BILL OF QUANTITIES OF PROPOSED CONSTRUCTION … · SN DESCRIPTION OF ITEMS QTY UNIT RATE AMOUNT A WATER DISTRIBUTION SYSTEM 1 Providing and laying HDPE PIPEwith 6 kg pressure including

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1111 2222 4444

A आनावासीय भवन 1446.70

B आवासीय भवन 1693.59

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BILL OF QUANTITIES OF PROPOSED CONSTRUCTION OF

DISTRICT JAIL

AT SANTKABIR NAGAR

ykxr lkjkW'k ykxr lkjkW'k ykxr lkjkW'k ykxr lkjkW'k ( flfoy va'k flfoy va'k flfoy va'k flfoy va'k )

SN DESCRIPTION OF ITEMS QTY UNIT RATE AMOUNT

A WATER DISTRIBUTION SYSTEM

1 Providing and laying HDPE PIPEwith 6 kg pressure including

all assesaries such as valve,service saddle, tee band and

trenching,backfilling , shifting of line ,making chamber ,jointing

of pipe with butt fusion and testing complete as per desiser of

engineer in charge.

160 MM 1750 metre 1875.00 3281250.00

110 MM 2800 metre 1170.00 3276000.00

B Constructing masonry Chamber 90x90x100 cm inside, in brick

work in cement mortar 1:4 (1 cement : 4 coarse sand) for

sluice valve, with C.I. surface box 100 mm top diameter, 160

mm bottom diameter and 180 mm deep (inside) with chained

lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4

graded stone aggregate 20 mm nominal size ), i/c necessary

excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand

: 10 graded stone aggregate 40 mm nominal size ) and inside

plastering with cement mortar 1:3 (1 cement : 3

coarse sand) 12 mm thick, finished with a floating coat of neat

cement complete as per standard design :

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

class designation 7.5

With F.P.S. bricks class designation 75

a 0.00 to 1.0 m depth 60 nos 23515.70 1410941.70

TOTAL 7968191.70

SUB TOTAL 7968191.70

G. TOTAL 7968191.70

SAY 79.68 Lacs

EXTERNAL WATER SUPPLY SYSTEM IN THE CAMPUS


DISTRICT JAIL

AT SANTKABIR NAGAR

( ABSTRACT OF COST )

Item Qty . Unit Rate Amount

No.

1 3 4 5 6

1

EARTH WORK IN EXCAVATED in trenches

foundation & for pipes cables etc. in ordinary

soil (Loam clay or sand ) including lift upto 1.5

m lead upto 50 m & dressing of sides &

ramming of bottoms & disposal of surplus

excavated earth as directed by the engg.in 61.82 cum 87.40 5402.96

2

Providing & Laying in cement concrete

1:4:8(1 cement :4 C. sand : 8 graded STONE

ballast 40mm nominal size) and curing

complete. Including cost of form work in

foundations & floors.1.70 cum 4864.00 8270.31

3

Providing units of reinforced cement

concrete 1:3/2:3 mix (1 cement : 3/2 coarse

sand : 3/2 coarse sand : 3 graded stone

aggregate 20 mm noninal size) of strength not

less than M- 20 in slab excluding reinforcement.

0.88 Cum. 8018.00 7036.43

4 Brick work in foundationG.F. 12.26 Cum. 4655.00 57090.78

5

Mild steel or iron work in plain work such as

reinforced concrete or reinforced brick work

( when not included in over all rates ) Wrought

to required shape as necessary including

bending for proper completion of work and

including supply 0.69 Qtl 6545.50 4516.40

6

Boring/drilling bore well of required dia for

casing/ strainer pipe, by suitable method

prescribed in IS: 2800 (part I), including

collecting samples from different strata,

preparing and submitting strata chart/ bore log,

including hire & running charges of all

equipments, tools, plants & machineries

required for the job, all complete as per

direction of Engineer -in-charge, upto 90 metre

depth below ground level.

