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AN ISO 9001 & 14001 COMPANY

TENDER DOCUMENT

TENDER No: DLI/CON/771-B/630

FOR

Tender for Construction of Up-graded High School at (1) Gudrigaon,

Bastingia, Block - Chakapada, Odisha (2) Mundagaon, Block-

Chakapada, Odisha (3) Gistikhole, Block - Chakapada, Odisha.

VOLUME – III

PRICE BID/BILL OF QUANTITY

1 Gudrigaon, Bastingia, Block - Chakapada, Odisha

2 Mundagaon, Block - Chakapada, Odisha

3 Gistikhole, Block - Chakapada, Odisha

Grand Total (In Fig)

Grand Total (In Words)

Note :- 1.The postion of Bidder will as per Gross Value of their Quoted amount as in

Summary Sheet.

2.The Bidder has to quote above/At Par/below percentage (%) inclusive of all Taxes

and duties including GST.

3. Bidder has to mention the breakup of cost and levies such as GST and other taxes

considered in the quoted prices.

Summary Sheet of Price Bids

(A GOVERNMENT OF INDIA ENTERPRISE)

ENGINEERING PROJECTS (INDIA) LTD.

Name Of Work :- Construction of Up-graded High School at (1) Gudrigaon, Bastingia, Block -

Chakapada, Odisha (2) Mundagaon, Block- Chakapada, Odisha (3) Gistikhole, Block - Chakapada,

Odisha

SI. No. Description/ LocationQuoted Price

In Rs.

NIT No.DLI/CON/771-B/630 DATED 21.06.2018

Sign Stamp of EPIL Sign Stamp of Bidder

1 2 3

In figures In words In figures In words

1 CIVIL WORKS

SubTotal 20482164.20

2 PH WORK

SubTotal 2807106.00

3 ELECTRICAL WORKS

SubTotal 2565239.00

4 MISCELLENEOUS ITEM

SubTotal 2627119.99

5 BOREWELL

SubTotal 243687.00

Total 28725316.18

Note :- 1. The postion of Bidder will as per Gross Value of their Quoted amount as in Summary Sheet

2.The Bidder has to quote above/At Par/below percentage (%) inclusive of all Taxes & Duties including GST.

3. Bidder has to mention the breakup of cost and levies such as GST and other taxes considered in the quoted prices.

CONSTRUCTION OF UPGRADED HIGH SCHOOL AT GUDRIGAON ,CHAKAPADA ,KANDHAMAL, ODISHA

PRICE SCHEDULE

SI. No. DESCRIPTION

ESTIMATED COST

(Rs.)

TO BE QUOTED BY TENDERER

% ( - ) Below / At Par/AboveAMOUNT IN Rs. AFTER ADDING %

(-) BELOW / AT PAR / (+) ABOVE

4 5= (3 x 4 )

Sign and Stamp of EPIL Sign and Stamp of Bidder

1 2 3

1 CIVIL WORKS


2 PH WORK

SubTotal 2807106.00

3 ELECTRICAL WORKS

SubTotal 2565239.00


SubTotal 2627119.99

5 BOREWELL

SubTotal 243687.00

Total 28725316.18

CONSTRUCTION OF UPGRADED HIGH SCHOOL AT GUDRIGAON ,CHAKAPADA

,KANDHAMAL, ODISHA

BOQ SUMMARY SHEET

SI. No. DESCRIPTION

ESTIMATED COST (Rs.)


Sl. No. Description Of Items Qnty Unit Rate Amount

CIVIL WORKS

1 Site Clearance

ref. from analysis

item no-3 page

no-198

Clearing and grubbing road land including

uprooting rank vegetation, grass, bushes,

shrubs ,sapling and trees girth up to 300 mm,

removal of stumps of trees cut earlier and disposal of

unserviceable material and stacking

of serviceable material to be used or auctioned, up to a

lead of 1000 metres including removal

and disposal of top organic soil not exceeding

150 mm in thickness. 1166.00 sqm 3.87 4509.04

2 i) Surface cutting

ref. from analysis

item no-3 page

no-6

Earthwork in stoney earth and gravels mixed with stone

and boulder not exceeding 0.014 cum in volume within

50m initial lead and 1.5 m initial lift including rough

dressing and breaking clods to maximum 5 cm to 7 cm

and lying in layers not exceeding 0.3 m in depth and as

per specification approved by the department.

514.60 cum 199.55 102690.90

ref. from analysis

item no-5 page no-

4

Cutting in disintegrated rock not requiring blasting tobe

removed by pick axes and crow bar sand depositing

materials within 50m lead and 1.5m initial lift including

rough dressing as per direction and specification of the

department, stacking useful materials separately as

ordered. 514.60 cum 324.36 166914.88

3 a) Earthwork Excavation for foundation

ref. from analysis

item no-2(a) page

no-2

Earth work in excavation in all kinds of soil by

mechanical means (Hydraullic excavator) / manual

means overareas (exceeding 30 cm in depth, 1.5 m in

width as well as 10sqm on plan) inculding disposal of

excavated earth up to 50 m and lift upto 1.5m with all

lead and lift including shoring, shuttering & dewatering

(if required) with cost of all Labour, Labourcess ,Hire &

Running charges of the water pumps, T & P required for

the work complete asdirected by the Engineer- in-

charge.

i) hard soil 946.35 cum 127.97 121102.33

ref. from analysis

item no-3 page no-

4

ii) Soft Rock 69.60 cum 199.55 13889.01

ref. from analysis

item no-19 page

no-9

iii) Hard Rock 69.60 cum 1690.20 117637.92

b) ref. from analysis

item no-8 page no-

6

Extra for every additional lift of 1.5 m or part there

of in excavation/ banking excavated or stacked

materials

Hard soil 68.71 CUM 10.20 700.84

Ordinary /hard rock 68.71 CUM 58.30 4005.79

4 Sand Filling

ref. from analysis

item no-15 page

no-10

Supplying & Filling foundation trenches , plinth &

ditches with clean course river sand well watered and

rammed in layers not exceeding 23 c.m. in depth with

all lead and lift including cost conveyance, loading,

unloading, stacking , royalties and all taxes of

sand,cost & conveyance of water, cost of all

Labour,labour cess,T&P required for the work etc.

complete in all respect as directed by the Engineer- in-

charge.579.37 cum 273.10 158225.95

5 P.C.C( 1:4:8)

CONSTRUCTION OF UPGRADED SCHOOL AT

GUDRIGAON,BASTINGIA,CHAKAPADA,KANDHAMAL, ODISHA

Sign and stamp of EPIL 1 Sign and stamp of bidder


ref. from analysis

item no-4 page no-

43

Providind and laying of cement concrete of grade 1:4:8

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

40 mm nominal size of approved quality from quarry

mixing in concrete mixer,lowering and compacting in

proper thickness ,watering and curing for the required

period.including all cost of labour ,material

,conveyance, royalities and taxes,sundries,T&P etc,but

excluding cost of centering and shuttering all complete

as per the direction of Engineer-In-Charge.

138.12 cum 4148.00 572921.76

6 BACK FILLING

ref. from analysis

item no-14 page

no-10

Filling available excavated earth (excluding rock) in

trenches plinth sides of foundation etc.in layers not

exceeding 20 cm in deepth ,consolidating each

deposited layers by ramming and watering ,lead up to

50 m and lift up to 1.5 mt. etc including cost of all labour

, sundries etc complete in all respect as per the

direction of Engineer-In-Charge.310.44 cum 71.10 22072.28

7 ANTITERMITE TREATMENT

MR

Supplying, diluting and preparing chemical emulsion like

CHLORPYRIPHOS or other chemicals approved by

Central Insecticides Board or as directed by the

manufacturer and spraying the mixture uniformly by

sprayer as pre-constructional anti termite treatment and

creating a chemical barrier under and around the

column pits, wall trenches, basement excavation, top

surface of plinth filling, junction of walls and floors

along with external perimeter of the building, expansion

joints, surrounding the pipes and conduits etc. complete

at the rate of 7.5 liters (or as directed by the

manufacturer) per sqm on vertical and 5.0 liters per

sqm on horizontal surfaces, 50% of the emulsion to be

filled in the holes made in trenches at 150mm center to

center etc.complete as per IS:6313/1981(Part-II) and as

per the direction of the Engineer-in-charge including

cost of all materials, labour, taxes, etc. complete.

1141.88 sqm 75.00 85641.00

8 R.C.C.M25

ref. from analysis

item no-1(c) page

no-259

Providing, lifting, hoisting and laying Reinforced cement

concrete of M-25 Grade for Footings, plinth

band,beam,column, lintel and slab. with 12mm to 20mm

size black hard crusher broken granite chips of

approved quality from approved quarry including mixing

and compacting to proper shape and size, level and

plumbs and finishing the exposed surfaces smooth,

scaffolding, watering and curing for the required period

including cost of all materials with taxes, royalties

transportation, loading and unloading, all labour,

sundries,T&P including hire & running charges of

concrete mixer and vibrator etc completed as per

direction of the Engineer-in-charge , including the cost

for centering and shuttering but excluding cost for

reinforcement bars for the work

8.1 Column base footing 178.90 cum 5369.85 960650.73

8..2 Plinth beam 39.69 cum 5670.31 225036.08

8.3 Column - Gr. Floor 59.49 cum 10490.83 624051.05

8.4 Column - 1st. Floor 37.75 cum 11593.45 437611.02

8.5 Column - 2nd Floor 9.73 cum 12913.96 125641.84

8.6 Lintel - Gr. Floor 9.49 cum 8232.15 78114.02

8.7 Lintel - 1st. Floor 8.07 cum 8883.03 71643.99



8.8 Beam -g floor 45.03 cum 10490.83 472446.81

8.9 Beam - 1ST floor 38.42 cum 11593.45 445420.12

8.10 Beam - Terrace floor 3.20 cum 12913.96 41376.75

8.11 Roof slab -G floor 125.40 cum 8554.98 1072763.17

8.12 Roof slab - 1st floor 103.58 cum 9270.43 960220.65

8.13 Roof slab - Head room level 8.49 cum 10126.34 86001.90

8.14 Staircase - Gr. Floor 12.55 cum 9055.44 113677.72

8.15 Staircase - 1st. Floor 10.16 cum 9870.99 100316.86

8.16 Chaja G floor 74.54 SQM 705.20 52565.54

8.17 Chaja 1st floor 38.51 SQM 781.53 30096.66

9 Reinforcement

.Providing, fixing TOR Fe-500 reinforcement bars for

RCC work of required diameter of approved quality with

straightening, cutting, bending, binding welding and

joining (if necessary) and tying the grills and placing in

position as required for R.C.C. work and providing fan

hooks, hoisting, lowering and laying including cost,

conveyance and taxes of M.S. Rods or tor steel and

binding wires of 18 to 20 gauge and labour required for

the work for bending, binding and tying the grills in all

heights as per the specification & direction of E-I-C.

(Linear measurements will be taken & quantity will be

calculated on standard weight. Weight of binding wire

will not be considered for measurement.)

Foundation and plinth 199.23 QNTL 5542.59 1104249.94

Ground Floor 298.27 QNTL 5542.59 1653170.03

First Floor 251.40 QNTL 5556.87 1397007.94

Terrace Floor 36.36 QNTL 5571.87 202593.25

10 Fly Ash Brick Masonary (1:6) (superstructure)

ref. from analysis

item no-3 page no-

73

Brick work with Fly Ash bricks size having crushing

strength not less than 75Kg/cm2 with dimensional

tolerance ±8 percent in cement mortar1:6 in Super

structure including watering curing, cost of carriage,

royalty and taxes of all materials, cost of all labour, T&P

etc complete as per the direction of E.I.C.

Substructure 97.27 Cum 3571.70 347419.26

Ground Floor 292.59 Cum 3605.00 1054786.95

First Floor 298.00 Cum 3778.20 1125903.60

Terrace Floor 90.50 Cum 3977.30 359945.65

11 Fly Ash Brick Masonary (1:4) (in superstructure)

ref. from analysis

item no-2 page no-

71

Fly ash bricks masonary work using having crushing

strength not less than 3.5 kg /cm2 in cement mortar

1:4) for half brickmasonary (110mm) walls

Ground Floor 30.66 Cum 3779.50 115879.47

First Floor 26.81 Cum 3817.80 102355.22

12 12 mm Plastering

ref. from analysis

item no-4 page no-

105

Providing 12mm thick cement plaster to the surface of

brick masonary wall with cement mortar (1:6) including

racking out joints, scraping and cleaning the surface

and finishing the plaster surface smooth using wooden

floats only to proper plumbs and level and making

grooves and beads to give required ornamental finish

as per drawings including cost of all materials,

conveyance, loading and unloading, all taxes and

royalities, all labour, scaffolding, watering and curing,

sundries and T&P etc all complete as per direction of

the Engineer- in- charge.

Ground Floor 2706.28 Sqm 102.20 276582.07

First Floor 2271.61 Sqm 105.70 240108.84



Terrace Floor 123.56 Sqm 109.30 13504.73

13 16 mm Plastering

ref. from analysis

item no-14 page no-

105

Providing 16 mm thick cement plaster to the surface of











Ground Floor 1031.40 Sqm 146.20 150791.17

First Floor 928.94 Sqm 149.40 138784.10


14 6 mm Plastering

ref. from analysis

item no-27 page no-

109

Providing 6mm thick cement plaster with cement mortar

of (1:4) to ceilings of roof slabs, stairs, landings, chajja,

shelves, columns, beams and lofts etc. including

roughening, scraping and cleaning and finishing the

plastered surface smooth using wooden floats only to

proper plumbs and level, making grooves and beads to

give required ornamental finish as per drawing including

cost of all materials, conveyance, loading and

unloading, all taxes and royalities, all labour,

scaffolding, watering and curing, sundries and T&P etc

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

Ground Floor 904.27 Sqm 112.10 101368.40

First Floor 729.35 Sqm 114.60 83584.05


15 Grading plaster

ref. from analysis

item no-18 page no-

48

4cm thick grading concrete 1:2:4 on roof slab with 12

mm and down graded size hard crusher broken grinite

chips including watering curing cost of materials add

water proofing compounds for the works etc, complete

as per the specification of the engineer-in-charge.

portico 91.86 Sqm 515.70 47372.20


b) Water proofing

AR

Providing and laying water proofing treatment in sunken

portion of wc, bathroom etc by applying cement slurry

mixed with water proofing cement compound as per

direction of Engineer-in-charge.

385.24 Sqm 417.34 160775.43

16 Artificial Stone Flooring

ref. from analysis

item no-2 page no-

84

Providing and laying 5cm artificial stone flooring with

cement concrete (1:2:4) including punning using 12mm

size hand broken granites chips. Including providing

and fixing glass strips in joints of cement concrete floors

in 1m x 1m grid. 40mm wide and 4 mm thick including

cost of all materials, labours, taxes & royalities,

conveyance, loading and unloading, sundries, T&P etc.

Complete as per the specification & direction of

Engineer- in- charge.

Ground Floor 873.14 Sqm 370.20 323235.82

First Floor 755.11 Sqm 377.40 284976.78

17 Cement Punning for skirting



ref. from analysis

item no-6 page no-

103

Providing and laying 12mm thick cement plaster (1:4)

over brick work with cement punning in skirting.

Including cost of all materials , labours, taxes &

royalities, conveyance, loading and unloading, sundries,

T&P etc. Complete as per the specification & direction

of Engineer- in- charge.

Ground Floor 84.27 Sqm 136.20 11477.70

First Floor 64.94 Sqm 138.30 8980.87

18 Antiskid Ceramic Tile Flooring

ref. from analysis

item no-16 page no-

91

Providing and laying best quality Anti skid Ceramic floor

tile of size 300mm x 300mm x 8mm of approved make

confirming to IS-15622 specifications in floor over

20mm thick cement moratar (1:4) to proper slope, line

and level including cutting to required size and shape,

fixing at corners and splays etc.Including finishing the

joints with epoxy based water proofing grout to match

the color and shade of tiles complete as per the design

& drawing with cost of all materials, labour, conveyance,

taxes, T&P etc. All complete as per the direction of


Ground Floor 80.20 Sqm 714.20 57278.84

First Floor 103.63 Sqm 720.30 74645.52

23 Glazed Dado

Providing and fixing 1st quality ceramic glazed wall tiles

conforming to IS:15622 (thickness to be specified by

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

shades except burgundy, bottle green, black of any size

as approved by Engineer- in- charge, in skirting, risers

of steps and dados, over 12mm 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 (Basic cost - 400/sqm)

ref. from analysis

item no-17 page

no-90 Ground Floor

356.66 Sqm 650.90

232147.25

First Floor 388.68 Sqm 660.10 256569.76

24 PVC Doors For Toilets

Supplying fitting fixing of P.V.C. door of approved quality

including cost of all materials labour T&P etc complete.

MR G FLOOR 28.73 SQM 1846.42 53047.53

FIRST FLOOR 26.64 SQM 1846.42 49188.52

25 DOOR FRAME

Supplying fitting and fixing of door frame made of

seasoned sal wood cost of all labour, all taxes and

T&P etc. complete.

1.89 CUM 46685.80 88236.16

AR

26 FLUSH Door

Supplying fitting and fixing of flush door made out of

32mm flush door including cost of all materials, cost of

all fittings (hinges, tower bolt, aldrop, hadle, screw etc.)

and cost of all labour, all taxes and T&P etc. complete.

AR Ground Floor 40.23 SQM 5395.30 217052.92

First Floor 17.40 SQM 5395.30 93870.69

Second Floor 1.89 SQM 5395.30 10197.12

B) MS DOOR



Supplying of M.S. Door, Window with grills, Grills,

collapsible gates made out of M.S. Angle frame, M.S.

