIT/ SUBMAIN WIRING ₹ 9,79,022.00 ₹ 0.00

II DISTRIBUTION SYSTEM ₹ 75,929.00 ₹ 41,891.00

III PROVISION OF TELEPHONE SERVICES ₹ 61,890.00 ₹ 0.00

SUPPLYING & LAYING OF ARMOURED ALUMINIUM

CONDUCTOR 1.1 KV GRADE XLPE CABLES.

GRAND TOTAL (DSR+NS ITEMS) ₹ 12,59,642

GRAND TOTAL (DSR+NS ITEMS) ₹ 12,59,642

Digitally signed by NIRAJ

NAME OF WORK :- "New construction of central Sliver plant at ichhawar road sehore for KVIC"

ELECTRICAL WORKS ESTIMATE

DSR'25/ AMOUNT AMOUNT

S.NO. DESCRIPTION UNIT QUANTITY RATE (Rs) RATE (Rs)

DSR'25 ITEMS NS ITEMS

I POINT/ CIRCUIT/ SUBMAIN WIRING

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

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

1 1.10 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

Wiring for light point controlled by MCB in DB (cost of MCB has been taken

else where) with 2X1.5sq mm PVC insulated copper conductor FRLS cable in

recessed PVC conduit complete with earthing the point with 1.5 sq mm FRLS

PVC insulated copper conductor single core cable etc. as required: Group C

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

bell point (without independent switch etc.) with 2.5 sq. mm FRLS PVC

3 1.55 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.

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

4 1.25 existing modular plate switch box including connections but excluding modular each 100 402.00 40200

plate etc. as required.

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

conductor single core cable in surface/ recessed medium class PVC conduit

alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core

cable for loop earthing as required.

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

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

recessed medium class PVC conduit as required.

a 1.14.1 2x1.5 sq mm + 1x1.5 sq mm earth wire - mtr 630 267.00 168210

b 1.14.10 4x10 sq mm + 2x6 sq mm earth wire - mtr 60 1,078.00 64680

Supply and fixing suitable size GI box with modular plate and cover on surface

7 1.31 or in recess, including providing and fixing 3 pin 5/6 amps modular socket each 12 545.00 6540

outlet & 5/6 amps modular switch etc. as required.

Supply and fixing suitable size GI box with modular plate and cover on surface

8 1.32 or in recess, including providing and fixing 6 pin 15/16 amps modular socket each 30 659.00 19770

outlet & 15/16 amps modular switch etc. as required.

Digitally signed by NIRAJ

TOTAL CARRIED OVER TO SUMMARY 9,79,022

DSR'25/ AMOUNT AMOUNT

S.NO. DESCRIPTION UNIT QUANTITY RATE (Rs) RATE (Rs)

II DISTRIBUTION SYSTEM

Design, manufacture, supply, installation, testing and commissioning of

following MV switchgear panels suitable for 415 V, 3 phase, 4 wire, 50 Hz

power distribution system. The panel shall be Indoor, wall mounting,

sheet metal clad, cubicle, dead front, dust and vermin proof type

9 NS compartmentalised design fabricated out of 14 SWG sheet steel, complete

with copper bus bars, separate earth bus bar to be provided through out

the length of the panel. The incoming and outgoing feeders shall be

accommodated in a modular multitier arrangement, adequate size cable

alley, painting, earthing, numbering, danger plate etc as required

MAIN ELECTRICAL PANEL

100 Amp FP MCCB of 25 KA service breaking capacity

1 No. Digital Voltmeter with VSS

1 No. Digital Ammeter with ASS

Indicator Lamps With protection MCB's(R,Y,B)

1 No. 150 amp TPN Aluminium Bus bar.

4 No. 32 amp FP MCB of 10 KA service breaking capacity

2 No. 32 amp DP MCB of 10 KA service breaking capacity

All MCCBs shall be motorised with Microprocessor release with following

functions :Protection for O/C, S/C, E/F MFM for Phase, neutral, ground Set 1 41,891 41,891

fault currents,voltage, frequency and power measurements.

All release and metering data should be available over Ethernet.

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)

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

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

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

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

a 2.4.3 8 way (4+24), DOUBLE DOOR each 1 6,337.00 6337

Digitally signed by NIRAJ

DERIVED 12 way (4+36), DOUBLE DOOR

DSR'25/ AMOUNT AMOUNT

S.NO. DESCRIPTION UNIT QUANTITY RATE (Rs) RATE (Rs)

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.

Supplying and fixing 5A to 32A rating, 240/415 V, 10 kA, "C" curve, MCB

13 suitable for inductive load of following poles in the existing MCB DB complete

with connections, testing and commisioning etc as required.

a 2.10.1 Single Pole each 84 285.00 23940

b 2.10.3 Double Pole each 1 696.00 696

c 2.10.5 Triple pole and neutral each 3 1,301.00 3903

TOTAL CARRIED OVER TO SUMMARY 75,929 41,891

III PROVISION OF TELEPHONE SERVICES

Supplying and fixing of following sizes of PVC conduit along with the

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

Supply and fixing following size/modules, GI box alongwith modular base &

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

a 1.27.1 1 or 2 module (75mmX75mm) each 13 354.00 4602

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

and switch box including connectionet. As required.

a 1.24.6 Telephone socket outlet each 16 168.00 2688

TOTAL CARRIED OVER TO SUMMARY 61,890

Digitally signed by NIRAJ

DSR'25/ AMOUNT AMOUNT

S.NO. DESCRIPTION UNIT QUANTITY RATE (Rs) RATE (Rs)

SUPPLYING & LAYING OF ARMOURED ALUMINIUM CONDUCTOR

1.1 KV GRADE XLPE CABLES.

ANALYSIS Supplying of following size aluminium/ copper conductor 1.1 KV XLPE Cables.

a NS 3.5x50 sqmm Al. cond. Cable mtr 50 756.00 37,800

laying of one number PVC insulated and PVC sheathed/ XLPE power cable of

18 10.1 1.1 KV grade of following size direct in ground including excavation, sand

cushioning, protective covering and refilling the trench etc as required.

a 10.1.2 Above 35 sq mm and upto 95 sq. mm mtr 50 475 23750

Supplying and making end termination with brass compression gland and

19 11.1 aluminium lugs for following size of PVC insulated and PVC sheathed/ XLPE

aluminium cable of 1.1 KV grade as req.

a 11.1.22 3.5x50 sqmm Al. cable set 2 484.00 968

TOTAL CARRIED OVER TO SUMMARY 24,718 37,800

Earthing with GI earth plate 600mm x 600mm x 6mm thick i/c accessories and

providing masonary enclosure with cover plate having locking arrangement and

watering pipe of 2.7 meter long etc. (with charcoal or coke and salt) complete

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

21 5.11 earth electrode including connection with G.I. nut, bolt, spring, washer RM 10 755 7550

excavation and re-filling etc. as required.

Providing and fixing 25mm x 5mm GI strip on surface or in recess for

connection etc. as required.

23 5.16 Providing and fixing 6SWG GI wire on surface or in loop earthing. RM 100 84 8400

TOTAL CARRIED OVER TO SUMMARY 38,392

Digitally signed by NIRAJ