400 mm dia 30.00 M 541.41 16242.15

6

7

Supplying, assembling, lowering and fixing in

vertical position in bore well,

unplasticized PVC medium well casing (CM)

pipe of required dia, conforming to IS: 12818,

including required hire and labour charges,

fittings & accessories etc. all complete, for all

depths, as per direction of Engineer

-in-charge.

200 mm nominal size dia 20.00 M 834.67 16693.40


RAIN WATER HARVESTING

Item

2

8

Supplying, assembling, lowering and fixing in

vertical position in bore well

unplasticized PVC medium well screen (RMS)

pipes with ribs, onforming to IS: 12818,

including hire & labour charges, fittings &

accessories etc. all complete, for all depths, as

per direction of Engineer-in-charge.

200 mm nominal size dia 10.00 M 779.76 7797.60

9

Supplying, filling, spreading & leveling stone

boulders of size range 5 cm to 20 cm, in

recharge pit, in the required thickness, for all

leads & lifts, all complete as per direction of

Engineer-in-charge. 2.45 CUM 478.94 1173.41

10

Supplying, filling, spreading & leveling gravels

of size range 5 mm to 10 mm, in the recharge

pit, over the existing layer of boulders, in

required thickness, for all leads & lifts, all

complete as per direction of Engineer-incharge.

8.84 CUM 865.12 7647.64

11

Supplying, filling, spreading & leveling coarse

sand of size range 1.5 mm to 2 mm in recharge

pit, in required thickness over gravel layer, for

all leads & lifts, all complete as per direction of

Engineer -in-charge. 2.45 CUM 809.97 1984.43

12

Gravel packing in tubewell construction in

accordance with IS: 4097, including providing

gravel fine/ medium/ coarse, in required

grading & sizes as per actual requirement, all

complete as per direction of Engineerin-

charge.

8.84 CUM 938.46 8295.96

13

Development of tube well in accordance with IS

: 2800 (part I) and IS: 11189, to establish

maximum rate of usable water yield without

sand content (beyond permissible limit), with

required capacity air compressor, running the

compressor for required time till well is fully

developed, measuring yield of well by “V” notch

method or any other approved method,

measuring static level & draw down etc. by step

draw down method, collecting water samples &

getting tested in pproved laboratory, i/c

disinfection of ubewell, all complete, including

hire & labour charges of air compressor, tools

& accessories etc., all as per uirement and

direction of Engineer-in-charge.

10.00 Hrs. 643.25 6432.45

14 P/F of M.S. Wall Cap. 1.00 No. 950.00 950.00

15 P/F of M.S. Bail Plug. 1.00 No. 950.00 950.00

G. Total 150483.91

PVC DRAIN WITH GULLY CHAMBER

Item Qty . Unit Rate Amount

No.

1 3 4 5 6

1

Excavating trenches of required width for pipes,

cables, etc including excavation for sockets,

and dressing of sides, ramming of bottoms,

depth upto 1.5 m including getting out the

excavated soil, and then returning the soil as

required, in layers not exceeding 20 cm in

depth including consolidating each deposited

layer by ramming, watering, etc. and disposing

of surplus excavated soil as directed, within a

lead of 50 m :All kinds of soil (A) Pipes,

cables etc. exceeding 80 mm dia. but not

exceeding 300 mm dia. 100.00 M 121.17 12117.25

2

Providing, laying and jointing

P.V.C.pipesincluding testing of joints etc.

complete : 100.00 M 712.50 71250.00

3

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

cement : 5 coarse sand : 10 graded stone

aggregate 40 mm nominal size) all-round

P.V.C. pipes including bed concrete as per

standard design: 150 mm diameter P.V.C. pipe

100.00 M 688.47 68846.50

4

Constructing brick masonry road gully chamber

50x45x60 cm with bricks of class designation

75 in cement mortar 1:4 (1 cement : 4 coarse

sand) including 500x450 mm pre-cast R.C.C.

horizontal grating with frame complete as per

standard design :With F.P.S. bricks

10.00 EACH 3759.63 37596.25

5

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

bricks of class

designation 7.5

1.00 EACH 5926.29 5926.29

G. Total 195736.29

RS. 195736.29


BILL OF QUANTITY

Item

2

Item DESCRIPTION Qty . Unit Rate Amount

No.