Flat, Sheet etc of approved section & design,

electrically welded properly with all necessary locking

arrengement, and 1 coat red oxide primer including cost

of all materials, labour T&P, carriage of materials to site

etc. complete

Arrived from epm

rate Ground Floor782.75 KG 70.20 54948.75

First Floor 616.91 KG 70.20 43307.07

Second Floor 92.04 KG 70.20 6461.13

27 ALUMINIUM Windows

Supplying fitting and fixing ofALUMINIUM SLIDING

WINDOW including cost of all materials, cost of all

fittings WITH GLASS and cost of all labour, all taxes

and T&P etc. complete

Ground Floor 43.42 SQM 3169.00 137597.89

AR First Floor 32.81 SQM 3169.00 103958.98

B) M S WINDOW

M.S Panelled Window double leafed shutter with M.S.

Frame & Grill. Made out of the following materials .

Frame:-35x35x6mm M.S angle ,Shutter style Top &

Bottom rail 25x25x3mm M.S Angle.Window panel :-

1.0mm C.R. sheet. Pannel stiffener covering width of

each leaf:-19x5mm,M.S flat 2 nos on each leaf.Hinges

size:-100mm-4 nos(2 nos. each side) bought out as per

ISS.Hold fast :-35x35x6mm MS Angle 100 mm length

bifurcated at the tip 2 nos. on each side.Handle:-

19x5mm M.S Flat fabricated(inside) Tower bolt :2

nos.as per ISS.

Ground Floor 1715.64 KG 68.00 116663.52

Arrived from epm

rate First Floor 1449.1KG 68.00 98538.80

28 VENTILATORS

Arrived from epm

rate

Providing and fixing of Fixed Ventilators of approved

make to be fabricated from roll formed sections made of

pre-painted steel (base steel as per IS-513 of 0.6 mm

thick “D” quality, galvanized as per IS-277 with zinc of

120 Gm/Sq.mtr) with paint specification being with

primer of 5-7 microns and finished paint with polyster

paint (Black /Pearl white/ Chocolate Brown) of 12-16

microns alongwith the alkyd backer at the back of 5-7

microns and the sizes of outer frame being of 46x52

mm and with all vertical and horizontal mullions are of

46x70 mm and fixed beadings are of 18x25 mm.

Accessories / gaskets are to be used as per the

manufacturer’s supply and specification like handle

being made of high grade aluminium powder coated

and with nylon receiver and gasket will be made of

EPDM. All corner brackets are to be made of CRCA

with zinc phosphating. The mullion caps and louvered-

clips should be of glass filled nylon. The sections are to

be cut to length, mitre joined with corner bracket and

frames are fixed to the concrete/masonry walls by

means of self expanding screws and glass to be used of

5 mm with all taxes complete.

Ground Floor 19.05 Sqm 4412.00 84036.62

First Floor 23.57 Sqm 4414.00 104054.00

ref. from analysis

item no-15 page

no-251 Second Floor

2.53 Sqm 4414.00 11154.28

29 M.S. Grill



Providing, fitting & fixing M.S grill fabricated from 12mm

and 16mm square bars as per approved drawing and

design including cost, conveyance & taxes of all

materials, fabrication charges, fixing in position to RCC

columns / walls in cement concrete (1:2:4) and making

good to the damages complete as per direction of the

Engineer- in- charge. The rates shall be inclusive of all

cost of materials, labour, T&P shuttering etc complete.

Ground Floor 2521.45 Kg 57.60 145235.52

First Floor 2350.76 Kg 57.60 135403.78

Arrived from epm

rate

B)

Labour charges for fitting, fixing M.S. gates (M.S Door,

Window with grills, Grills, collapsible gates) as per

approved design including cost of all labour, T&P etc.

complete.

312.84 SQM 68.10 21304.40

30 S.S. RAILING

ref. from analysis

item no-11 page

no-244

Supplying, fitting of stainless steel of 304 grade in hand

railing using 50 mm dia of 2 mm thick circular pipe with

Balustrade of size 32 mmx32 mmx2 mm @0.90 mtr c/c

and stainless square pipe bracing of size 32mm x

32mmx 2 mm in 3 rows in stair case as per approved

design etc complete.

Ground Floor 33.64 Rmt 3209.86 107979.69

First Floor 19.60 Rmt 3209.86 62913.26

31 Synthetic Enamel Paint

ref. from analysis

item no-3 page no-

93

Painting synthetic enamel paint of approved brand and

manufacture of required colour to give an even shade

with two or more coats on new work over a coat of

suitable shade with primer of approved brand as per

manufacture's specification including cost of all

materials with taxes and transportation , all labour,

scaffolding, sundries, T&P etc. All complete as per the

direction of the Engineer- in- charge.

Ground Floor 211.98 Sqm 130.80 27726.69

First Floor 173.41 Sqm 133.90 23219.41

Second Floor 3.68 Sqm 137.04 504.52

32 PUTTY

ref. from analysis

item no-2 page no-

236

Providing and Finishing wall surface with Acrylic wall

putty (water based) of approved make and finished

smooth & even surface to receive painting including

cost of scaffolding etc. with cost of all materials, labour

T&P etc. complete.

Ground Floor 1945.90 SQM 75.90 147694.06

First Floor 1310.76 SQM 76.80 100666.53

Terrace Floor 75.55 SQM 77.70 5870.24

33 Weather coat

ref. from analysis

item no-20 page

no-99

Painting two coats with Water soluble weather coat

paints of approved shade to the outside walls over a

coat of primer by means of rollers to outside surface of

new walls including all cost of materials, scaffolding,

labour, watering & curing T&P etc complete as per

direction of E-I-C.

Ground Floor 45.8 SQM 119.20 5459.36

First Floor 45.8 SQM 121.10 5546.38

Second Floor 38 SQM 123.00 4674.00

34 ref. from analysis

item no-18 page

no-98

Cement paint



Providing and Finishing the wall surface wth water

proofing Cement paint two coats of approved shade on

new work to give an even shade etc, including all cost

of materials, scaffolding, labour, watering & curing T&P

etc complete as per direction of E-I-C.

Ground Floor 1031.40 Sqm 67.70 69826.01

First Floor 928.94 Sqm 69.00 64097.07

Second Floor 774.38 Sqm 70.40 54516.33


item no-7 page no-

46

Plinth protection

Making plinth protection 100mm thick of cement

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

stone aggregate) 12 mm well rammed including

finishing the top smooth. 12.04 Cum 4845.39 58315.13


item no-22 page no-

99

Distemper

Finishing the wall surface wth water proofing Cement

paint two coats of approved shade on new work to give

an even shade etc, including all cost of materials,

scaffolding, labour, watering & curing T&P etc complete

as per direction of E-I-C.

Ground Floor 3610.55 Sqm 45.00 162474.76

First Floor 3000.96 Sqm 46.00 138044.23

Second Floor 181.96 Sqm 46.90 8533.91

TOTAL CIVIL WORK 20482164.20

SAY 20482164

PLUMBING WORK

Sl. No Item of Works Qnty. Unit Rate (In Rs.) Amount (Rs.)

1 Providing all materials, labour, T&P for laying/fixing of following

dia CPVC pipes S.D.R-11 as per IS-15778 with ISI mark

including fixing of required size CPVC fittings like bend, Tee,

elbow, offsets etc. and the same fixed on wall or floor with holder

bat clamps screw in all floor or laying in trenches including

excavation of earth work in all kinds of soil & backfilling the

trenches as per specification & testing the joints with required water

presure.The cost inclusive of all taxes,duties,transportation

scaffolding etc. as per specification and direction of Engineer-in-

charge.

a) MR 20mm dia 343.20 Mtr. 186.70 64,075.44

b) MR 25mm dia 132.80 Mtr. 252.20 33,492.16

c) MR 32mm dia 95.50 Mtr. 371.70 35,497.35

d) MR 40mm dia 82.00 Mtr. 504.40 41,360.80

e) MR 50mm dia 98.80 Mtr. 783.10 77,370.28

2

MR

Providing all materials, labour, T&P for laying/ fixing of following

dia CPVC pipes Sch-80 as per ASTM-F-441 including fixing of

required size CPVC fittings like bend, Tee, elbow, offsets etc. and

the same fixed on wall or floor with holder bat clamps screw in all

floors or laying in trenches including excavation of earth work in all

kinds of soil & backfilling the trenches as per specification &

testing the joints with required water presure.The cost inclusive of

all taxes, duties, transportation, scaffolding etc. as per specification

and direction of Engineer-in-charge.

a) MR 65mm dia 25.00 Mtr. 565.10 14,127.50

Internal Water Supply & Sanitary Installation.




dia uPVC pipes as per IS-4985 with ISI mark of 6 kgf/cm2

including fixing of required size uPVC fittings

like,bend,Tee,elbow,offsets,etc. and the same fixed on wall or floor

with holder bat clamps screw in all floors or laying in trenches

including excavation of earth work in all kinds of soil & backfilling

the trenches as per specification & testing the joints with required

water presure.The cost inclusive of all taxes, duties, transportation,


charge.

a) MR 40mm dia 25.00 Mtr. 42.50 1,062.50

b) MR 50mm dia 25.00 Mtr. 56.30 1,407.50

4 Providing all materials, labour, T&P for fitting & fixing of following

water supply fittings confirming to IS-15778 with ISI mark as per

ASTM D-2846 & fixing with the pipes after cutting the pipes to

required shape & size including wastage etc. of following nominal

diameter, all complete including testing the joints with required

water pressure.The cost inclusive of all taxes,duties,transportation

scaffolding etc. all complete as per specification and direction of

Engineer-in-charge.

a) MR 25mm dia CPVC ball valve 47.00 No. 612.80 28,801.60

b) MR 32mm dia CPVC ball valve 28.00 No. 1149.00 32,172.00

c) MR 40mm dia CPVC ball valve 19.00 No. 1734.20 32,949.80

5 Providing all materials labour, T&P for making grooves in

bricks/stone masonary walls vertically or horizontally up to

required depth and width in all floor for laying of pipes and fittings

up to 50mm dia, testing the joints with required water pressure and

making good the damages with cement concrete 1:2:4 with 12mm

size h.g.c.b.chips and finished smooth with cement morter (1:4) to

original shape including cost of materials, curing, conveyance, taxes

of all materials etc. all complete as per specification & direction of

EIC.

887.98 Mtr. 143.50 127,425.55

6 Providing all labour,T&P for cutting holes in bricks or stone

masonry wall for taking pipes and making good the damages with

cement concrete 1:2:4 finished smooth with CP 1:4 to original

shape including cost of all materials, curing, conveyance, taxes,

duties etc. all complete as per specification & direction of Engineer-

in-charge.

a) MR For 15mm to 50mm dia pipe to pass in 125mm to 250mm thick wall 148.00 No. 34.80 5,150.40

b) MR For 75mm to 150mm dia pipe to pass in 250mm thick wall 77.00 No. 147.70 11,372.90

7 Providing all labour,T&P and cutting holes in RCC chajja/roof/floor

for taking pipes through and making good the damages with supply

of all required materials etc. complete as per the direction of the

Engineer-in-charge.

27.00 No. 114.30 3,086.10

8 Providing all materials, labour & T&P for fitting and fixing of white

glazed vitreous china water closet Indian Pan (450mmx350mm) of

approved make as per IS-2556 with ISI mark fixing on the floor

with 32mm PVC Long flush bend and cement concrete 1:2:4 for

fitting the closet etc. all respect in all floors including cost,

conveyance and taxes of all materials etc. all complete as per

specification and as per direction of EIC.

a) MR Indian Pan (450mmx350mm) 38.00 No. 2013.90 76,528.20

9 Providing all materials, labour, and T&P for fitting and fixing of

PVC low level cistern complete with all internal fittings of approved

make as per IS-7231 with ISI mark in all floor and providing of

necessary PVC wall plug, screws and 15mm dia PVC water

connecting pipe with union at both end including testing etc. all

complete as per specification & direction of Engineer-in-charge.

a) MR PVC low level Cistern 38.00 No. 1159.40 44,057.20




white glazed vitreous china water closet Squirting Pan

(450mmx350mm) of approved make as per IS-2556 with ISI mark

fixing on the floor with 32mm PVC Long flush bend and cement

concrete 1:2:4 for fitting the closet etc. All respect in all floors

including cost, conveyance and taxes of all materials etc. all

complete as per specification and as per direction of EIC.

a) MR Squirting Pan (450mmx350mm) 12.00 No. 2013.90 24,166.80

11 Providing all materials, labour, T&P for fitting and fixing of white

glazed vitreous china water closet (European pattern) 'P' or 'S' type

with cistern & seat cover, wash hand basin of size 460mmx360mm

with one pair basin bolt, one no. hinged rail 760mm long & 4 nos.

grab rails 600mm long including supply of sutaible PVC wall plug

and Brass screws etc. suitable for handicapped toilets in all floor

etc. all complete including cost, taxes and conveyance as per

specification all complete as per direction of Engineer-in-charge.

1.00 Set 81226.40 81,226.40

12 Supply all materials and labour for fitting and fixing of following

size white glazed vitreous china wash hand basin of approved

make in all floor with supply & fixing of basin bolts & Nut of

approved quality including cutting the walls & floor and making

good the damages including testing with all taxes, duties,

transportation etc. all complete as per specification & direction of

EIC.

a) MR 630x450mm size WHB 30.00 Set 2076.50 62,295.00

13 Supply all materials, labour & T&P for fitting and fixing of

following sizes of white glazed vitreous china flat back, lipped front

urinal basin confirming to specification of approved make as per IS-

2556 with ISI mark in all floor along with supply & fixing of

necessary component parts like pair of C.I./M.S. bracket including

connection from existing water supply pipe line & testing the same

with all taxes, duties, transportation etc. all complete as per

specification & direction of the Engineer-in-charge.

a) MR 420x395x635mm size flat back large standing urinal 14.00 Set 3166.60 44,332.40

14 Providing all materials, labour, T&P for fixing of following sizes of

bevelled edge mirror of 5mm thick mounted on 4mm thick AC sheet

& CP cup screw with PVC wall plugs in all floor including cost,

conveyance, taxes of all materials complete as per specification and

direction of E.I.C.a) MR 600mm x 450mm size 17.00 No. 632.80 10,757.60

15 Providing all materials, labour,T&P and fittings and fixing of

different water supply (CP on Brass) fitting (Quarter Turn) as per

IS specification & approved make in all floor of following sizes and

specification with leak proof threaded joints with thread seal tape or

any other method as required and directed including all taxes,

duties, transportation etc., testing and rectification of defects after

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

a) MR 15mm dia Short Body Bibcock with wall flange 44.00 No. 977.90 43,027.60

b) MR 15mm dia Angle Stop cock with wall flange 105.0000 No. 705.10 74,035.50

c) MR 15mm dia Pillar cock 32.0000 No. 1013.70 32,438.40

d) MR Single Lever Basin Mixer without Pop-up waste 32.0000 No. 2255.60 72,179.20

e) MR Angle Cock Auto closing system for urinal with CP connection pipe 32.0000 No. 1595.50 51,056.00

f) MR O.H. Shower of Square shape of size 150mmx150mm with Shower

Arm 20mm dia x 450mm long & Wall Flange.

5.0000 No. 1150.00 5,750.00

g) MR C.P. Soap Dish Holder 5.0000 No. 481.70 2,408.50

h) MR Towel Ring Square with round flange 5.0000 No. 656.00 3,280.00

i) MR CP Towel Rail of 600mm long 5.0000 No. 970.00 4,850.00

j) MR 600mm long Glass Self 5.0000 No. 905.10 4,525.50

k) MR Single lever High flow Divertor with Button assembly & exposed

parts kit consisting of operating lever, wall flange (with seals) &

Button.

5.0000 Nos. 3350.00 16,750.00

l) MR Bath Spout with wall flange 5.0000 Nos. 1007.00 5,035.00

m) MR Health Faucet with 1.00m long PVC tube & wall hook 5.0000 No. 763.90 3,819.50

n) MR 15mm dia sink cock with swivel casted spout (Wall mounted 6.0000 No. 1091.60 6,549.60

o) MR 32mm dia C.P.waste (Half Threaded) 41.0000 No. 317.50 13,017.50

p) MR 32mm dia C.P. Doom Waste 9.0000 No. 377.00 3,393.00

q) MR C.P. Toilet paper holder with flap 5.0000 No. 820.30 4,101.50

r) MR C.P. Robe Hook 5.0000 No. 425.20 2,126.00

s) MR 150mmx150mm size stainless steel hinged grating 38.00 No. 354.50 13,471.00



t) MR 15mmx50mm C.P. Extension piece 32.00 No. 166.60 5,331.20

u) MR 15mm CP Spreader 14.00 No. 519.00 7,266.00

16 Supply all materials, labour, T&P, fitting and fixing of uPVC SWR

(Ringfit) Pipes (Type-A) of approved make confirming to IS-

13592/1992 with ISI mark, both below & above ground level or

fixing on wall surface in all floors including excavation of earth

work in all kinds of soil & necessary back filling or required

scaffolding with all taxes, duties, transportation including testing

etc. all complete as per specification & direction of the EIC.

a) MR 110mm dia pipe 177.00 Mtr. 220.40 39,010.80

b) MR 75mm dia pipe 43.00 Mtr. 135.80 5,839.40

17 Supplying all materials, labour, T&P, fitting and fixing of following

dia uPVC SWR (Ringfit) fittings of approved make confirming to

IS-14735 with ISI mark with all taxes, duties, transportation &

requisite testing as per specification & direction of EIC.

a) MR 125mm x110mm P-Trap with lip ring 61.0000 No. 434.80 26,522.80

b) MR 110mmx110mm 'P' Trap 26.0000 No. 243.00 6,318.00

c) MR 110mmx75mm Nahani Trap 54.0000 No. 148.10 7,997.40

d) MR 110mm Multifloor Trap 198.0000 No. 156.60 31,006.80

e) MR 110mmx87.5º Plane bend 90.0000 No. 130.90 11,781.00

f) MR 110mmx87.5º door bend 82.0000 No. 150.20 12,316.40

g) MR 110mmx45º Plane Bend 56.0000 No. 122.30 6,848.80

h) MR 110mm Single Tee with Door 120.0000 No. 208.70 25,044.00

i) MR 110mm Double Tee with Door 54.0000 No. 411.20 22,204.80

j) MR 110mm dia single 'Y' 56.0000 No. 224.80 12,588.80

k) MR 110mm WC connector/Bend with lip ring 94.0000 Nos. 181.30 17,042.20

l) MR 110x75mm Reducer 70.0000 Nos. 107.30 7,511.00

m) MR 110mm dia Vent cowl 68.0000 Nos. 48.70 3,311.60

n) MR PVC Clamp Suitable for 110mm dia pipe 365.00 Nos. 72.80 26,572.00

18 Providing all materials, labour, T&P for fitting and fixing of

following size of 12mm thick toughened glass for urinal partition of

approved make in all floor with edge moulding & polishing with

chromium plated brass screws, G/W brackets 90° (Double Sided

Back Plate) of DORMA make with all taxes, duties, transportation

etc. all complete as per specification & direction of Engineer-in-

charge.

a) MR Toughened glass partition of Size-1200mm ht. x 600mm width for

Urinal Partition

6.00 No. 8334.00 50,004.00

19 Providing all materials, labour, T&P for fitting & fixing of following

sizes of Stainless Steel Kitchen Sink made out of 0.8mm thick sheet

with coupling & strainer, the flat boards for correct sandwitch

between the platform top & granite/marble slab & making good the

damages, fixing of 32mm dia PVC waste pipe etc. including

testing, commissing all complete as per specification & direction of

the Engineer-in-Charge.a) MR Stainless Steel Kitchen Sink of overal size-535 x 460 x 200mm . )

of popular range, satin.