1 2 3 4 5 6

1 Cost of Filtration Tank

(2.5 m dia with 3.00 m deep) 6 No. 150483.91 902903.47

2 Cost of P.V.C. PIPE Drain 6 no 195736.29 1174417.74

G.Total 2077321.21

SAY 20.77 LACS

1

ESTIMATE FOR RAIN WATER HARVESTING

ABSTRACT OF COST

RAIN WATER HARVESTING

Sl. No. Description of Items Qty. Unit Rate Amount

(In Rs.)

1 2 3 4 5 6

1- Transportation of Camp. Shifting of rig M/c & its allied

equipts. 1.00 Job 47500.00 47500.00

2- Drilling of 350mm to 400mm dia hole by direct rotary

rig M/c. 100.00 M 1172.63 117263.25

3- Lowering of 8" Housing Pipe Threaded 40.00 M 1549.64 61985.60

4- Lowering of 6" B.P. Threaded 50.00 M 1262.74 63137.00

5- Lowering of 6" slotted mtr. Pipe Threaded 10.00 M 1262.74 12627.40

6- P/F of 8" M.S.CLAMPS 8.00 No. 1244.64 9957.14

7- P/F of 6" M.S. Socket 8.00 No. 902.50 7220.00

8- P/F of 8"/ 6" M.S. Reducer 1.00 No. 1900.00 1900.00

9- P/F of 8" M.S. Wall Cap. 1.00 No. 185.39 185.39

10- P/F of 6" M.S. Bail Plug. 1.00 No. 251.85 251.85

11- Strata Sample Box or Polythene Bags. 2.00 No. 2375.00 4750.00

12- P/F of Pea Gravel . 10.00 Cum 927.77 9277.70

13- Developments by air compr. 250 P.S.I. 10.00 Hrs. 584.01 5840.13

14- Development By O.P. Unit. 10.00 Hrs. 1187.50 11875.00

15- Transportaation Charges of Air Compr. & O.P. Unit. 1.00 No. 9500.00 9500.00

16- Logging Charges if required. 1.00 No. 12350.00 12350.00

17- Installation of Pump Set 5.0 H.P. K.S.B. Make with 4"

M.S. Column Pipe Starter 12.5 H.P.V. Meter , A.

Meter etc. 1.00 No. 50000.00 50000.00

18- Supply and laying unde ground G.I. pipe 80 mm dia

from tubewell to O.H.T. (DSR18.12.8) 80.00 M 622.40 49791.74

Total (A) 475412.19

FOR ONE TUBEWELL G. Total 475412.19

Say Rs. 4.75 Lacs


DISTRICT JAIL

AT SANTKABIR NAGAR

ABSTRACT OF COST(Construction of Deep Tube well of size 8/6" & 100 M Depth)

Sl.

No.

Description of Items Qty. Unit Rate Amount

(In Rs.)