6.00 No. 5115.40 30,692.40

20 Providing, fitting, fixing including testing & commissioning of

following capacity polyethylene moulded water storage cylindrical

tank with lid & locking arrangement as per IS-12701/1996 with ISI

mark including cutting holes of required size & shape. Providing,

fitting and fixing of CPVC water tank connector / Adaptor with jam

nut etc. for filling, delivery, overflow & wash out arrangements,

including hoisting upto a height of 10 mtr. above the ground level

& placing the tank of required position including construction of

brick masonry pedestal up to 450mm ht. from roof with RCC

(M-20) base slab, beam of approved design & 125mm thick brick

masonry wall up to 2/3 ht.of tank (all round) in C.M. 1:4, 12mm

C.P. 1:4 over brick work etc. all complete as per specification &

direction of EIC.

a) MR 5000 Ltr. capacity 3.00 No. 57830.00 173,490.00



Providing, fitting, fixing including testing & commissioning of












direction of EIC.

MR 500 Ltr. capacity 2.00 Nos. 24728.00 49,456.00

Providing all materials, labour, T&P for fitting & fixing of storage

water heater of following capacity & fixed on the wall with bolt &

nut after drilling of suitable bolt holes including supply of clamp,

bolt, washer, wall plug etc. suitable for the water heater. The cost

inclusive of all taxes, duties, transportation, scaffolding etc. all

complete as per specification & direction of EIC.

25 ltr. Capacity 5 star rating Water Heater 2.00 Nos. 8381.00 16,762.00

21 AR Providing all material, labour, T&P and construction of Gully Trap

chamber of size as mentioned below with 250mm nominal size

flyash Brick having crushing strength not less than 75kg/ sqcm in

CM 1:4 over a bed of 100mm thick C.C. (1:3:6) using 40mm size

HG metal, plastering with 12mm thick cement plaster with cement

punning in cement mortar 1:4 on inner surface and 12mm thick

cement plaster in cement mortar (1:4) on external surface,fitting &

fixing of PVC Gully Trap and pre-cast factory made (SFRC) cover

with frame of opening size 260mmx260mm, moulding and shaping

the channel & benching with C.C (1:2:4) with hard granite chips

12mm size, earth work excavation in all kinds of soil & rock and

filling the cavity of the chamber with excavated & selected earth

levelling the surface around the chamber with disposal of surplus

earth within 50mt lead as per specification, design & drawing

including cost of curing and all taxes, royalty, cost, conveyance etc.

all complete as per specification & direction of EIC.

a) Inner size 300mmx300mmx450mm depth Gully Trap chamber 35.00 No. 1783.00 62,405.00

22 MR Providing all materials required for construction of inspection

chamber with Fly Ash bricks of size 25cm x 12cm x 8cm having

crushing strength not less than 75Kg/Sqcm in C.M (1:4), PCC 1:3:6

with 40mm size hard granite crusher broken metal of 100mm thick,

12mm thick cement plaster 1:3 both in outer & inner surface of the

wall & bottom, earth work excavation in all kinds of soil/rock

including back filling with selected excavated earth duly watered &

rammed. RCC M-20 with 20mm & down size H.G crusher broken

chips having minimum cube strength 200Kg/Sqcm at 28 days

confirming to IS-453/76 & IS-3370 for roof slab of 125mm average

thick with form work as per the requied size including cost for MS

reinforcement as per approved design & drawing & fixing of Pre-

cast factory made manhole cover with frame (SFRC medium duty)

for opening of 500mm including cost of all materials, labour, T&P

etc. complete as per specification & direction of Engineer-in-

charge.

a) Inner size 750mm x 750mm x 500mm depth 8.00 No. 8974.00 71,792.00

Total 1,943,643.68

Say 1,943,644.00

1 Earth work :

a)

Ref. from analysis

item no-1,2,3 page

no-1,2,4

Earth work in all kinds of soil within 50m initial lead & 1.5m initial

lift including dressing, levelling & breaking clods to maximum 5cm

to 7cm & laying in layers not exceeding 0.3m in depth & as per

specification & direction of Department.

45.00 Cum. 138.40 6,228.00

External Sewerage Disposal System.



b)

AR

Filling foundation trenches and Plinth with excavated & selected

earth, laying in layers not exceeding 23cm thick well watered &

rammed etc. complete including labour , T&P, lead & lift cost &

conveyance, loading, unloading etc. complete as per specification &

direction of EIC.

43.00 Cum. 76.90 3,306.70

2

Ref. from analysis

item no-7 page no-

46

Providing all materials,labour,T&P for construction of Cement

Concrete (1:2:4) Pedestal with 12mm size h.g.c.b. chips as per

approved design & drawing for uPVC pipe. The cost inclusive of all

taxes, royality, hire & running charges of all machineries,

Transportation charges with all consumables etc. all complete as per

specification & direction of EIC.a) MR For 160mm dia pipe:- 51.00 Nos. 979.00 49,929.00

b) MR For 110mm dia pipe:- 26.00 Nos. 700.00 18,200.00

3 Providing all materials, labour, T&P and laying of uPVC in standard

lengths suitable for push on joints including lowering the pipes in to

trenches to required depth below G.L, with proper allignment &

gradient, testing, commissioning, de-watering (if required) including

all taxes & duties etc. all complete as per specification & direction

of EIC. (Excluding cost for earth wok, back filling which will be

paid separately).a) MR For 160mm dia pipe:- 53.00 Mtr. 458.20 24,284.60

b) MR For 110mm dia pipe:- 27.20 Mtr. 220.40 5,994.88

4 Providing all materials, labour, T&P required for construction of

RCC M-25 man hole chamber of following sizes having cube

strength 250 Kg/cm2

at 28 days confirming to IS-456/2000 & IS-

3370 at all locations & height using h.g. stone aggregate (Crusher

broken) of 20mm & down size including machine mixing, lifting,

hoisting, conveying, placing in position, mechanical consolidation,

curing, de-watering (if required). The minimum thickness of RCC

base slab, all side walls & roof slab shall be not less than 150mm,

150mm & 125mm (avg.) respectively. The cost shall be inclusive of

rigid, levelled & plumbed centering & shuttering to required slope,

allignment & size for all kinds of RCC work with steel/ ply

centering materials with all bracing, ties, anchorage & supports and

removing the same after required paid & placing

M.S.Reinforcement HYSD bar of required dia including cutting,

bending, straightening of approved quality as per approved design

& drawing & tying the grills for RCC works & placing in position

using binding wires (18 to 20 gauge soft drawn & cold annealed).

PCC 1:3:6 with 40mm size h.g.c.b. metal of 100mm thick, moulding

& shaping the channel & benching with C.C. 1:2:4 with 12mm size

h.g.c.b. chips, 12mm thick cement plaster 1:3 with cement punning

on inner wall surface, earth work excavation in all types of soil/rock

including cement concrete cutting as per site condition, filling the

foundation base with sand duly watered & rammed, providing,

fitting & fixing of pre-cast factory made man hole cover with frame

(SFRC heavy duty) for clear opening 560mm dia, providing, fitting

& fixing of poly propylene steel reinforced man hole steps of

approved quality & size in two parallel line of 300mm spacing in

vertical wall with centre to centre 375mm (staggered) etc.all


a) AR Manhole chamber of Inner size 800mmx900mmx 900mm depth. 11.00 Nos. 19360.00 212,960.00

b) AR Extra for every additional depth of 0.10mtr. or part there of manhole

size 800mmx900mm from 900mm depth upto 1500mm depth.

4.11 Mtr. 10767.00 44,301.50

Total:- 365,204.68

Say :- 365,205.00



Sl. No Item of Works Qnty. Unit Rate (In Rs.) Amount (In Rs.)

1 Earth Work:

a)

Ref. from analysis

item no-1,2,3 page

no-1,2,4





i) Upto 1.50m initial lift 62.00 Cum. 138.40 8,580.80

ii) From 1.50m to 3.00m lift 52.40 Cum. 148.60 7,786.64

b)

AR





direction of EIC.

52.40 Cum 76.90 4,029.56

2

ref. from analysis

item no-15 page

no-8

Filling the pipe line trenches with sand including watering &

ramming etc. complete including all labour, T&P, cost of sand,

conveyance, taxes, royality, loading & unloading as per

specification & direction of EIC.

2.20 Cum 271.00 596.20

3

ref. from analysis

item no-3 page

no-43

Providing and laying plain cement concrete (1:3:6) in foundation

and bottom layers using 40mm size hard black crusher broken

granite metal of approved quality and size from approved quarry

including cost, conveyance, royality, all taxes complete and

providing all labour T&P for machine mixing, lowering, laying and

compacting to proper thickness, watering and curing for the

required period and including dewatering (if required) as per the

specification & direction of Engineer-in-charge.

4.40 Cum 4509.00 19,839.60

4

ref. from analysis

item no-1 (d)

page no-260

Providing all materials, labour, T&P for laying R.C.C. M-30

having minimum cube strength of 300 Kg/cm2

at 28 days confirming

to IS 456/79 & IS 3370 for water tank at all location & height using

graded H.G stone aggregate of 20mm & down size including

machine mixing, lifting, conveying, placing in position mechanical

consolidation curing, dewatering (if necessary) & testing the

concrete for water tightness, rectification of defects if any etc.,

complete all as per specification & drawing including cost of all

material, labour, machinery hire charges, T&P and all testing

charges (but excluding cost of reinforcement bars, binding wirings,

centering & shuttering etc.) as per the specification & direction of

Engineer-in-charge.

25.46 Cum 5443.50 138,568.25

5

ref. from analysis

item no-10 page

no-53

Providing & making strong, rigid, levelled & plumbed centering &

shuttering to required shape, allignment & size for all kinds of RCC

works with wooden or steel centering materials with all bracing,

ties, anchorage & supports including provision for necessary holes

for P.H. works including cost of nails etc. complete & dismantling

& removing the same after required interval from the date of casting

including cost of all materials with transportation, hire charges,

taxes, loading, unloading all labour, T&P, sundries etc. complete as

per the specification & direction of the Engineer-in-charge.

197.20 Sqm 331.10 65,292.92

6 ref. from analysis item

no-9.A page no-52

Cutting, bending, binding, straightening HYSD bars of required

diameter of approved quality as per approved design & drawing &

tying the grill for RCC works & placing in position using binding

wire (18 to 20 gauge, soft drawn & cold annealed) including cost of

all labour, material, sundries, T&P, scaffolding etc. all complete as

per the specification & the direction of Engineer-in-charge.

24.20 Qntl 5542.80 134,135.76

liquid depth of 2 year cleaning interval.

RCC Septic Tank of inner size 5.00x1.60x1.40m



7

ref. from analysis

item no-29 page

no-110

Providing plaster with cement mortar including cement punning/

bitumen painting where required finished smooth over brick work

with waterproofing cement based compound of approved quality

including finishing smooth to proper slope and plane including cost

of all materials with conveyance, royalty, taxes, watering,

scaffolding and curing, all labour and T&P etc. complete as per


a) 12mm thick C.P. 1:3 with punning 90.20 Sqm 151.80 13,692.36

8

ref. from analysis

item no-10 page

no-53

Providing and laying Cement concrete(1:2:4) for A.S. Flooring of

25mm average thick using graded hard granite stone aggregate of

12mm size of approved quality and from approved quarry, laid to

level and slopes, including finishing smooth or checkered with

floating coat of cement punning, watering and curing etc. complete

as per drawings specification and direction of Engineer-in-charge.

20.40 Sqm 243.40 4,965.36

9

ref. from analysis

item no-7 page

no-44

Providing and laying cement concrete (1:2:4) in foundation and

bottom layers using 12mm size hard black crusher broken granite

chips of approved quality and size from approved quarry including

cost, conveyance, royality, all taxes complete and providing all

labour T&P for machine mixing, lowering, laying and compacting to

proper thickness, watering and curing for the required period and

including dewatering (if required) as per the specification &


0.60 Cum 5680.30 3,408.18

10 Providing, fitting & fixing of following sizes of precast factory

made RCC man hole cover with frame including locking

arrangement. The cost inclusive of all labour, T&P, taxes,


EIC.

a) 500mm dia clear opening RCC man hole cover with frame.(medium

duty)

6.00 No. 1263.00 7,578.00

11 Providing, fitting & fixing of Poly Propylene man hole steps of


vertical walls with centre to centre 375mm (staggered).The cost

inclusive of all labour, T&P, taxes, transportation etc. all complete

as per specification & direction of EIC.

40.00 No. 269.00 10,760.00

12 Providing, fitting & fixing of 110 diax1.80m long UPVC SWR pipe

(Type-A) of approved make confirming to IS-13592/1992 with Vent

Cowl including construction of cement concrete pedestal (1:2:4) of

size 0.30mx0.30mx0.45m ht. The cost inclusive of all labour, T&P,

taxes, transportation etc. all complete as per specification &

direction of EIC.

2.00 No. 590.00 1,180.00

13 Providing, fitting & fixing of 150mm dia S.W. Tee. The cost



4.00 No. 500.00 2,000.00

14 Providing all labour, T&P for benching & making Channel for inlet

& outlet chamber.

2.00 Job 97.90 195.80

Total :- 422,609.43

Say:- 422,609.00


1 Earth Work:

a) Ref. from analysis item

no-1,2,3 page no-1,2,4




specification & direction of Department.i) Upto 1.50m initial lift 15.93 Cum. 138.40 2,204.40


b) AR Filling foundation trenches and Plinth with excavated & selected




direction of EIC.

6.00 Cum 76.90 461.40

Soak Pit of Inner Dia 1.50m & depth 3.00m



c) AR Providing all material, labour & T&P for filling the both inner &

outer surface of soak pit with 40mm size hard granite hand broken

metal etc. complete including lead & lift cost & conveyance,

loading, unloading etc. complete as per specification & direction of

EIC.

15.20 Cum 2132.30 32,410.96

2

ref. from analysis

item no-15 page

no-8

Filling the foundation trenches with sand including watering &




0.20 Cum 271.00 54.20

3

ref. from analysis

item no-3 page

no-43









0.40 Cum 4509.00 1,803.60

4

ref. from analysis

item no-2 page

no-71

Providing all material, labour, T&P for Fly ash Brick masonry work

using Fly ash of 25cm X 12 cm X 8 cm size having crushing

strength not less than 75Kg/Sqcm. in cement mortar (1:4) including

cost, conveyance, taxes, royalties, loading and unloading of all

materials and labour and scaffolding, watering, curing T&P etc.,

complete as per the specification & direction of the Engineer-in-

charge. a) Foundation & Plinth 3.00 Cum 3831.80 11,495.40


item no-9A page no-

52

Providing all material, labour, T&P for using Dry Fly ash Brick of

25cm X 12 cm X 8 cm size having crushing strength not less than

75Kg/Sqcm. including cost, conveyance, taxes, royalties, loading

and unloading of all materials and labour and scaffolding, watering,

curing T&P etc., complete as per the specification & direction of

the Engineer-in-charge. a) Foundation & Plinth 3.80 Cum 2972.50 11,295.50

6 Providing all materials, labour, T&P for laying R.C.C. M-20

having minimum cube strength of 200 Kg/cm2 at 28 days

confirming to IS 456/79 & IS 3370 for water tank at all location &

height using graded H.G stone aggregate of 20mm & down size

including machine mixing, lifting, conveying, placing in position

mechanical consolidation curing, dewatering (if necessary) &

testing the concrete for water tightness, rectification of defects if

any etc., complete all as per specification & drawing including cost

of all material, labour, machinery hire charges, T&P and all testing



Engineer-in-charge.

0.60 Cum 5067.70 3,040.62

7 Providing & making strong, rigid, levelled & plumbed centering &









4.00 Sqm 331.10 1,324.40

8 Cutting, bending, binding, straightening HYSD bars of required






0.60 Qntl 5542.80 3,325.68

9 Providing plaster with cement mortar including cement punning/









a)ref. from analysis

item no-3 page no-

102

12mm thick C.P. 1:4 14.00 Sqm 116.10 1,625.40


item no-16 page no-

106

12mm thick C.P. 1:4 with punning 10.40 Sqm 138.60 1441.44

c) ref. from analysis

item no-7 page no-

103

12mm thick C.P. 1:4 with punning and bitumen painting over

wall top.

2.40 Sqm 158.30 379.92





EIC.a) AR 500mm dia clear opening RCC man hole cover with frame.(Medium

duty)

2.00 No. 1263.00 2,526.00

Total :- 75,647.64

Say:- 75,648.00

Grand Total 2,807,106.00

SAY 2,807,106.00

Serial No Description of Items Qnty UNIT Unit Rate Total Amount

INTERNAL WIRING.