1 2 3 4 5 6

1- Transportation of Camp. Shifting of

rig M/c & its allied equipts. 1.00 Job 40000.00 40000.00

2- Drilling of450mm to600 mm dia hole

by direct rotary rig M/c. 155.00 M 3087.50 478562.50

3- Lowering of 12" Housing Pipe

Threaded 50.00 M 6175.00 308750.00

4- Lowering of8" B.P. Threaded 40.00 M 4275.00 171000.00

4-a Lowering of8" B.P. blind 60.00 M 3800.00 228000.00

5- Lowering of 6" slotted mtr. Pipe

Threaded 40.00 M 1567.50 62700.00

6- P/F of12" M.S. Socket 14.00 No. 1662.50 23275.00

7- P/F of 8" M.S. Socket 18.00 No. 1187.50 21375.00

8- P/F of12"/ 8" M.S. Reducer 1.00 No. 3325.00 3325.00

9 P/F of12" M.S. Wall Cap. 1.00 No. 2375.00 2375.00

10- P/F of 8" M.S. Bail Plug. 1.00 No. 1900.00 1900.00

11- Strata Sample Box or Polythene

Bags. 2.00 No. 2375.00 4750.00

12- P/F of Pea Gravel . 50.00 Cum 4275.00 213750.00

13- Developments by air compr. 250

P.S.I. 60.00 Hrs. 4275.00 256500.00

14- Development By O.P. Unit. 90.00 Hrs. 1050.00 94500.00

15- Transportaation Charges of Air

Compr. & O.P. Unit. 1.00 No. 9500.00 9500.00


DISTRICT JAIL

AT SANTKABIR NAGAR

ABSTRACT OF COST

(Construction of Deep Tube well of size 12/8" & 167 M Depth)

Sl.

No.

Description of Items Qty. Unit Rate Amount

(In Rs.)

1 2 3 4 5 616- Logging Charges if required. 1.00 No. 12350.00 12350.00

17- Installation of Pump Set 17.5 H.P.

K.S.B. Make with 4" M.S. Column

Pipe Starter 12.5 H.P.V. Meter , A.

Meter etc.1.00 No. 213750.00 213750.00

18- Supply and laying unde ground G.I.

pipe 80 mm dia from tubewell to

O.H.T. (DSR18.12.8) 50.00 M 622.40 31119.84

Total (A) 2177482.34

FOR ONE NOS G. Total 2177482.34

FOR TWO NOS Say Rs. 43.55 Lacs

S.N. DESCRIPTION OF ITEM TOTAL QTY UNIT RATE Rs. AMOUNT Rs

1 2 3 4 5 6

1 Boring with 100 mm diameter casing pipe for hand pump

/ tubewell, in

all soils except ordinary hard rocks requiring blasting,

including removing

the casing pipe after the hand pump / tube well is

lowered and tested : 20.00 M 394.63 7892.60

2 Providing and placing in position filters of 40 mm

diameter G.I. pipe

with brass strainer of approved quality. 20.00 M 553.52 11070.35

3 Providing and fixing to filter and lowering to proper levels

40 mm G.I.

pipe for tube well including cleaning and priming the tube

well. 20.00 M 289.51 5790.25

4 Providing and placing in position hand pump of approved

quality for

40 mm diameter G.I. pipe complete with all accessories.

1.00 NOS 5000.00 5000.00

TOTAL 29753.20

COST FOR 1 HAND PUMP SAY 0.30 LACS.

COST FOR 15 HAND PUMP 4.46 LACS.


DISTRICT JAIL

AT SANTKABIR NAGAR


HAND PUMP

SN DESCRIPTION OF ITEMS QTY UNIT RATE AMOUNT

A Providing and laying HDPE PIPEwith 6 kg pressure

including all assesaries such as valve,service saddle, tee

band and trenching,backfilling , shifting of line ,making

chamber ,jointing of pipe with butt fusion and testing

complete as per desiser of engineer in charge.

1 Pipes, 200 mm dia.

a 0.00 to 1.5 m depth 590.00 metre 3500.00 2065000.00


a 0.00 to 1.5 m depth 900.00 metre 4200.00 3780000.00


a 1.50 to 3.0 m depth 475.00 metre 5700.00 2707500.00

B Constructing brick masonry manhole in cement mortar

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

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

aggregate 20 mm nominal size), foundation concrete

1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone

aggregate 40mm nominal size) inside plastering 12mm

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

finished with floating coat of neat cement and making

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

sand : 4 graded stone aggregate 20mm nominal size)

finished with a floating coat of neat cement complete as

per standard design :

1 Inside size 120x90 cm of various deep deep including

C.I. cover with frame (medium duty) 500 mm internal

diameter,

With F.P.S. bricks class designation 75

a 0.00 to 1.0 m depth 45 nos 22374.00 1006830.00

b 1.01 to 1.5 m depth 20 nos 32310.00 646200.00

SUB TOTAL 10205530.00

G. TOTAL 10205530.00

SAY 102.06 Lacs


DISTRICT JAIL

AT SANTKABIR NAGAR


EXTERNAL SEWER SYSTEM IN THE CAMPUS

S.N. Description of item Qty Unit Rate Amount

1 2 7 8 9 10

LAND SCAPING WORK1 Levelling of surface including earth work in surface excavation not

exceeding 30cm in depth banking excavated earth in layer not

exceeding 20cm in depth breaking clods watering rolling each layer

with 1/2 tonne roller, or wooden or steel rammers and rolling every

3rd and top most layer with power roller of minimum 8 tonnes and

dressing up in embankments for roads etc with the help of hydraulic

excavator, levellors etc complete for required gradient including

preparation and consolidation4500.00 Sqm 70.25 316125.00

2 Providing and laying selection first grade grass carpeting at the

given area including labour T&P complete 4500.00 Sqm 180.00 810000.00

3 Providing and spreading fine sand to the grass work of required

thickness 4500.00 Sqm 75.00 337500.00

4 Transpotation of Grass etc Delhi to SANT KABIR NAGAR 20.00 Job 10000.00 200000.00

5 Supply & mixing of vermicompost with soil including cost of

vermicompost & spreading 4500.00 Sqm 22.50 101250.00

6 Supply & mixing of manure with soil including cost of manure,

transpotation and spreading 100.00 Job 1200.00 120000.00

G.Total 1884875.00

BILL OF QUANTITYLAND SCAPING AND HARTICULTURE WORK

HORTICULTURE WORK AT THE GIVEN AREA1 Mango Amrapali 70.00 Tree 120.00 8400.00

2 Neem 70.00 Tree 220.00 15400.00

3 Gole Mohar 70.00 Tree 220.00 15400.00

4 Washington palm (3' - 4', 8" - 10" dia) 70.00 Tree 7000.00 490000.00

5 Bottle Palm(12' - 15', 20" - 24" dia) 70.00 Tree 3925.00 274750.00

6 Ficus Black (4' - 5' long) 70.00 Tree 1800.00 126000.00

7 Ficus Ponda (1' - 2' long) 70.00 Tree 300.00 21000.00

8 Ficus Bingomina Topairy (10' - 15') 70.00 Tree 10000.00 700000.00

9 Cessia Festula 70.00 Tree 540.00 37800.00

10 Digging of hole in soil (1x1x1) Mt. & termite treatment including filling

of soil with manure 630.00 Tree 280.00 176400.00

G.Total 1865150.00

G. TOTAL 37.50 LACS

NON RESIDENTIAL BUILDINGS


1 2 3 4 5 6

1 EXCAVATION in foundation in ordinary Soil (Loam clay or sand ) including lift upto 1.5m leadupto 30.0 m & including filling watering andramming of excavated earth into the spacebetween the building & sides of foundationtrenches or into the plinth and removal & disposalsurplus earth as directed by the engineer I/C withina lead of 30 m.from foundation trenches.

5292.14 Cum. 67.45 356954.93

2 Filling of available excavated earth in trenches,

plinth, sides of foundation etc. inlayers notexceeding 20 cms in depth, consolidating eachdeposited layer by ramming and watering includinglead upto 50m & lift upto 1.50m. 5264.41 cum 90.25 475113.12

3 Sand filling in plinth including supply of

necessary quantity of sand from a distance notexceeding 8.00Kms. From the site of workincluding watering, dressing etc. labour & T &P etc.required for proper completion of work saplings ofgirth upto 30 ground level and removal of rubbishupto a distsnce of 50m out side the periphery ofarea cleared. under floor fine sand

3385.18 cum 446.50 1511484.25

4 Painting on D.P.C. with two coats of airblown

bitumen 85/50 or 85/25 @ 1.7kg/Sq. M. approxincluding cost of fuel if any. 10640.25 SQM 47.50 505411.88

5 Providing and laying Cement concrete 1:4:8

(1cement :4 fine sand :8 graded stone ballast 40mm. nominal size) including supply of all materials,labour and T&P etc. required for proper completionof the work and curing complete, also including costof formwork in foundation.