1 MR

Recessed wiring to light point / first light of group control/ call

bell point/ exhaust fan point /wall fan point with 1.5 sq.mm FR

PVC insulated single core multistrand copper conductor of ISI

marked in 20 mm dia non-metalic PVC conduit with 6 Amp,

250 V clip in type switch ISI marked and ceiling rose ISI

marked mounted on G.I modular box with face plate & cover

of suitable size , with 1.5 sq.mm FR PVC insulated single

core multistrand copper conductor as earth wire including all

accesories and connection as per direction of Engineer in

Charge.

SCHOOL 287 Nos. 670.00 192290.00

2 MR

Recessed wiring to secondary light point looped from primary

light point with 1.5sqmm FR PVC insulated single core

multistrand copper conductor of ISI marked with 20mm dia

non-metallic PVC conduit with 1.5sqmm FR PVC insulated

single core multistrand copper conductor for running earth

including 3 plate ISI marked Ceiling rose with all accessories

& connection as per direction of Engineer in charge.

Average Length: 3 mtr

SCHOOL 82 Nos. 354.00 29028.00

3 MR

Recessed wiring to ceiling fan point with 1.5sqmm FR PVC

insulated single core multistrand copper conductor of ISI

marked with 20mm dia non-metallic PVC conduit with 6Amp

250V Modular Switch,Stepped type Moudular Regulator,

Base & Cover with 1.5sqmm FR PVC insulated single core

multistrand copper conductor for running earth including all

accessories & connection as per direction of Engineer in

charge. (Make of wire: finolex/ Anchor/ Havels/L&T/KDK)

Group B

SCHOOL 110 Nos. 1155.00 127050.00

4 MR

Recessed wiring to Twin control light point with 1.5 sq.mm

FR PVC insulated single core multistrand copper conductor

of ISI marked in 20 mm dia non-metalic PVC conduit with

6Amp, 250 V clip in type 2way switch ISI marked and ceiling

rose ISI marked mounted on G.I modular box with face plate

& cover of suitable size , with 1.5 sq.mm FR PVC insulated

single core multistrand copper conductor as earth wire

including all accesories and connection as per direction of

Engineer in Charge. ( Make of wire Finolex/ L&T / Anchor /

Havels / V Guard )Group C

SCHOOL 9 Nos 1058.00 9522.00

5 MR

Recessed wiring for 5 / 6 amp socket outlet with 6Amp, 250

V clip in type modular switch ISI marked mounted on G.I

moular box with face plate & cover of suitable size including

all accesories and connection on same switch board as per

direction of Engineer in Charge.

SCHOOL 32 Nos. 573.00 18336.00

ELECTRICAL WORKS



6 MR

Recessed wiring for 5 / 6 amp socket outlet with 2 x 1.5

sq.mm FR PVC insulated single core multistrand copper

conductor of ISI marked in 20 mm dia non-metalic PVC

conduit with 6Amp, 250 V clip in type switch ISI marked

mounted on G.I moular box with face plate & cover of suitable

size , with 1.5 sq.mm FR PVC insulated single core

multistrand copper conductor as earth wire including all

accesories and connection on separate board as per direction

of Engineer in Charge.

SCHOOL 110 Nos. 879.00 96690.00

7 MR

Recessed wiring for 2 x 6 amp socket outlet controlled by 2

nos 6Amp, 250 V clip in type switch ISI marked mounted on

single G.I moular box with face plate & cover of suitable size

including all accesories and connection on separate board as

per direction of Engineer in Charge.

SCHOOL 23 Nos. 870.00 20010.00

8 MR

Recessed wiring for 6 pin 16 amp socket outlet with 16Amp,

250 V clip in type switch ISI marked mounted on G.I moular

box with face plate & cover of suitable size including all


Charge.

SCHOOL 32 Nos. 750.00 24000.00

9 MR



box with face plate & cover of suitable size , with 1.5 sq.mm


as earth wire including all accesories and connection as per


SCHOOL 10 Nos. 853.00 8530.00

10 MR

Recessed wiring for A.C/ Power socket outlet with industrial

type socket outlet, plug top and metal chained cover in sheet

steel enclosure ,20A/32A SP MCB including all accesories

and connection as per direction of Engineer in Charge.

SCHOOL 10 Nos. 669.00 6690.00

SUBTOTAL 532146.00

SUBMAIN.

11 MR

Recessed wiring to submain in 4 x 10 sq.mm FR PVC


marked confirming to IS-694/1990 in 40 mm dia non-metalic

heavy duty PVC conduit 1.6 mm thick along with 2 x 6 sq.mm


as earth wire as equired. ( For PDB)

SCHOOL 150.00 Mtrs 575.00 86250.00

12 MR






as earth wire as equired. ( For LDB & CDB )

SCHOOL 132.00 Mtrs 354.00 46728.00

B) MR






as earth wire as equired. (For DB )

STAFF QUARTERS 39.00 Mtrs 213.00 8307.00

13 MR




heavy duty PVC conduit 1.6 mm thick along with 1 x 2.5


conductor as earth wire as equired. (For AC &POWER

SOCKET POINTS )

SCHOOL 1256.00 1256 167.00 209752.00

14 MR

Recessed wiring to submain in 2 x 2.5 sq.mm FR PVC





conductor as earth wire as equired. (From DB to Switch

Board & 2x5A SOCKET POINTS )



SCHOOL 2086.00 Mtrs 135.00 281610.00

15 MR






conductor as earth wire as equired. (For Switch Board

Looping )

SCHOOL 1480.00 Mtrs 117.00 173160.00

SUBTOTAL 805807.00

DB.

MR

Supply and fixing of following way three pole and neutral,

sheet steel, MCB distribution, 415 V on surface / recess,

complete with tinned copper bus bar, neutral bus bar, earth

bar, din bar, hinged front acrylic cover for the MCB knobs

detachable gland plate, interconnections, phosphatized and

powder painted including earthing etc. as required wih

necessary MCB , RCCB / ISOLATORS as required.

16

Supply, fixing, erecting, connecting and commissioning of

indoor type dust and vermin proof, sheet steel clad ready

made, double door horizontal type powder coated wall

mounted 4 way TPN Distribution Boards suitable for 440

V, three phase, 4 wire 50 Hz AC Supply complete with

bottom detachable plate for interconnections etc as

below.Incommer 1 No-25A FP RCCB (100mA) Outgoings-6-

32 A SP MCB- 12 Nos, (For GF LDB /CDB,1F LDB/CDB)

SCHOOL 4 Nos. 7262.00 29048.00

17








32 A SP MCB- 12 Nos, (For PDB)

0.00

MR SCHOOL 4 Nos. 7273.00 29092.00

MR




mounted 4 way TPN Distribution Boards suitable for 440 V,

three phase, 4 wire 50 Hz AC Supply complete with bottom

detachable plate for interconnections etc as below.Incommer

1 No-25A FP RCCB (100mA) Outgoings-6-32 A SP MCB-

12 Nos, (For GF LDB)

0.00

BOYS HOSTEL 2 Nos. 7273.00 14546.00

0.00

MR








18 Nos,(For 1F L+PDB)

0.00

BOYS HOSTEL 2 Nos. 8459.00 16918.00

MR




mounted 16 way SPN Distribution Boards suitable for 240 V,

Single phase, 2 wire 50 Hz AC Supply complete with bottom

detachable plate for interconnections etc as below.

Incommer 1 No-40A DP RCCB (100mA) Outgoings-6-32 A

SP MCB-12 Nos

STAFF QUARTERS 2 Nos. 6886.00 13772.00



MR








SP MCB-6 Nos


SUBTOTAL 107569.00

PANEL

MR

Supply, installation,testing & commissioning of floor mounting

front operated front access extensible type cubicle panel

totally enclosed, dust and vermin proof with IP-42 /55

protection with hinged and lockabale doors.CRCA sheets

including interconnections,tinned copper crimping lugs,

bonding to earth and painting suitable for use at 415 V,

3phase 4 wire 50 Hz system, and to withstand a fault level of

35 KA symmetrical for 1 sec at 415 V complete as per

specifications, as required and as below : All switchboards

shall have provision for entry of cables from the bottom as

required. All live accessible parts shall be shrouded and all

equipment shall be finger touch proof. The bus bars shall be

insulated with heat shrinkable sleeves.SMC/DMC shrouds

and busbar supports shall be used with Indication lamp, C.T

, Digital Voltmeter, Digital Ammeter and control fuse etc.

complete.

18

Main Panel(SCHOOL) with 63A 4P MCCB -1 No as incomer

, 40A 4P MCB -3 Nos , 25A 4P MCB -5 Nos & 32A 2P MCB -

3 Nos as Outgoing with E.C Busbars with 1no 65KA VSD

along with 1no 32A 4P MCB .

SCHOOL 1.0000 set 92428.00 92428.00

MR

Main Panel(HOSTEL) with 63A 4P MCCB -1 No as incomer ,

40A 4P MCB -3Nos , 25A 4P MCB -2 Nos & 32A 2P MCB -3

Nos as Outgoing with E.C Busbars with 1no 65KA 4P VSD


HOSTEL 2.0000 set 85972.00 171944.00

MR

PANEL with 40A 4P MCB -1 No as incomer ,5-30A Digital 1

phase energy Meter -3 nos followed by 40A 2P MCB-3 Nos

as Outgoing with Electrolytic Copper Bus Bars.

STAFF QUARTERS 1.0000 set 52826.00 52826.00

SUBTOTAL 317198.00

FIXTURE

MR

Supply, Installation, Testing and Commissioning of pre-wired

fluorescent fiiting / compact fluorescent fitting /LED fitting of

all sizes complete with all accessories and lamp etc. directly

on ceiling /wall or recessed in false ceiling , including

connection with 1.5 sq.mm FR PVC insulated single core

multistrand copper conductor and earthing as required.

19

Ceiling/ Wall mounted indoor type BULK HEAD LED

Luminaire with LED Lamp similar to Syska SSK-BH-9W or

equivalent.

SCHOOL 11 Nos. 1290.00 14190.00

20 MR

Supply & fixing of Wall / Ceiling mounted indoor type

BATTEN LED Luminaire of Ujalla Scheme ( Energy

Efficiency Services Ltd - EESL)

SCHOOL 218 Nos. 353.00 76954.00

21 MR

Supply & fixing of 1x9 watt LED lamp of Ujalla Scheme (

Energy Efficiency Services Ltd - EESL ) on existing

Angle/batten holder

SCHOOL 48 Nos. 112.00 5376.00

22 MR

Supply & fixing of Surface mounted round type indoor type

LED Luminaire with LED Lamp similar to Syska SSK-SDC-

18W-N or equivalent.

SCHOOL 9 Nos. 1555.00 13995.00

23 MR

Supply , fixing & termination of Outdoor Street Light LED

Luminaire with 25w LED Lamp similar to Syska SSK-SLF-CF-

25W or equivalent.

SCHOOL 10 Nos. 1868.00 18680.00



B) MRCeiling mounted indoor type T5 LED Luminaire with LED

Lamp Similar to WIPRO 2XTLED or equivalent.

18 Nos. 3209.00 57762.00

24 MR

Supply, Installation, Testing and Commissioning of ceiling fan

1200mm sweep, including wiring the down rods of standard

length (upto 30 cm) with 1.5 sq.mm FR PVC insulated single

core multiatrand copper conductor etc. as required.

SCHOOL 102 Nos. 1748.00 178296.00

25 MR

Supply, Installation, testing and commissioning of exhaust fan

of 300 mm sweep 900 rpm in the existing opening, including

making the hole to suit the size of the above fan, making

good the damage complete, connection, etc as required.

SCHOOL 46 Nos. 3316.00 152536.00

SUBTOTAL 517789.00

EARTHING

28 MR

Earthing with copper earth plate 600 mm x 600mm x 3.15

mm thick ISI marked including accessories and providing

masonary with cover plate having loccking arrangement and

watering pipe etc with charcoal and salt as required.

SCHOOL 8 set 6440.00 51520.00

29 MR

Supplying and laying 25 mm x 6 mm CU earth strip ISI

marked at 0.5 meter below ground level as strip earth

electrode including soldering etc. as required.

SCHOOL 141 Rmt 568.00 80088.00

30 MR


marked on surface or in recess for connection etc as

required.

SCHOOL 79 Rmt 607.00 47953.00

SUBTOTAL 179561.00

TV & TELEPHONE

31 MR

Recessed wiring to telephone point with clip in type modular

telephone socket (RJ 11) ISI marked mounted on G.I

modular box with face plate & cover of suitable size ,

including all accesories and connection as per direction of

Engineer in Charge.

SCHOOL 6 Nos. 396.00 2376.00

32 MR

Recessed wiring to LAN point with clip in type modular lan

socket (RJ45) ISI marked mounted on G.I modular box with

face plate & cover of suitable size , including all accesories


SCHOOL 15 Nos. 503.00 7545.00

33 MR

Recessed wiring to television point with clip in type modular

television socket ISI marked mounted on G.I modular box

with face plate & cover of suitable size , including all


Charge.

SCHOOL 10 Nos. 392.00 3920.00

34 MR

Supplying and fixing of 16 / 18 SWG metal box of 200 mm x

150 mm x 60 mm deep on surface / recess with suitable size

of phenolic laminated sheet cover in front including cutting

the wall and making good the same in case of recessed

conduit as required.

SCHOOL 8 Nos. 157.00 1256.00

35 MR

Supplying and fixing of 25mm PVC conduit along with

accessories in recessed wiring including cutting the wall and

making good the same in case of recessed conduit as

required.

SCHOOL 662 Rmt 82.00 54284.00

36 MR

Supplying and drawing one pair, 0.5 sq.mm FR PVC

insulated coper conductor, unarmoured telephone cable in

existing surface / recessed PVC conduit as required.

SCHOOL 154 Rmt 34.00 5236.00

37 MRSupplying and drawing UTP 4 pair LAN cat-6 cable in the


SCHOOL 454 Rmt 52.00 23608.00

38 MR

Supplying and drawing TV cable RG-6 grade, 0.7 mm solid

copper conductor PE insulated shielded with fine tined

copper braid & protected in the existing surface / recessed

PVC conduit as required.



SCHOOL 248 Rmt 28.00 6944.00

TOTAL 105169.00

GRAND TOTAL 2565239.00

1 AR

Dry stone pitching 22.5 cm thick including supply of

stones and preparing surface complete. 1078.05 SQM 381.02 410760.30

2 AR

Providing and laying in situ five course water proofing

treatment with APP (Atactic Polypropylene) modified

Polymeric memberane over roof consistingof first coat

of bitumen primer @0.40Kg per sqm, 2nd & 4th courses

ofbonding material @ 1.20 kg/sqm, which shall consist

of blown type bitumen of grade 85/25 conforming to IS :

702, 3rd layer of roofing membrane APP modified

Polymeric membrane 2.0 mm thick of 3.00 Kg/ sqm

weight consisting of five layers prefabricated with centre

core as 100 micron HMHDPE film sandwiched on

bothsides with polymeric mix and the polymeric mix is

protected on both side with 20 micron HMHDPE film.

5th, the top most layer shall be finished with brick tiles

of class designation 10 grouted with cement mortar 1:3

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

proofing compound by weight of cement over a 12 mm

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

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

separately).

2785.58 SQM 294.36 819949.52

3 AR

Providfing and fixing Expandable polystyrene (EPS),Self

Extinguishing (SE) Grade sheets of density 18 kg/m3 to 20

Kg/m3 and size 1000x 500x 50 mm on exterior wall on

smoth surface with adhesive and dowel nails fixed on it.

Application of 2-3 mm base coat of polymerized cementitious

coating over insulation layer reinforced fibre

mesh.Application of 2-3 mm of skin coat of polymerized

cementitious coating over embedded fiber mesh.

1179.80 sqm 1183.60 1396410.16

Total 2627119.99

Sl. No Item of Works Qnty. Unit Rate (Rs.) Amount (Rs.)

1 AR Conducting reconnaissance survey, integrated Hydrological &

Geophysical (Electrical Ressistivity method) survey and selection of

potential source for exploration of Ground Water including

selection and recommendation of site for drilling production wells in

selected area.

1.00 Job 8,500.00 8,500.00

2 Labour for drilling a perfectly vertical bore hole for a specified dia

for a specified depth below G.L through consolidated and un-

consolidated rocks with down the hole hammer drilling rig or

combination drilling rig (1200 cfm/ 300 psi) as required to suit the

site condition as per the direction of EIC including use of own rigs

with its accessories, T&P & consumables etc. for lowering of

200mm dia PVC/GI pipes for housing fitted with socket and with or

without well screen as per the necessity for soft, medium, hard and

boulder formation (GI/ PVC casing pipes, if required to prevent

collapse of over burden is to be provided by the contractor

including lowering and withdrawing after completion of the Tube

Well).

BOREWELL

Name of the work:

Sinking of 200mm x 150mm Dia Production Well - 01 Nos

MISCELLENEOUS ITEM



(a) Labour for drilling of 200mm dia & 150mm dia bore from '0' mtr. to

'100' mtr.

75.00 Mtr. 628.60 47,145.00

3 AR Providing & lowering the following size PVC pipes (ASTM) with

or without slotted pipes as per the necessity from 1.00m above

ground level up to required depth and fitting and fixing up in

perfectly vertical position, including cutting, threading pipe and

slotted pipe and supplying and fixing all jointing materials, T&P etc.

complete and keeping the top of the casing pipe threaded including

plugging the tube well to prevent entry of foreign materials from

above. The cost inclusive of pipes, fittings, labour, consumables,

POL, consumables with hire & running charges of machinaries etc.


(a) Lowering of 200mm (8'') dia PVC plastic pipes Sch-80 as per

ASTM-D-1785/2004 upto required depth.

75.00 Mtr. 1,578.30 118,372.50

4 AR Cleaning and developing the tube well using their own compressor

continuously worked till clear and adequate discharge is obtained

from the tube well including supply and use of all necessary

equipment, labour, all consumables, running & hire charges of

machinaries etc. all complete as per the direction of the EIC.