1295.87 Cum. 4750.00 6155378.23

6 Cast cement concrete as in door sills, chaukhat

boundary post as similar precast unit with cement,

approved coarse sand and 20 gauge approvedstone ballast in the proportion of 1:2:4 (class 150)excluding supply of reinforcement and its bendingwith 24 B.W.G.G.I. binding wire and includingnecessary scentring and shuttering etc. and alsoincluding supply of all materials labour T&P etcrequired for proper completion of work. Binding wire to be supplied by the contractor free of cost.

167.12 cum 6555.00 1095471.60


DISTRICT JAIL

AT SANTKABIR NAGAR

( CIVIL WORK )


1 2 3 4 5 6

7 R.C.C. work with cement approved coarse sandand 2cm Gauge approved stone ballast in the

proportion of M 20 in FOUNDATION Excluding its

fixing and binding wire and including necessarycentering and shuttering etc and also including S/oall materials required for proper completion of thework. Binding wire to be supplied by the contractorfree of cost. 852.91 cum 6460.00 5509824.89


proportion of M20 in COL., excluding its fixing and

binding wire and including necessary centering andshuttering etc and also including S/o all materialsrequired for proper completion of the work. Bindingwire to be supplied by the contractor free of cost.But in RCC column in 1:1.5:3

242.58 cum. 8407.50 2039468.81


proportion of M 20 in plinth beams, excluding its

fixing and binding wire and including necessarycentering and shuttering etc and also including S/oall materials required for proper completion of thework. Binding wire to be supplied by the contractorfree of cost. i.e. having spans upto 6 metres.

319.54 cum 7932.50 2534731.76


proportion of M 20 in lintels of doors and windows,

excluding its fixing and binding wire and includingnecessary centering and shuttering etc and alsoincluding S/o all materials required for propercompletion of the work. Binding wire to be suppliedby the contractor free of cost.

330.09 Cum 7220.00 2383275.36


proportion of M20 in slab , excluding its fixing and

binding wire and including necessary centering andshuttering etc and also including S/o all materialsrequired for proper completion of the work. Bindingwire to be supplied by the contractor free of cost.

1722.04 cum 7695.00 13251106.01


proportion of M20 in beams, excluding its fixing

and binding wire and including necessary centeringand shuttering etc and also including S/o allmaterials required for proper completion of thework. Binding wire to be supplied by the contractorfree of cost. 568.23 cum 8170.00 4642411.00


1 2 3 4 5 6

13 Mild steel or iron in plain work such as in

reinforced concreted or reinforced brick work

(when not included in overall rates) wrought torequired shape as necessary including bending forproper completion of the work and including supplyof steel its wastage. Bend hooks and authorizedoverlapping shall be measured 3529.33 qtl. 6175.00 21793612.75

14 M-150 brick work in 1:6 cement and coarse

sand mortar in foundation and plinth including

supply of all materials, labour and tools and plantsetc required for proper completion of work. 2267.06 Cum. 3800.00 8614830.37


sand mortar in super structure including necessary

cutting and moulding of bricks required and alsoincluding honey comb brick work thickness of wallsmore than one brick and for extra labour to aboveitems 4548.84 Cum 4127.75 18776478.22

16 Class 150 brick work in but in 1 : 4 cement &

coarse sand mortar for wall thickness 12 cm.

and below, upto two floors 121.94 cum. 4593.25 560103.90

17 Proving & injecting chamical emulsion for

preconstructional anti-termite treatment and

creating a chemical barrier under & alround thecolumn pits wall trenches basement excavation topsurface if plinth filling junction of wall & floor alongthe external perimeter of building expansion jointssurrounding of pipes & coduits etc.complete plintharea of the building at ground floor only shall bemeasured as per I.S.63/3( part II 1981 ) Aldrineemlsifiable concentrate or any other approvedmaterial such as Htrachlore or Chlordance will beused . The rate of application of chemicalemulsion shall be as follows:

(I) Treatment for masonary & foundation 5litres/sqm.(II) Back fill in immediate contract with foundation7.5 litres / sqm. (III) Treatment of top surface of plinth filling 5litres/sqm . (IV) Treatment of junction of wall and floor7.5litres/sqm.