1.00 Job 4,584.40 4,584.40

5 Supplying all materials, labour & tools and plant and grouting with

cement slurry for sanitary sealing around the GI/PVC casing pipe up

to 3mtrs below ground level to plug the bore hole including cost of

cement all complete as per specification & direction of the Engineer-

in-Charge.

1.00 Job 2,585.10 2,585.10

6 AR Providing all materials required for construction of brick masonry

chamber for encasing the production well with Fly Ash bricks of

size 25cm x 12cm x 8cm having crushing strength not less than

75Kg/Sqcm in C.M (1:4), PCC 1:3:6 with 40mm size hard granite

crusher broken metal of 150mm thick on base & 100mm thick on

top of the chamber, encasing the annular area of casing pipe with

cement concrete 1:2:4 of minimum size 450mmx450mmx1200mm

height including form work, filling the inside cavity with sand, C.C.

1:2:4 on top of the chamber of 50mm thick, 12mm thick cement

plaster 1:4 on outer wall & top surface, earth work excavation in all

kinds of soil/rock including back filling with selected excavated

earth duly watered & rammed with smooth finishing. The height of

chamber should be 450mm from G.L. The cost inclusive of all

materials, labour, T&P etc. complete as per specification &


a) Outer size 1400mm x 1400mm x 1200mm ht. chambers 1.00 No. 12,500.00 12,500.00

C) Supply, installation, testing & commissioning of Submersible Pump set with accessories

1 AR Supply, Installation, testing & commissioning of 3-phase, 50Hz

Submersible pump set of required head & discharge including

HDPE delivery pipes of 10 Kgf/cm2

of material grade P.E.-80,

Suitable size of three core flat cable with Bore bunched copper

conductor insulated sheathed with PVC for Submersible Motor with

voltage grade up to 1100 Volt confirming to IS-694/1990 of

required length, out door control panel & required accessories

suitable for 200x150mm size Production Well with required

earthing & service connection from existing source etc. all complete


1.00 Job 50,000.00

(Provisional)

50,000.00

Total: 243,687.00


1 2 3


1 CIVIL WORKS


2 PH WORK

SubTotal 2744271.00

3 ELECTRICAL WORKS

SubTotal 2565239.00


SubTotal 2506447.98

5 BORE WELL

SubTotal 243687.00

Total 28827181.78




CONSTRUCTION OF UPGRADED HIGH SCHOOL AT MUNDAGAON CHAKAPADA,KANDHAMAL, ODISHA

PRICE SCHEDULE

SI. No. DESCRIPTION

ESTIMATED COST (Rs.) TO BE QUOTED BY TENDERER



4 5= (3 x 4 )

Sign and Stamp of EPIL Sign and Stamp of BIdder

1 2 3

1 CIVIL WORKS


2 PH WORK

SubTotal 2744271.00

3 ELECTRICAL WORKS

SubTotal 2565239.00


SubTotal 2506447.98

5 BORE WELL

SubTotal 243687.00

Total 28827181.78

CONSTRUCTION OF UPGRADED HIGH SCHOOL AT MUNDAGAON

CHAKAPADA,KANDHAMAL, ODISHA

BOQ SUMMARY SHEET

SI. No. DESCRIPTION


Sign and Stamp of EPIL Sign and Stamp of BIdder


CIVIL WORKS

1 Site Clearance

ref. from analysis

item no-3 page

no-198

Clearing and grubbing road land including

uprooting rank vegetation, grass, bushes,

shrubs ,sapling and trees girth up to 300 mm,

removal of stumps of trees cut earlier and disposal of

unserviceable material and stacking

of serviceable material to be used or auctioned, up to a

lead of 1000 metres including removal

and disposal of top organic soil not exceeding

150 mm in thickness. 1166.00 sqm 3.87 4509.03


ref. from analysis

item no-3 page

no-6

Earthwork in stoney earth and gravels mixed with stone

and boulder not exceeding 0.014 cum in volume within

50m initial lead and 1.5 m initial lift including rough

dressing and breaking clods to maximum 5 cm to 7 cm

and lying in layers not exceeding 0.3 m in depth and as

per specification approved by the department.

514.60 cum 199.55 102690.89

ref. from analysis

item no-5 page no-

4






ordered. 514.60 cum 324.36 166914.87


ref. from analysis

item no-2(a) page

no-2








Running charges of the water pumps, T & P required for

the work complete asdirected by the Engineer- in-

charge.

i) hard soil 931.31 cum 127.96 119168.81

ref. from analysis

item no-3 page no-

4

ii) Soft Rock 224.00 cum 199.6 44700.25

ref. from analysis

item no-19 page

no-9

iii) Hard Rock 224.00 cum 1690.20 378604.80


item no-8 page no-

6

Extra for every additional lift of 1.5 m or part there of

in excavation/ banking excavated or stacked

materials

Hard soil 68.71 CUM 10.20 700.88


4 Sand Filling

ref. from analysis

item no-15 page

no-10

Supplying & Filling foundation trenches , plinth & ditches

with clean course river sand well watered and rammed

in layers not exceeding 23 c.m. in depth with all lead

and lift including cost, conveyance, loading, unloading,

stacking , royalties and all taxes of sand,cost &

conveyance of water, cost of all Labour,labour

cess,T&P required for the work etc. complete in all

respect as directed by the Engineer- in-charge.

579.36 cum 273.10 158223.03

5 P.C.C( 1:4:8)

ref. from analysis

item no-4 page no-

43






period.including all cost of labour ,material ,conveyance,

royalities and taxes,sundries,T&P etc,but excluding cost

of centering and shuttering all complete as per the

direction of Engineer-In-Charge.

143.11 cum 4148.00 593607.99

CONSTRUCTION OF UPGRADED SCHOOL AT MUNDAGAON CHAKAPADA,KANDHAMAL,

ODISHA



6 BACK FILLING

ref. from analysis

item no-14 page

no-10





50 m and lift up to 1.5 mt. etc including cost of all labour

, sundries etc complete in all respect as per the

direction of Engineer-In-Charge. 310.44 cum 71.10 22072.13


MR

Supplying, diluting and preparing chemical emulsion like

CHLORPYRIPHOS or other chemicals approved by



sprayer as pre-constructional anti termite treatment and

creating a chemical barrier under and around the




joints, surrounding the pipes and conduits etc. complete

at the rate of 7.5 liters (or as directed by the

manufacturer) per sqm on vertical and 5.0 liters per sqm

on horizontal surfaces, 50% of the emulsion to be filled

in the holes made in trenches at 150mm center to

center etc.complete as per IS:6313/1981(Part-II) and as

per the direction of the Engineer-in-charge including

cost of all materials, labour, taxes, etc. complete.

1141.88 sqm 75.00 85641.00

8 R.C.C.M25

ref. from analysis

item no-1(c) page

no-259

Providing, lifting, hoisting and laying Reinforced cement

concrete of M-25 Grade for Footings, plinth

band,beam,column, lintel and slab. with 12mm to 20mm

size black hard crusher broken granite chips of









direction of the Engineer-in-charge , including the cost



8.1 AR Column base footing 181.90 cum 5369.85 976760.29

8.2 AR Plinth beam 39.69 cum 5670.31 225036.08

8.3 AR Column - Gr. Floor 59.49 cum 10490.83 624051.05

8.4 AR Column - 1st. Floor 36.45 cum 11593.45 422560.94

8.5 AR Column - 2nd Floor 11.75 cum 12913.96 151794.27

8.6 AR Lintel - Gr. Floor 9.49 cum 8232.15 78114.02

8.7 AR Lintel - 1st. Floor 8.07 cum 8883.03 71644.00

8.8 AR Beam -g floor 45.03 cum 10490.83 472446.80

8.9 AR Beam - 1ST floor 37.65 cum 11593.45 436529.45

8.10 AR Beam - Terrace floor 3.97 cum 12913.96 51280.07

8.11 AR Roof slab -G floor 125.40 cum 8554.98 1072763.16

8.12 AR Roof slab - 1st floor 102.32 cum 9270.43 948536.18

8.13 AR Roof slab - Head room level 9.75 cum 10126.34 98765.15

8.14 AR Staircase - Gr. Floor 12.55 cum 9055.44 113677.73

8.15 AR Staircase - 1st. Floor 10.16 cum 9870.99 100316.86

8.16 AR Chaja G floor 74.26 SQM 705.20 52371.05

8.17 AR Chaja 1st floor 38.50 SQM 781.53 30092.34

9 Reinforcement


















First Floor 246.30 QNTL 5556.87 1368669.20



ref. from analysis

item no-3 page no-

73





royalty and taxes of all materials, cost of all labour, T&P

etc complete as per the direction of E.I.C.


Ground Floor 295.36 Cum 3605.00 1064772.80

First Floor 286.62 Cum 3778.20 1082907.68



ref. from analysis

item no-2 page no-

71


strength not less than 3.5 kg /cm2 in cement mortar 1:4)

for half brickmasonary (110mm) walls

Ground Floor 39.18 Cum 3779.50 148087.73

First Floor 27.33 Cum 3817.80 104327.84

12 12 mm Plastering

ref. from analysis

item no-17 page

no-90



racking out joints, scraping and cleaning the surface and

finishing the plaster surface smooth using wooden floats

only to proper plumbs and level and making grooves

and beads to give required ornamental finish as per

drawings including cost of all materials, conveyance,

loading and unloading, all taxes and royalities, all

labour, scaffolding, watering and curing, sundries and

T&P etc all complete as per direction of the Engineer- in-

charge.

Ground Floor 2706.28 Sqm 102.20 276582.07

First Floor 2246.44 Sqm 105.70 237449.02


13 MR 16 mm Plastering



racking out joints, scraping and cleaning the surface and

finishing the plaster surface smooth using wooden floats

only to proper plumbs and level and making grooves


drawings including cost of all materials, conveyance,



T&P etc all complete as per direction of the Engineer- in-

charge.

Ground Floor 1017.19 Sqm 146.20 148713.11

First Floor 813.04 Sqm 149.40 121468.20

AR Terrace Floor 786.77 Sqm 152.70 120139.28

14 6 mm Plastering



Providing 6mm thick cement plaster with cement mortar

of (1:4) to ceilings of roof slabs, stairs, landings, chajja,

shelves, columns, beams and lofts etc. including

roughening, scraping and cleaning and finishing the

plastered surface smooth using wooden floats only to

proper plumbs and level, making grooves and beads to

give required ornamental finish as per drawing including

cost of all materials, conveyance, loading and

unloading, all taxes and royalities, all labour,

scaffolding, watering and curing, sundries and T&P etc

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

AR Ground Floor 904.27 Sqm 112.10 101368.40

First Floor 716.97 Sqm 114.60 82164.49


15 Grading plaster






Arrived from epm

rate portico 91.23 Sqm 515.70

47047.75


b) Water proofing

Providing and laying water proofing treatment in sunken

portion of wc, bathroom etc by applying cement slurry

mixed with water proofing cement compound as per


384.43 Sqm 417.34 160438.85


AR



size hand broken granites chips. Including providing and

fixing glass strips in joints of cement concrete floors in

1m x 1m grid. 40mm wide and 4 mm thick including cost

of all materials, labours, taxes & royalities, conveyance,

loading and unloading, sundries, T&P etc. Complete as

per the specification & direction of Engineer- in- charge.

Ground Floor 840.04 Sqm 370.20 310984.54

First Floor 655.11 Sqm 377.40 247236.78

17 Arrived from epm

rate

Cement Punning for skirting




royalities, conveyance, loading and unloading, sundries,

T&P etc. Complete as per the specification & direction

of Engineer- in- charge.

Ground Floor 84.27 Sqm 136.20 11477.70

Arrived from epm

rate First Floor64.94 Sqm 138.30

8980.87


ref. from analysis

item no-15 page

no-251

Providing and laying best quality Anti skid Ceramic floor

tile of size 300mm x 300mm x 8mm of approved make

confirming to IS-15622 specifications in floor over

20mm thick cement moratar (1:4) to proper slope, line

and level including cutting to required size and shape,

fixing at corners and splays etc.Including finishing the

joints with epoxy based water proofing grout to match

the color and shade of tiles complete as per the design

& drawing with cost of all materials, labour, conveyance,

taxes, T&P etc. All complete as per the direction of


Ground Floor 80.21 Sqm 714.20 57283.99

First Floor 103.63 Sqm 720.30 74645.52

19 Glazed Dado




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

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

except burgundy, bottle green, black of any size as

approved by Engineer- in- charge, in skirting, risers of

steps and dados, over 12mm 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 (Basic cost - 400/sqm)

Arrived from epm

rate Ground Floor356.66 Sqm 650.90

232147.25

First Floor 388.67 Sqm 660.10 256563.16




ref. from analysis

item no-11 page

no-244 G FLOOR

28.73 SQM 1846.42 53048.43

FIRST FLOOR 26.19 SQM 1846.42 48365.33

21 DOOR FRAME



T&P etc. complete.

1.90 CUM 46685.80 88703.02

22 FLUSH Door





Ground Floor 40.60 SQM 5395.30 219049.18

First Floor 15.85 SQM 5395.30 85515.51

Second Floor 5.25 SQM 5395.30 28325.33






Ground Floor 49.32 SQM 3169.00 156294.98

First Floor 36.30 SQM 3169.00 115034.63

24 MS DOOR





arrengement, and 1 coat red oxide primer including cost

of all materials, labour T&P, carriage of materials to site

etc. complete.

Ground Floor 752.30 KG 70.20 52811.46

First Floor 615.40 KG 70.20 43201.08

Second Floor 130.60 KG 70.20 9168.12

25 MS Windows











nos.as per ISS.

Ground Floor 1514.60 KG 68.00 102992.80

First Floor 1351.20 KG 68.00 91881.60

26




complete. 312.84 SQM 68.10 21304.68



27 VENTILATORS


make to be fabricated from roll formed sections made of

pre-painted steel (base steel as per IS-513 of 0.6 mm

thick “D” quality, galvanized as per IS-277 with zinc of

120 Gm/Sq.mtr) with paint specification being with




microns and the sizes of outer frame being of 46x52 mm

and with all vertical and horizontal mullions are of 46x70

mm and fixed beadings are of 18x25 mm. Accessories /

gaskets are to be used as per the manufacturer’s supply

and specification like handle being made of high grade

aluminium powder coated and with nylon receiver and

gasket will be made of EPDM. All corner brackets are to

be made of CRCA with zinc phosphating. The mullion

caps and louvered-clips should be of glass filled nylon.

The sections are to be cut to length, mitre joined with

corner bracket and frames are fixed to the

concrete/masonry walls by means of self expanding

screws and glass to be used of 5 mm with all taxes

complete.

Ground Floor 7.69 Sqm 4412.00 33928.28

First Floor 7.90 Sqm 4412.00 34854.80


28 M.S. Grill

Providing, fitting & fixing M.S grill fabricated from 12mm

and 16mm square bars as per approved drawing and

design including cost, conveyance & taxes of all

materials, fabrication charges, fixing in position to RCC

columns / walls in cement concrete (1:2:4) and making

good to the damages complete as per direction of the

Engineer- in- charge. The rates shall be inclusive of all

cost of materials, labour, T&P shuttering etc complete.

Ground Floor 3025.17 Kg 57.60 174249.90

First Floor 2450.75 Kg 57.60 141163.35

29 S.S. RAILING







Ground Floor 35.65 Rmt 3209.86 114431.51

First Floor 20.60 Rmt 3209.86 66123.12


ref. from analysis

item no-3 page no-

93









Ground Floor 211.98 Sqm 130.80 27726.69

First Floor 173.41 Sqm 133.90 23219.41

31 PUTTY





T&P etc. complete.

ref. from analysis

item no-2 page no-

236 Ground Floor 1945.90

SQM 75.90 147694.06

First Floor 1273.21 SQM 76.80 97782.68




32 Weather coat






direction of E-I-C.

ref. from analysis

item no-20 page

no-99 Ground Floor 45.80

119.20 5459.36

First Floor 38.00 121.10 4601.80

Second Floor 45.80 123.00 5633.40

33 Cement paint

ref. from analysis

item no-18 page

no-98



new work to give an even shade etc, including all cost of

materials, scaffolding, labour, watering & curing T&P

etc complete as per direction of E-I-C.

Ground Floor 1031.40 Sqm 67.70 69826.01

First Floor 813.05 Sqm 69.00 56100.46

Second Floor 890.28 Sqm 70.40 62675.90

34 Plinth protection

ref. from analysis

item no-7 page no-

46





35 Distemper

ref. from analysis

item no-22 page no-

99




scaffolding, labour, watering & curing T&P etc complete

as per direction of E-I-C.

Ground Floor 3610.55 Sqm 45.00 162474.76

First Floor 3102.00 Sqm 46.00 142692.00

Second Floor 220.65 Sqm 46.90 10348.50


SAY 20767537











charge.

a) MR 20mm dia 341.84 Mtr. 186.70 63,820.75

b) MR 25mm dia 158.10 Mtr. 252.20 39,873.44

c) MR 32mm dia 81.12 Mtr. 371.07 30,101.20

d) MR 40mm dia 61.00 Mtr. 504.40 30,768.40

e) MR 50mm dia 83.52 Mtr. 783.10 65,404.51

2

MR










a) MR 65mm dia 25.00 Mtr. 565.10 14,127.50


PLUMBING WORK












charge.

a) MR 40mm dia 25.00 Mtr. 42.50 1,062.50

b) MR 50mm dia 25.00 Mtr. 56.30 1,407.50

4 Providing all materials, labour, T&P for fitting & fixing of

following water supply fittings confirming to IS-15778 with ISI

mark as per ASTM D-2846 & fixing with the pipes after cutting the

pipes to required shape & size including wastage etc. of following

nominal diameter, all complete including testing the joints with

required water pressure.The cost inclusive of all

taxes,duties,transportation scaffolding etc. all complete as per

specification and direction of Engineer-in-charge.


b) MR 32mm dia CPVC ball valve 28.00 No. 1,149.00 32,172.00

c) MR 40mm dia CPVC ball valve 19.00 No. 1,734.10 32,947.90


bricks/stone masonary walls vertically or horizontally up to

required depth and width in all floor for laying of pipes and fittings

up to 50mm dia, testing the joints with required water pressure and





EIC.839.30

Mtr. 143.50 120,439.55






in-charge.a) MR For 15mm to 50mm dia pipe to pass in 125mm to 250mm thick

wall

148.00 No. 34.80 5,150.40





Engineer-in-charge. 27.00

No. 114.30 3,086.10








a) MR Indian Pan (450mmx350mm) 38.00 No. 2,013.90 76,528.20


PVC low level cistern complete with all internal fittings of

approved make as per IS-7231 with ISI mark in all floor and

providing of necessary PVC wall plug, screws and 15mm dia PVC

water connecting pipe with union at both end including testing etc.

all complete as per specification & direction of Engineer-in-charge.

a) MR PVC low level Cistern 38.00 No. 1,159.40 44,057.20








a) MR Squirting Pan (450mmx350mm) 6.00 No. 2,013.90 12,083.40








specification all complete as per direction of Engineer-in-charge. 1.00

Set 81,226.40 81,226.40









EIC. a) MR 630x450mm size WHB 32.00 Set 2,076.50 66,448.00









a) MR 420x395x635mm size flat back large standing urinal 14.00 Set 3,166.60 44,332.40


bevelled edge mirror of 5mm thick mounted on 4mm thick AC

sheet & CP cup screw with PVC wall plugs in all floor including

cost, conveyance, taxes of all materials complete as per

specification and direction of E.I.C.a) MR 600mm x 450mm size 17.00 No. 632.80 10,757.60










c) MR 15mm dia Pillar cock 32.00 No. 1,013.70 32,438.40

d) MR Single Lever Basin Mixer without Pop-up waste 26.00 No. 2,255.60 58,645.60

e) MR Angle Cock Auto closing system for urinal with CP connection pipe 22.00 No. 1,595.50 35,101.00



5.00 No. 1,150.00 5,750.00







Button.

5.00 Nos. 3,350.00 16,750.00

l) MR Bath Spout with wall flange 5.00 Nos. 1,007.00 5,035.00


n) MR 15mm dia sink cock with swivel casted spout (Wall mounted 6.00 No. 1,091.60 6,549.60











































charge. a) MR Toughened glass partition of Size-1200mm ht. x 600mm width for

Urinal Partition

5.00 No. 8,334.00 41,670.00


following sizes of Stainless Steel Kitchen Sink made out of 0.8mm

thick sheet with coupling & strainer, the flat boards for correct

sandwitch between the platform top & granite/marble slab &

making good the damages, fixing of 32mm dia PVC waste pipe etc.

including testing, commissing all complete as per specification &

direction of the Engineer-in-Charge.a) MR Stainless Steel Kitchen Sink of overal size-535 x 460 x 200mm . )


5.00 No. 5,115.40 25,577.00













direction of EIC.

a) MR 5000 Ltr. capacity 5.00 No. 57,830.00 289,150.00

21 Providing all materials, labour, T&P for fitting & fixing of storage






a) MR 25 ltr. Capacity 5 star rating Water Heater 1.00 No. 8,381.00 8,381.00

22 Providing all material, labour, T&P and construction of Gully Trap
















a) Inner size 300mmx300mmx450mm depth Gully Trap chamber 31.00 No. 1,783.00 55,273.00

23 AR Providing all materials required for construction of inspection














etc. complete as per specification & direction of Engineer-in-

charge.

a) Inner size 750mm x 750mm x 500mm depth 8.00 No. 8,074.00 64,592.00

MR Total 1,879,857.16

Say 1,879,857.00




1 Earth work :

a)Ref. from analysis

item no-1,2,3

page no-1,2,4





63.21 Cum. 138.40 8,748.26

b)

AR





direction of EIC.

60.24 Cum. 76.90 4,632.46

2

Ref. from analysis

item no-7 page no-

46









lengths suitable for push on joints including lowering the pipes in

to trenches to required depth below G.L, with proper allignment &

gradient, testing, commissioning, de-watering (if required)

including all taxes & duties etc. all complete as per specification &

direction of EIC. (Excluding cost for earth wok, back filling which

will be paid separately).a) MR For 160mm dia pipe:- 51.68 Mtr. 458.20 23,679.67




strength 250 Kg/cm2
















PCC 1:3:6 with 40mm size h.g.c.b. metal of 100mm thick,

moulding & shaping the channel & benching with C.C. 1:2:4 with

12mm size h.g.c.b. chips, 12mm thick cement plaster 1:3 with

cement punning on inner wall surface, earth work excavation in all

types of soil/rock including cement concrete cutting as per site

condition, filling the foundation base with sand duly watered &

rammed, providing, fitting & fixing of pre-cast factory made man

hole cover with frame (SFRC heavy duty) for clear opening 560mm

dia, providing, fitting & fixing of poly propylene steel reinforced

man hole steps of approved quality & size in two parallel line of

300mm spacing in vertical wall with centre to centre 375mm

(staggered) etc.all complete as per specification & direction of EIC.

a) AR Manhole chamber of Inner size 800mmx900mmx 900mm depth. 10.00 Nos. 19,360.00 193,600.00



4.00 Mtr. 10,767.00 43,068.00

Total:- 365,204.83

Say :- 365,205.00


1 Earth Work:

a)Ref. from analysis

item no-1,2,3

page no-1,2,4







b)

AR





direction of EIC.

53.04 Cum 76.90 4,078.78





2

ref. from analysis

item no-15 page

no-8





2.21 Cum 271.00 598.91

3

ref. from analysis

item no-3 page

no-43









4.42 Cum 4,509.00 19,929.78

4

ref. from analysis

item no-1 (d)

page no-260



at 28 days










Engineer-in-charge.

25.50 Cum 5,443.50 138,809.25

5

ref. from analysis

item no-10 page

no-53










197.20 Sqm 331.10 65,292.92

6 ref. from analysis item

no-9.A page no-52







24.14 Qntl 5,542.80 133,803.19

7

ref. from analysis

item no-29 page

no-110




including finishing smooth to proper slope and plane including

cost of all materials with conveyance, royalty, taxes, watering,



-


8

ref. from analysis

item no-10 page

no-53







21.69 Sqm 243.40 5,280.29

9

ref. from analysis

item no-7 page

no-44





labour T&P for machine mixing, lowering, laying and compacting

to proper thickness, watering and curing for the required period and



0.68 Cum 5,680.30 3,862.60





EIC.

-

a) 500mm dia clear opening RCC man hole cover with frame.(medium

duty)

6.00 No. 1,263.00 7,578.00






40.00 No. 269.00 10,760.00








direction of EIC.

2.00 No. 590.00 1,180.00




4.00 No. 500.00 2,000.00


& outlet chamber.

2.00 Job 97.90 195.80

Total :- 423,440.92

Say:- 423,441.00


1 Earth Work:

a) Ref. from analysis item

no-1,2,3 page no-1,2,4




specification & direction of Department.i) Upto 1.50m initial lift 16.83 Cum. 138.40 2,329.27






direction of EIC.

5.95 Cum 76.90 457.56





EIC.

15.13 Cum 2,132.30 32,261.70

2

ref. from analysis

item no-15 page

no-8





0.17 Cum 271.00 46.07

3

ref. from analysis

item no-3 page

no-43









0.43 Cum 4,509.00 1,916.33

4

ref. from analysis

item no-2 page

no-71







charge.

-

a) Foundation & Plinth 3.06 Cum 3,831.80 11,725.31


item no-9A page no-

52






the Engineer-in-charge.

-













Engineer-in-charge.

0.70 Cum 5,067.70 3,547.39

Construction of Soak Pit of Inner Dia 1.50m & depth 3.00m












3.91 Sqm 331.10 1,294.60







0.51 Qntl 5,542.80 2,826.83




including finishing smooth to proper slope and plane including

cost of all materials with conveyance, royalty, taxes, watering,



-

a) ref. from analysis

item no-3 page no-

102

12mm thick C.P. 1:4 13.94 Sqm 116.10 1,618.43


item no-16 page no-

106

12mm thick C.P. 1:4 with punning 10.37 Sqm 138.60 1,437.28

c) ref. from analysis

item no-7 page no-

103


wall top.

2.38 Sqm 158.30 376.75





EIC.

-

a) AR 500mm dia clear opening RCC man hole cover with

frame.(Medium duty)

2.00 No. 1,263.00 2,526.00

Total :- 75,768.35

Say:- 75,768.00

2,744,271.00

Serial No Description of Items UNIT Quantity Unit Rate Total Amount

INTERNAL WIRING.

1 MR










Charge.

SCHOOL Nos. 95 670.00 63650.00

BOYS HOSTEL Nos. 82 670.00 54940.00

GIRLS HOSTEL Nos. 82 670.00 54940.00

STAFF QUARTERS Nos. 28 670.00 18760.00

2 MR







& connection as per direction of Engineer in charge. (Make of

wire: finolex/ Anchor/Havels/L&T/KDK) Average Length: 3

mtr

SCHOOL Nos. 48 354.00 16992.00

BOYS HOSTEL Nos. 17 354.00 6018.00

GIRLS HOSTEL Nos. 17 354.00 6018.00

ELECTRICAL WORKS

GRAND TOTAL



3 MR




250V Modular Switch,Stepped type Moudular Regulator, Base

& Cover with 1.5sqmm FR PVC insulated single core




Group B

SCHOOL Nos. 40 1155.00 46200.00

BOYS HOSTEL Nos. 31 1155.00 35805.00

GIRLS HOSTEL Nos. 31 1155.00 35805.00


4 MR

Recessed wiring to Twin control light point with 1.5 sq.mm FR


marked in 20 mm dia non-metalic PVC conduit with 6Amp,

250 V clip in type 2way switch ISI marked and ceiling rose ISI





Charge. ( Make of wire Finolex/ L&T / Anchor / Havels / V

Guard )Group C

SCHOOL Nos. 2 1058.00 2116.00

BOYS HOSTEL Nos. 2 1058.00 2116.00



5 MR






SCHOOL Nos. 16 573.00 9168.00

BOYS HOSTEL Nos. 4 573.00 2292.00



6 MR










SCHOOL Nos. 3 879.00 2637.00

BOYS HOSTEL Nos. 51 879.00 44829.00

GIRLS HOSTEL Nos. 51 879.00 44829.00


7 MR






SCHOOL Nos. 15 870.00 13050.00

BOYS HOSTEL Nos. 3 870.00 2610.00



8 MR





Charge.

SCHOOL Nos. 13 750.00 9750.00

BOYS HOSTEL Nos. 8 750.00 6000.00



9 MR




FR PVC insulated single core multistrand copper conductor as

earth wire including all accesories and connection as per


SCHOOL Nos. 10 853.00 8530.00

10 MR





SCHOOL Nos. 3 669.00 2007.00

BOYS HOSTEL Nos. 2 669.00 1338.00





SUBTOTAL 532146.00

SUBMAIN.

11 MR






earth wire as equired. ( For PDB)

SCHOOL Mtrs 40 575.00 23000.00

BOYS HOSTEL Mtrs 55 575.00 31625.00

GIRLS HOSTEL Mtrs 55 575.00 31625.00

12 MR






earth wire as equired. ( For LDB & CDB )

SCHOOL Mtrs 80 354.00 28320.00

BOYS HOSTEL Mtrs 26 354.00 9204.00


B) MR

Recessed wiring to submain in 2 x 6 sq.mm FR PVC insulated

single core multistrand copper conductor of ISI marked

confirming to IS-694/1990 in 25 mm dia non-metalic heavy

duty PVC conduit 1.6 mm thick along with 1 x 4 sq.mm FR

PVC insulated single core multistrand copper conductor as

earth wire as equired. (For DB )

STAFF QUARTERS Mtrs 39 213.00 8307.00

13 MR




duty PVC conduit 1.6 mm thick along with 1 x 2.5 sq.mm FR


earth wire as equired. (For AC &POWER SOCKET POINTS )

SCHOOL Mtrs 650 167.00 108550.00

BOYS HOSTEL Mtrs 264 167.00 44088.00



14 MR






conductor as earth wire as equired. (From DB to Switch Board

& 2x5A SOCKET POINTS )

SCHOOL Mtrs 775 135.00 104625.00

BOYS HOSTEL Mtrs 519 135.00 70065.00



15 MR







Looping )

SCHOOL Mtrs 110 117.00 12870.00

BOYS HOSTEL Mtrs 638 117.00 74646.00



SUBTOTAL 805807.00

DB.

MR








16








12 Nos, (For GF LDB /CDB,1F LDB/CDB)



SCHOOL Nos. 4 7262.00 29048.00

17








12 Nos, (For PDB)

MR SCHOOL Nos. 2 7273.00 14546.00

BOYS HOSTEL Nos. 1 7273.00 7273.00


MR









BOYS HOSTEL Nos. 1 7273.00 7273.00


MR









BOYS HOSTEL Nos. 1 8459.00 8459.00


MR








SP MCB-12 Nos


MR








SP MCB-6 Nos


SUBTOTAL 107569.00

PANEL

MR














and busbar supports shall be used with Indication lamp, C.T ,

Digital Voltmeter, Digital Ammeter and control fuse etc.

complete.

18





SCHOOL set 1 92428.00 92428.00

MR





BOYS HOSTEL set 1 85972.00 85972.00

GIRLS HOSTEL set 1 85972.00 85972.00



MR


phase energy Meter -3 nos followed by 40A 2P MCB-3 Nos as

Outgoing with Electrolytic Copper Bus Bars.

STAFF QUARTERS set 1 52826.00 52826.00

SUBTOTAL 317198.00

FIXTURE

MR


fluorescent fiiting / compact fluorescent fitting /LED fitting of all

sizes complete with all accessories and lamp etc. directly on

ceiling /wall or recessed in false ceiling , including connection

with 1.5 sq.mm FR PVC insulated single core multistrand

copper conductor and earthing as required.

19



equivalent.

SCHOOL Nos 3 1290.00 3870.00

BOYS HOSTEL Nos 3 1290.00 3870.00

GIRLS HOSTEL Nos 3 1290.00 3870.00

STAFF QUARTERS Nos 2 1290.00 2580.00

20 MR




SCHOOL Nos 98 353.00 34594.00

BOYS HOSTEL Nos 59 353.00 20827.00



21 MR



Angle/batten holder

SCHOOL Nos 18 112.00 2016.00

BOYS HOSTEL Nos 15 112.00 1680.00


22 MR




SCHOOL Nos 9 1555.00 13995.00

23 MR



25W or equivalent.

SCHOOL Nos 4 1868.00 7472.00

BOYS HOSTEL Nos 2 1868.00 3736.00





Nos 9 3209.00 28881.00

Nos 9 3209.00 28881.00

24 MR





SCHOOL Nos 40 1748.00 69920.00

BOYS HOSTEL Nos 31 1748.00 54188.00

GIRLS HOSTEL Nos 31 1748.00 54188.00

25 MR



making the hole to suit the size of the above fan, making good

the damage complete, connection, etc as required.

SCHOOL Nos 18 3316.00 59688.00

BOYS HOSTEL Nos 14 3316.00 46424.00

GIRLS HOSTEL Nos 14 3316.00 46424.00

SUBTOTAL 517789.00

EARTHING

28 MR

Earthing with copper earth plate 600 mm x 600mm x 3.15 mm

thick ISI marked including accessories and providing



SCHOOL Set 2 6440.00 12880.00

BOYS HOSTEL Set 2 6440.00 12880.00

GIRLS HOSTEL Set 2 6440.00 12880.00

STAFF QUARTERS Set 2 6440.00 12880.00

29 MR

Supplying and laying 25 mm x 6 mm CU earth strip ISI marked

at 0.5 meter below ground level as strip earth electrode

including soldering etc. as required.

SCHOOL Rmt 45 568.00 25560.00



BOYS HOSTEL Rmt 38 568.00 21584.00

GIRLS HOSTEL Rmt 38 568.00 21584.00

STAFF QUARTERS Rmt 20 568.00 11360.00

30 MRSupplying and laying 25 mm x 6 mm CU earth strip ISI marked

on surface or in recess for connection etc as required.

SCHOOL Rmt 25 607.00 15175.00

BOYS HOSTEL Rmt 21 607.00 12747.00



SUBTOTAL 179561.00

TV & TELEPHONE

31 MR


telephone socket (RJ 11) ISI marked mounted on G.I modular

box with face plate & cover of suitable size , including all


Charge.

SCHOOL Nos. 2 396.00 792.00

BOYS HOSTEL Nos. 1 396.00 396.00



32 MR





SCHOOL Nos. 13 503.00 6539.00



33 MR





Charge.

SCHOOL Nos. 2 392.00 784.00

BOYS HOSTEL Nos. 3 392.00 1176.00



34 MR



of phenolic laminated sheet cover in front including cutting the

wall and making good the same in case of recessed conduit

as required.

SCHOOL Nos. 2 157.00 314.00




35 MR




required.

SCHOOL Rmt 370 82.00 30340.00

BOYS HOSTEL Rmt 111 82.00 9102.00



36 MR

Supplying and drawing one pair, 0.5 sq.mm FR PVC insulated

coper conductor, unarmoured telephone cable in existing

surface / recessed PVC conduit as required.

SCHOOL Rmt 55 34.00 1870.00

BOYS HOSTEL Rmt 30 34.00 1020.00





SCHOOL Rmt 355 52.00 18460.00




38 MR


copper conductor PE insulated shielded with fine tined copper

braid & protected in the existing surface / recessed PVC


SCHOOL Rmt 60 28.00 1680.00



TOTAL 105169.00




1 ARDry stone pitching 22.5 cm thick including supply of

stones and preparing surface complete.1078.01 SQM 381.02 410746.33

2 AR




of bitumen primer @0.40Kg per sqm, 2nd & 4th courses

ofbonding material @ 1.20 kg/sqm, which shall consist

of blown type bitumen of grade 85/25 conforming to IS :

702, 3rd layer of roofing membrane APP modified

Polymeric membrane 2.0 mm thick of 3.00 Kg/ sqm

weight consisting

of five layers prefabricated with centre core as 100

micron HMHDPE film sandwiched on bothsides with

polymeric mix and the polymeric mix is protected on

both side with 20 micron HMHDPE film. 5th, the top

most layer shall be finished with brick tiles of class

designation 10 grouted with cement mortar 1:3 (1

cement : 3 fine sand) mixed with 2% integral water

proofing compound by weight of cement over a 12 mm

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

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

separately).

2784.95 SQM 294.36 819765.10

3 AR





Application of 2-3 mm base coat of polymerized cementitious

coating over insulation layer reinforced fibre



1078.01 sqm 1183.60 1275936.55

2506447.98

1 AR Conducting reconnaissance survey, integrated Hydrological &



selection and recommendation of site for drilling production wells

in selected area.

1.00 Job 8,500.00 8,500.00

2 AR Labour for drilling a perfectly vertical bore hole for a specified dia









collapse of over burden is to be provided by the contractor

including lowering and withdrawing after completion of the Tube

Well).

(a) AR Labour for drilling of 200mm dia & 150mm dia bore from '0' mtr. to

'100' mtr.

75.00 Mtr. 628.60 47,145.00

3 AR Providing & lowering the following size PVC pipes (ASTM) with




slotted pipe and supplying and fixing all jointing materials, T&P

etc. complete and keeping the top of the casing pipe threaded

including plugging the tube well to prevent entry of foreign

materials from above. The cost inclusive of pipes, fittings, labour,

consumables, POL, consumables with hire & running charges of

machinaries etc. as per specification & direction of EIC.

(a) AR Lowering of 200mm (8'') dia PVC plastic pipes Sch-80 as per


75.00 Mtr. 1,578.30 118,372.50

4 AR Cleaning and developing the tube well using their own compressor





1.00 Job 4,584.40 4,584.40

5 AR Supplying all materials, labour & tools and plant and grouting with




in-Charge.

1.00 Job 2,585.10 2,585.10


BORE WELL

MISCELLENEOUS ITEM



6 AR Providing all materials required for construction of brick masonry















a) Outer size 1400mm x 1400mm x 1200mm ht. chambers 1.00 No. 12,500.00 12,500.00


1 Supply, Installation, testing & commissioning of 3-phase, 50Hz











1.00 Job 50,000.00

(Provisional)

50,000.00

Total: 243,687.00


1 2 3


1 CIVIL WORKS


2 PH WORK

SubTotal 2819058.00

3 ELECTRICAL WORKS

SubTotal 2565239.00


SubTotal 2611582.75

5 BORE WELL

SubTotal 243687.00

Total 28775114.73




CONSTRUCTION OF UPGRADED HIGH SCHOOL AT GASTIKHOLE, CHAKAPADA, KANDHAMAL, ODISHA

PRICE SCHEDULE

SI. No. DESCRIPTION

ESTIMATED COST

(Rs.)

TO BE QUOTED BY TENDERER



5= (3 x 4 )4


1 2 3

1 CIVIL WORKS


2 PH WORK

SubTotal 2819058.00

3 ELECTRICAL WORKS

SubTotal 2565239.00


SubTotal 2611582.75

5 BORE WELL

SubTotal 243687.00

Total 28775114.73

CONSTRUCTION OF UPGRADED HIGH SCHOOL AT GASTIKHOLE, CHAKAPADA,

KANDHAMAL, ODISHA

BOQ SUMMARY SHEET

SI. No. DESCRIPTION



Sl. No. SOQ NO Description Of Items Qnty Unit Rate Amount

CIVIL WORKS

1 Site Clearance

ref from

analysis

item no

page no

Clearing and grubbing road land including uprooting

rank vegetation, grass, bushes,shrubs ,sapling and

trees girth up to 300 mm, removal of stumps of trees

cut earlier and disposal of unserviceable material and

stacking of serviceable material to be used or

auctioned, up to a lead of 1000 metres including

removal and disposal of top organic soil not exceeding

150 mm in thickness.

1166.00 sqm 3.87 4509.03


ref from

analysis

item no

page no

Earthwork in stoney earth and gravels mixed with

stone and boulder not exceeding 0.014 cum in volume

within 50m initial lead and 1.5 m initial lift including

rough dressing and breaking clods to maximum 5 cm

to 7 cm and lying in layers not exceeding 0.3 m in

depth and as per specification approved by the

department.

514.61 cum 199.55 102692.89






ordered.514.61 cum 324.36 166918.11









Running charges of the water pumps, T & P required

for the work complete asdirected by the Engineer- in-

charge.

i) hard soil 931.32 cum 127.96 119169.67

ii) Soft Rock 99.60 cum 199.6 19875.65

iii) Hard Rock 99.60 cum 1690.20 168343.92

b) Extra for every additional lift of 1.5 m or part there

of in excavation / banking excavated or stacked

materials

Hard soil 68.73 CUM 10.20 701.05


4 Sand Filling

ref. from

analysis

item no-

15 page

no-10

Supplying & Filling foundation trenches , plinth &

ditches with clean course river sand well watered and

rammed in layers not exceeding 23 c.m. in depth

with all lead and lift including cost, conveyance,

loading, unloading, stacking , royalties and all taxes of

sand,cost & conveyance of water, cost of all

Labour,labour cess,T&P required for the work etc.

complete in all respect as directed by the Engineer- in-

charge. 579.37 cum 273.10 158225.95

5 P.C.C( 1:4:8)

ref. from

analysis

item no-4

page no-

43






period.including all cost of labour ,material

,conveyance, royalities and taxes,sundries,T&P etc,but

excluding cost of centering and shuttering all complete

as per the direction of Engineer-In-Charge.143.12 cum 4148.00 593661.76

CONSTRUCTION OF UPGRADED SCHOOL AT GASTIKHOLE, CHAKAPADA,KANDHAMAL,

ODISHA



6 BACK FILLING

ref. from

analysis

item no-

14 page

no-10





50 m and lift up to 1.5 mt. etc including cost of all

labour , sundries etc complete in all respect as per the

direction of Engineer-In-Charge. 310.44 cum 71.10 22072.28


MR

Supplying, diluting and preparing chemical emulsion

like CHLORPYRIPHOS or other chemicals approved by



sprayer as pre-constructional anti termite treatment

and creating a chemical barrier under and around the




joints, surrounding the pipes and conduits etc.

complete at the rate of 7.5 liters (or as directed by the

manufacturer) per sqm on vertical and 5.0 liters per

sqm on horizontal surfaces, 50% of the emulsion to be

filled in the holes made in trenches at 150mm center to

center etc.complete as per IS:6313/1981(Part-II) and

as per the direction of the Engineer-in-charge

including cost of all materials, labour, taxes, etc.

complete.

1141.88 sqm 75.00 85641.00

8 R.C.C.M25

ref. from

analysis

item no-

1(c) page

no-259

Providing, lifting, hoisting and laying Reinforced

cement concrete of M-25 Grade for Footings, plinth

band,beam,column, lintel and slab. with 12mm to

20mm size black hard crusher broken granite chips of









direction of the Engineer-in-charge, including the cost



8.1 Column base footing 181.90 cum 5369.85 976760.29

8.2 Plinth beam 39.69 cum 5670.31 225036.08

8.3 Column - Gr. Floor 59.49 cum 10490.83 624051.05

8.4 Column - 1st. Floor 37.75 cum 11593.45 437611.02

8.5 Column - 2nd Floor 9.73 cum 12913.96 125641.84

8.6 Lintel - Gr. Floor 9.49 cum 8232.15 78114.02

8.7 Lintel - 1st. Floor 8.07 cum 883.03 7121.89

8.8 Beam -g floor 45.03 cum 10490.83 472446.81

8.9 Beam - 1ST floor 38.42 cum 11593.45 445420.12

8.10 Beam - Terrace floor 3.20 cum 12913.96 41376.75

8.11 Roof slab -G floor 125.40 cum 8554.98 1072763.17

8.12 Roof slab - 1st floor 103.58 cum 9270.43 960220.65

8.13 Roof slab - Head room level 8.49 cum 10126.34 86001.90

8.14 Staircase - Gr. Floor 12.55 cum 9055.45 113677.77

8.15 Staircase - 1st. Floor 10.16 cum 9870.99 100316.86

8.16 Chaja G floor 74.27 SQM 705.20 52375.14

8.17 Chaja 1st floor 38.51 SQM 781.53 30096.66

9 Reinforcement


















First Floor 251.40 QNTL 5556.87 1397007.94



ref. from

analysis

item no-3

page no-

73





royalty and taxes of all materials, cost of all labour,

T&P etc complete as per the direction of E.I.C.


Ground Floor 292.59 Cum 3605.00 1054786.95

First Floor 298.00 Cum 3778.20 1125903.60



ref. from

analysis

item no-2

page no-

71


strength not less than 3.5 kg /cm2 in cement mortar

1:4) for half brickmasonary (110mm) walls

Ground Floor 30.66 Cum 3779.50 115879.47

First Floor 26.81 Cum 3817.80 102355.22

12 12 mm Plastering

ref. from

analysis

item no-4

page no-

105












Ground Floor 2706.28 Sqm 102.20 276582.07

First Floor 2271.61 Sqm 105.70 240108.84


13 16 mm Plastering

ref. from

analysis

item no-14

page no-

105












Ground Floor 1031.40 Sqm 146.20 150791.17

First Floor 928.94 Sqm 149.40 138784.10




14 6 mm Plastering

ref. from

analysis

item no-27

page no-

109

Providing 6mm thick cement plaster with cement

mortar of (1:4) to ceilings of roof slabs, stairs, landings,

chajja, shelves, columns, beams and lofts etc.

including roughening, scraping and cleaning and

finishing the plastered surface smooth using wooden

floats only to proper plumbs and level, making grooves


drawing including cost of all materials, conveyance,



T&P etc all complete as per direction of the Engineer-

in- charge.

Ground Floor 904.27 Sqm 112.10 101368.40

First Floor 729.35 Sqm 114.60 83584.05


15 Grading plaster

ref. from

analysis

item no-18

page no-

48






portico 91.86 Sqm 515.70 47372.20


b) Water proofing

AR

Providing and laying water proofing treatment in

sunken portion of wc, bathroom etc by applying cement

slurry mixed with water proofing cement compound as

per direction of Engineer-in-charge.

385.24 Sqm 417.34 160775.43


ref. from

analysis

item no-2

page no-

84



size hand broken granites chips. Including providing

and fixing glass strips in joints of cement concrete

floors in 1m x 1m grid. 40mm wide and 4 mm thick

including cost of all materials, labours, taxes &

royalities, conveyance, loading and unloading,

sundries, T&P etc. Complete as per the specification &

direction of Engineer- in- charge.

Ground Floor 840.04 Sqm 370.20 310984.54

First Floor 655.11 Sqm 377.40 247236.78

17 Cement Punning for skirting

ref. from

analysis

item no-6

page no-

103




royalities, conveyance, loading and unloading,

sundries, T&P etc. Complete as per the specification &

direction of Engineer- in- charge.

Ground Floor 84.27 Sqm 136.20 11477.70

First Floor 64.94 Sqm 138.30 8980.87




ref. from

analysis

item no-16

page no-

91

Providing and laying best quality Anti skid Ceramic

floor tile of size 300mm x 300mm x 8mm of approved

make confirming to IS-15622 specifications in floor

over 20mm thick cement moratar (1:4) to proper slope,

line and level including cutting to required size and

shape, fixing at corners and splays etc.Including

finishing the joints with epoxy based water proofing

grout to match the color and shade of tiles complete as

per the design & drawing with cost of all materials,

labour, conveyance, taxes, T&P etc. All complete as

per the direction of Engineer- in- charge.

Ground Floor 80.20 Sqm 714.20 57278.84

First Floor 103.63 Sqm 720.30 74645.52

23 Glazed Dado

ref. from

analysis

item no-

17 page

no-90


conforming to IS:15622 (thickness to be specified by

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

shades except burgundy, bottle green, black of any

size as approved by Engineer- in- charge, in skirting,

risers of steps and dados, over 12mm 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 (Basic cost - 400/sqm)

Ground Floor 356.66 Sqm 650.90 232147.25

First Floor 388.68 Sqm 660.10 256569.76


MR



G FLOOR 28.73 SQM 1846.42 53048.42

FIRST FLOOR 26.64 SQM 1846.42 49181.87

25 DOOR FRAME

AR



T&P etc. complete.

1.98 CUM 46685.80 92437.88

26 FLUSH Door

AR





Ground Floor 40.23 SQM 5395.30 217052.92

First Floor 17.40 SQM 5395.30 93870.69

Second Floor 1.89 SQM 5395.30 10197.12

MS DOOR

Arrived

from epm

rate





arrengement, and 1 coat red oxide primer including

cost of all materials, labour T&P, carriage of materials

to site etc. complete.

Ground Floor 782.75 KG 70.20 54948.75

First Floor 616.91 KG 70.20 43307.07

Second Floor 92.04 KG 70.20 6461.13






AR Ground Floor 43.42 SQM 3169.00 137597.89

First Floor 32.81 SQM 3169.00 103958.98



MS WINDOW











nos.as per ISS

Arrived

from epm

rate Ground Floor 1715.62

KG 68.00 116662.16

First Floor 1449.1 KG 68.00 98538.80

28 Arrived

from epm

rate

VENTILATORS


make to be fabricated from roll formed sections made

of pre-painted steel (base steel as per IS-513 of 0.6

mm thick “D” quality, galvanized as per IS-277 with zinc

of 120 Gm/Sq.mtr) with paint specification being with




microns and the sizes of outer frame being of 46x52

mm and with all vertical and horizontal mullions are of

46x70 mm and fixed beadings are of 18x25 mm.

Accessories / gaskets are to be used as per the

manufacturer’s supply and specification like handle

being made of high grade aluminium powder coated

and with nylon receiver and gasket will be made of

EPDM. All corner brackets are to be made of CRCA

with zinc phosphating. The mullion caps and louvered-

clips should be of glass filled nylon. The sections are to

be cut to length, mitre joined with corner bracket and

frames are fixed to the concrete/masonry walls by

means of self expanding screws and glass to be used

of 5 mm with all taxes complete.

Ground Floor 19.05 Sqm 4412.00 84036.62

ref. from

analysis

item no-

15 page

no-251 First Floor

23.57 Sqm 4414.00 104054.00

2.53 SQM 4414.00 11154.28

29 M.S. Grill

Providing, fitting & fixing M.S grill fabricated from

12mm and 16mm square bars as per approved

drawing and design including cost, conveyance & taxes

of all materials, fabrication charges, fixing in position to

RCC columns / walls in cement concrete (1:2:4) and

making good to the damages complete as per direction

of the Engineer- in- charge. The rates shall be inclusive

of all cost of materials, labour, T&P shuttering etc

complete.

Ground Floor 2521.45 Kg 57.60 145235.37

Arrived

from epm

rate First Floor

2350.76 Kg 57.60 135403.78

B)




complete.

312.84 SQM 68.10 21304.40

30 S.S. RAILING









ref. from

analysis

item no-

11 page

no-244 Ground Floor

42.43 Rmt 3209.86 136201.53

First Floor 29.60 Rmt 3209.86 95011.86


ref. from

analysis

item no-3

page no-

93









Ground Floor 211.98 Sqm 130.80 27726.69

First Floor 173.41 Sqm 133.90 23219.41

Second Floor 3.68 SQM 137.04 504.52

32 PUTTY

ref. from

analysis

item no-2

page no-

236





T&P etc. complete.

Ground Floor 1945.90 SQM 75.90 147694.06

First Floor 1310.76 SQM 76.80 100666.59


33 Weather coat

ref. from

analysis

item no-

20 page

no-99






direction of E-I-C.

Ground Floor 45.80 119.20 5459.36

First Floor 45.80 121.10 5546.38

Second Floor 21.00 123.00 2583.00

34 ref. from

analysis

item no-

18 page

no-98

Cement paint



new work to give an even shade etc, including all cost

of materials, scaffolding, labour, watering & curing

T&P etc complete as per direction of E-I-C.

Ground Floor 1031.40 Sqm 67.70 69826.01

First Floor 928.94 Sqm 69.00 64097.07

Second Floor 774.38 Sqm 70.40 54516.33

35 ref. from

analysis

item no-7

page no-

46

Plinth protection







36 ref. from

analysis

item no-22

page no-

99

Distemper




scaffolding, labour, watering & curing T&P etc

complete as per direction of E-I-C.

Ground Floor 3610.55 Sqm 45.00 162474.76

First Floor 3000.96 Sqm 46.00 138044.23

Second Floor 182.14 Sqm 46.90 8542.41


SAY 20535548

PH WORKS











charge.

a) MR 20mm dia 343.20 Mtr. 186.70 64,075.44

b) MR 25mm dia 122.80 Mtr. 252.20 30,970.16

c) MR 32mm dia 95.50 Mtr. 371.70 35,497.35

d) MR 40mm dia 93.09 Mtr. 504.40 46,953.38

e) MR 50mm dia 116.65 Mtr. 783.10 91,344.80

2

MR










a) MR 65mm dia 25.00 Mtr. 565.10 14,127.50










charge.

a) MR 40mm dia 25.00 Mtr. 42.50 1,062.50

b) MR 50mm dia 25.00 Mtr. 56.30 1,407.50


following water supply fittings confirming to IS-15778 with ISI

mark as per ASTM D-2846 & fixing with the pipes after cutting the

pipes to required shape & size including wastage etc. of following

nominal diameter, all complete including testing the joints with

required water pressure.The cost inclusive of all

taxes,duties,transportation scaffolding etc. all complete as per

specification and direction of Engineer-in-charge.


b) MR 32mm dia CPVC ball valve 28.00 No. 1,149.00 32,172.00

c) MR 40mm dia CPVC ball valve 19.00 No. 1,734.10 32,947.90





bricks/stone masonary walls vertically or horizontally up to required

depth and width in all floor for laying of pipes and fittings up to

50mm dia, testing the joints with required water pressure and





EIC.

839.30 Mtr. 143.50 120,439.55






in-charge.a) MR For 15mm to 50mm dia pipe to pass in 125mm to 250mm thick wall 148.0000 No. 34.80 5,150.40





Engineer-in-charge.

27.0000 No. 114.30 3,086.10








a) MR Indian Pan (450mmx350mm) 38.00 No. 2,013.90 76,528.20


PVC low level cistern complete with all internal fittings of approved

make as per IS-7231 with ISI mark in all floor and providing of

necessary PVC wall plug, screws and 15mm dia PVC water

connecting pipe with union at both end including testing etc. all

complete as per specification & direction of Engineer-in-charge.

a) MR PVC low level Cistern 38.00 No. 1,159.40 44,057.20








a) MR Squirting Pan (450mmx350mm) 12.00 No. 2,013.90 24,166.80








specification all complete as per direction of Engineer-in-charge.

1.00 Set 81,226.40 81,226.40







EIC. a) MR 630x450mm size WHB 32.00 Set 2,076.50 66,448.00









a) MR 420x395x635mm size flat back large standing urinal 14.00 Set 3,166.60 44,332.40


bevelled edge mirror of 5mm thick mounted on 4mm thick AC

sheet & CP cup screw with PVC wall plugs in all floor including

cost, conveyance, taxes of all materials complete as per specification

and direction of E.I.C.a) MR 600mm x 450mm size 17.00 No. 632.80 10,757.60












c) MR 15mm dia Pillar cock 32.0000 No. 1,013.70 32,438.40

d) MR Single Lever Basin Mixer without Pop-up waste 32.0000 No. 2,255.60 72,179.20

e) MR Angle Cock Auto closing system for urinal with CP connection pipe 22.0000 No. 1,595.50 35,101.00



5.0000 No. 1,150.00 5,750.00







Button.

5.0000 Nos. 3,350.00 16,750.00

l) MR Bath Spout with wall flange 5.0000 Nos. 1,007.00 5,035.00


n) MR 15mm dia sink cock with swivel casted spout (Wall mounted 6.0000 No. 1,091.60 6,549.60









































charge. a) MR Toughened glass partition of Size-1200mm ht. x 600mm width for

Urinal Partition

3.00 No. 8,334.00 25,002.00


following sizes of Stainless Steel Kitchen Sink made out of 0.8mm

thick sheet with coupling & strainer, the flat boards for correct

sandwitch between the platform top & granite/marble slab &

making good the damages, fixing of 32mm dia PVC waste pipe etc.

including testing, commissing all complete as per specification &

direction of the Engineer-in-Charge.



a) MR Stainless Steel Kitchen Sink of overal size-535 x 460 x 200mm . )


6.00 No. 5,115.40 30,692.40













direction of EIC.

a) MR 5000 Ltr. capacity 3.00 No. 57,830.00 173,490.00

Providing, fitting, fixing including testing & commissioning of












direction of EIC.

b) MR 500 Ltr. capacity 2.00 No 24,728.00 49,456.00

Providing all materials, labour, T&P for fitting & fixing of storage






c) 25 ltr. Capacity 5 star rating Water Heater 2.00 Nos 8,381.00 16,762.00

AR

21 Providing all material, labour, T&P and construction of Gully Trap
















a) MR Inner size 300mmx300mmx450mm depth Gully Trap chamber 32.00 No. 1,783.00 57,056.00

22 Providing all materials required for construction of inspection














etc. complete as per specification & direction of Engineer-in-charge.

a) Inner size 750mm x 750mm x 500mm depth 8.00 No. 8,074.00 64,592.00

Total 1,879,855.88

Say 1,879,856.00



1 Earth work :

a)Ref. from

analysis

item no-

1,2,3 page

no-1,2,4





65.50 Cum. 138.40 9,065.20

b)

AR





direction of EIC.

63.90 Cum. 76.90 4,913.91

2 Ref. from

analysis

item no-7

page no-

46









lengths suitable for push on joints including lowering the pipes in to

trenches to required depth below G.L, with proper allignment &

gradient, testing, commissioning, de-watering (if required)

including all taxes & duties etc. all complete as per specification &

direction of EIC. (Excluding cost for earth wok, back filling which

will be paid separately).a) MR For 160mm dia pipe:- 61.30 Mtr. 458.20 28,087.66




strength 250 Kg/cm2
















PCC 1:3:6 with 40mm size h.g.c.b. metal of 100mm thick,

moulding & shaping the channel & benching with C.C. 1:2:4 with

12mm size h.g.c.b. chips, 12mm thick cement plaster 1:3 with

cement punning on inner wall surface, earth work excavation in all

types of soil/rock including cement concrete cutting as per site

condition, filling the foundation base with sand duly watered &

rammed, providing, fitting & fixing of pre-cast factory made man

hole cover with frame (SFRC heavy duty) for clear opening 560mm

dia, providing, fitting & fixing of poly propylene steel reinforced

man hole steps of approved quality & size in two parallel line of

300mm spacing in vertical wall with centre to centre 375mm

(staggered) etc.all complete as per specification & direction of EIC.

a) AR Manhole chamber of Inner size 800mmx900mmx 900mm depth. 11.00 Nos. 19,360.00 212,960.00



5.88 Mtr. 10,767.00 63,309.40

Total:- 403,925.09

Say :- 403,925.00


1 Earth Work:

a)Ref. from

analysis

item no-

1,2,3 page

no-1,2,4












b)

AR





direction of EIC.

52.70 Cum 76.90 4,052.63

2 ref. from

analysis

item no-

15 page

no-8





2.20 Cum 271.00 596.20

3

ref. from

analysis

item no-3

page no-

43









4.40 Cum 4,509.00 19,839.60

4

ref. from

analysis

item no-1

(d) page

no-260



at 28 days





testing the concrete for water tightness, rectification of defects if any

etc., complete all as per specification & drawing including cost of

all material, labour, machinery hire charges, T&P and all testing



Engineer-in-charge.

32.23 Cum 5,443.50 175,444.92

5

ref. from

analysis

item no-

10 page

no-53










197.20 Sqm 331.10 65,292.92

6 ref. from

analysis item

no-9.A page

no-52







24.20 Qntl 5,542.80 134,135.76

7

ref. from

analysis

item no-

29 page

no-110









8ref. from

analysis

item no-

10 page

no-53







20.40 Sqm 243.40 4,965.36

9

ref. from

analysis

item no-7

page no-

44





labour T&P for machine mixing, lowering, laying and compacting

to proper thickness, watering and curing for the required period and



0.60 Cum 5,680.30 3,408.18





EIC.a) 500mm dia clear opening RCC man hole cover with frame.(medium

duty)

6.00 No. 1,263.00 7,578.00








40.00 No. 269.00 10,760.00






direction of EIC.

2.00 No. 590.00 1,180.00




4.00 No. 500.00 2,000.00


& outlet chamber.

2.00 Job 97.90 195.80

Total :- 459,509.17

Say:- 459,509.00


1 Earth Work:

a) Ref. from

analysis item

no-1,2,3 page

no-1,2,4











direction of EIC.

6.00 Cum 76.90 461.40





EIC.

15.20 Cum 2,132.30 32,410.96

2 ref. from

analysis

item no-

15 page

no-8





0.20 Cum 271.00 54.20

3

ref. from

analysis

item no-3

page no-

43









0.40 Cum 4,509.00 1,803.60

4ref. from

analysis

item no-2

page no-

71







charge. a) Foundation & Plinth 3.00 Cum 3,831.80 11,495.40

5 ref. from

analysis item

no-9A page

no-52






the Engineer-in-charge.

Soak Pit of Inner Dia 1.50m & depth 3.00m










testing the concrete for water tightness, rectification of defects if any

etc., complete all as per specification & drawing including cost of

all material, labour, machinery hire charges, T&P and all testing



Engineer-in-charge.

0.60 Cum 5,067.70 3,040.62










4.00 Sqm 331.10 1,324.40







0.60 Qntl 5,542.80 3,325.68








a) ref. from

analysis

item no-3

page no-

102

12mm thick C.P. 1:4 14.00 Sqm 116.10 1,625.40

b) ref. from

analysis

item no-16

page no-

106

12mm thick C.P. 1:4 with punning 10.40 Sqm 138.60 1441.44

c) ref. from

analysis

item no-7

page no-

103


wall top.

2.40 Sqm 158.30 379.92





EIC.a) AR 500mm dia clear opening RCC man hole cover with

frame.(Medium duty)

2.00 No. 1,263.00 2,526.00

Total :- 75,768.36

Say:- 75,768.00

Grand

Total

2819058.00

say 2819058



Serial

NoDescription of Items Qnty UNIT Unit Rate Total Amount

INTERNAL WIRING.

1 MR










Charge.

SCHOOL 287 Nos. 670.00 192290.00

2 MR







& connection as per direction of Engineer in charge.

Average Length: 3 mtr

SCHOOL 82 Nos. 354.00 29028.00

3 MR




250V Modular Switch,Stepped type Moudular Regulator,

Base & Cover with 1.5sqmm FR PVC insulated single core




Group B

SCHOOL 110 Nos. 1155.00 127050.00

4 MR

Recessed wiring to Twin control light point with 1.5 sq.mm FR


marked in 20 mm dia non-metalic PVC conduit with 6Amp,

250 V clip in type 2way switch ISI marked and ceiling rose ISI





Charge. ( Make of wire Finolex/ L&T / Anchor / Havels / V

Guard )Group C

SCHOOL 9 Nos 1058.00 9522.00

5 MR






SCHOOL 32 Nos. 573.00 18336.00

6 MR










SCHOOL 110 Nos. 879.00 96690.00

7 MR






SCHOOL 23 Nos. 870.00 20010.00

8 MR





Charge.

SCHOOL 32 Nos. 750.00 24000.00

9 MR





as earth wire including all accesories and connection as per


ELECTRICAL WORKS



SCHOOL 10 Nos. 853.00 8530.00

10 MR





SCHOOL 10 Nos. 669.00 6690.00

SUBTOTAL 532146.00

SUBMAIN.

11 MR






as earth wire as equired. ( For PDB)

SCHOOL 150.00 Mtrs 575.00 86250.00

12 MR






as earth wire as equired. ( For LDB & CDB )

SCHOOL 132.00 Mtrs 354.00 46728.00

B) MR




duty PVC conduit 1.6 mm thick along with 1 x 4 sq.mm FR


earth wire as equired. (For DB )

STAFF QUARTERS 39.00 Mtrs 213.00 8307.00

13 MR




duty PVC conduit 1.6 mm thick along with 1 x 2.5 sq.mm FR


earth wire as equired. (For AC &POWER SOCKET POINTS )

SCHOOL 1256.00 1256 167.00 209752.00

14 MR






conductor as earth wire as equired. (From DB to Switch

Board & 2x5A SOCKET POINTS )

SCHOOL 2086.00 Mtrs 135.00 281610.00

15 MR







Looping )

SCHOOL 1480.00 Mtrs 117.00 173160.00

SUBTOTAL 805807.00

DB.

MR








16








32 A SP MCB- 12 Nos, (For GF LDB /CDB,1F LDB/CDB)

SCHOOL 4 Nos. 7262.00 29048.00



17








32 A SP MCB- 12 Nos, (For PDB)

0.00

MR SCHOOL 4 Nos. 7273.00 29092.00

MR









0.00

BOYS HOSTEL 2 Nos. 7273.00 14546.00

0.00

MR









0.00

BOYS HOSTEL 2 Nos. 8459.00 16918.00

MR








SP MCB-12 Nos


MR








SP MCB-6 Nos


SUBTOTAL 107569.00

PANEL

MR














and busbar supports shall be used with Indication lamp, C.T ,

Digital Voltmeter, Digital Ammeter and control fuse etc.

complete.

18





SCHOOL 1.0000 set 92428.00 92428.00

MR





HOSTEL 2.0000 set 85972.00 171944.00

MR


phase energy Meter -3 nos followed by 40A 2P MCB-3 Nos

as Outgoing with Electrolytic Copper Bus Bars.



STAFF QUARTERS 1.0000 set 52826.00 52826.00

SUBTOTAL 317198.00

FIXTURE

MR


fluorescent fiiting / compact fluorescent fitting /LED fitting of all

sizes complete with all accessories and lamp etc. directly on

ceiling /wall or recessed in false ceiling , including connection

with 1.5 sq.mm FR PVC insulated single core multistrand

copper conductor and earthing as required.

19



equivalent.

SCHOOL 11 Nos. 1290.00 14190.00

20 MR




0.00

SCHOOL 218 Nos. 353.00 76954.00

21 MR



Angle/batten holder

0.00

SCHOOL 48 Nos. 112.00 5376.00

22 MR




0.00

SCHOOL 9 Nos. 1555.00 13995.00

23 MR



25W or equivalent.

0.00

SCHOOL 10 Nos. 1868.00 18680.00



18 Nos. 3209.00 57762.00

24 MR





0.00

SCHOOL 102 Nos. 1748.00 178296.00

25 MR



making the hole to suit the size of the above fan, making good

the damage complete, connection, etc as required.

0.00

SCHOOL 46 Nos. 3316.00 152536.00

SUBTOTAL 517789.00

EARTHING

28 MR

Earthing with copper earth plate 600 mm x 600mm x 3.15 mm

thick ISI marked including accessories and providing



SCHOOL 8 set 6440.00 51520.00

29 MR


marked at 0.5 meter below ground level as strip earth

electrode including soldering etc. as required.

SCHOOL 141 Rmt 568.00 80088.00

30 MRSupplying and laying 25 mm x 6 mm CU earth strip ISI

marked on surface or in recess for connection etc as required.

SCHOOL 79 Rmt 607.00 47953.00

SUBTOTAL 179561.00

TV & TELEPHONE



31 MR


telephone socket (RJ 11) ISI marked mounted on G.I modular

box with face plate & cover of suitable size , including all


Charge.

SCHOOL 6 Nos. 396.00 2376.00

32 MR





SCHOOL 15 Nos. 503.00 7545.00

33 MR





Charge.

SCHOOL 10 Nos. 392.00 3920.00

34 MR



of phenolic laminated sheet cover in front including cutting the

wall and making good the same in case of recessed conduit

as required.

SCHOOL 8 Nos. 157.00 1256.00

35 MR




required.

SCHOOL 662 Rmt 82.00 54284.00

36 MR

Supplying and drawing one pair, 0.5 sq.mm FR PVC insulated

coper conductor, unarmoured telephone cable in existing

surface / recessed PVC conduit as required.

SCHOOL 154 Rmt 34.00 5236.00



SCHOOL 454 Rmt 52.00 23608.00

38 MR


copper conductor PE insulated shielded with fine tined copper

braid & protected in the existing surface / recessed PVC


SCHOOL 248 Rmt 28.00 6944.00

TOTAL 105169.00


MISCELLENEOUS ITEM

1 AR

Dry stone pitching 22.5 cm thick including supply of

stones and preparing surface complete. 1078.33 SQM 381.02 410866.61

2 AR




of bitumen primer @0.40Kg per sqm, 2nd & 4th

courses ofbonding material @ 1.20 kg/sqm, which shall

consist of blown type bitumen of grade 85/25

conforming to IS : 702, 3rd layer of roofing membrane

APP modified Polymeric membrane 2.0 mm thick of

3.00 Kg/ sqm weight consisting of five layers

prefabricated with centre core as 100 micron HMHDPE

film sandwiched on bothsides with polymeric mix and

the polymeric mix is protected on both side with 20

micron HMHDPE film. 5th, the top most layer shall be

finished with brick tiles of class designation 10 grouted

with cement mortar 1:3 (1 cement : 3 fine sand) mixed

with 2% integral water proofing compound by weight of

cement over a 12 mm layer of cement mortar 1:3 (1

cement : 3 fine sand) and finished neat (item of laying

brick tiles shall be paid for separately).

2954.80 SQM 294.36 869762.68

3 AR





Application of 2-3 mm base coat of polymerized

cementitious coating over insulation layer reinforced fibre



1124.50 sqm 1183.60 1330953.47

2611582.75



Sl. No Item of Works Qnty. Unit Rate (Rs.) Amount (Rs.)

1

AR

Conducting reconnaissance survey, integrated Hydrological &



selection and recommendation of site for drilling production wells

in selected area.

1.00 Job 8,500.00 8,500.00

2

AR

Labour for drilling a perfectly vertical bore hole for a specified dia









collapse of over burden is to be provided by the contractor including

lowering and withdrawing after completion of the Tube Well).

(a)AR

Labour for drilling of 200mm dia & 150mm dia bore from '0' mtr. to

'100' mtr.

75.00 Mtr. 628.60 47,145.00

3 Providing & lowering the following size PVC pipes (ASTM) with




slotted pipe and supplying and fixing all jointing materials, T&P etc.

complete and keeping the top of the casing pipe threaded including

plugging the tube well to prevent entry of foreign materials from

above. The cost inclusive of pipes, fittings, labour, consumables,

POL, consumables with hire & running charges of machinaries etc.


(a)AR

Lowering of 200mm (8'') dia PVC plastic pipes Sch-80 as per


75.00 Mtr. 1,578.30 118,372.50

4

AR

Cleaning and developing the tube well using their own compressor





1.00 Job 4,584.40 4,584.40

5

AR

Supplying all materials, labour & tools and plant and grouting with




in-Charge.

1.00 Job 2,585.10 2,585.10

6 Providing all materials required for construction of brick masonry















a)

AR

Outer size 1400mm x 1400mm x 1200mm ht. chambers 1.00 No. 12,500.00 12,500.00


1

AR

Supply, Installation, testing & commissioning of 3-phase, 50Hz











1.00 Job 50,000.00

(Provisional)

50,000.00

Total: 243,687.00

BORE WELL

Name of the work:



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