18 Providing and fixing cup board shutters 25mm

thick, with Pre-laminated flat pressed three layer

particle board or graded wood particle board IS:12823 marked exterior grade (Grade l Type ll)having one side decorative lamination and otherside balancing lamination including IInd class teakwood lipping of 25mm wide x12 mm thick withnecessary screws and bright finished stainless steelpiano hinges complete as per direction of theEngineer-in-Charge 9.49 sqm 1506.27 14294.50


1 2 3 4 5 6

18 Supply and fixing of flush Doors commercial

quality conforming to I.S. 2202 Part 1 (1983)including fixing of wooden cleats and stoppers andincluding fixing and adjustment of hinges boltslocks handles springs fitting with necessary screwsto be supplied35mm thick for double leaf shutters 41.06 Sqm 1309.10 53751.65

35 mm thick single leaves 182.75 Sqm 1222.65 223439.29

19 Pressed Steel Chaukhats:- Supply fo M.S. Steel

18 guage (1.25 mm) pressed steel door Chaukhats

including S/F of iron but hinges of 100x3 mm I.S.I.

mark with drilling holes for L-droop and pipes 15x12

mm C leats for tower bolt and 40x6 mm hold fast

230 mm long including supply of all materials

labour T&P carriage upto site required proper

completion of work as per direction of E/IA (a) Section 100x50 mm for double rebate door

chaukhats & 6 hinges 0.00 M 271.70 0.00

19 Mild steel or iron work of small size and sectiossuch as holding down bolts, hold fast, tie rods,grating etc, (when not including in an overall rates)wrought to required shape as necessary for bendingetc including supply of steel and its wastageincluding cost of bolts nuts if required and welding,grinding and making holes as required for propercompletion of workFabrication of Z -Section steel windows 4618.56 kg. 62.70 289583.71

20 Mild steel of iron work in heavy size such as

trusses built up gates record racks roof work

gates etc wrought to required form including drillingholes riverting or welding where necessary & theirfixing required for proper completion of the work

10564.97 kg. 68.40 722643.95

21 Fixing Panes of glass with and including I.S.I.marked quality putty brads and springs andincluding supply of all materials and labour etccomplete.(b) 3.8 to 4.7 mm thick 117.00 Sqm 618.45 72358.65

22 Mildsteel of iron workof small sizes and sectionssuch as holding down bolts, hold fast tie rods,gratings etc.(when not included in an overall rates)wrought to required from including supply of steeland its wastage including cost of bolts, nuts ifrequired and welding, grinding and making holes asrequired for proper completion of workFabrication of Grill/Stairs case railing 158504.98 kg. 62.70 9938262.25

23 Providing and fixing fly proof galvanised M.S. wiregauze to windows and clerestory windows usinggalvanised M.S. wire gage with average width ofaperture 1.4 mm in both directions with wire of dia.0.63 mm.

With 12 mm mild steel U beading. 197.98 Sqm 521.31 103208.95


1 2 3 4 5 6

24 Fixing of steel or wooden Chaukhats in position

Doors chaukhats/window chakhats above1.5 Sqm271.00 NOS 76.00 20596.00

Window chaukhats more than 1.5 Sq.M. 766.00 NOS 47.50 36385.00ventilator chaukhats 186.00 NOS 38.00 7068.00

25 Providing and fixing ISI marked oxidised M.S.

sliding door bolts with nuts and screws etc.

complete size 250x16 mm 271.00 Nos 146.87 39801.77


tower bolt black finish, (Barrel type) with

necessary screws etc. complete :250x10 mm 2939.00 Nos. 60.37 177427.43


handles conforming to IS:4992 with necessary

screws etc. complete :125 mm 2939.00 Nos. 25.84 75943.76

28 P/L (white / coloured) Kajaria tiles, Ramano tiles

flooring over 20 mm (av) thick base of cement

mortar 1:4 (1 cement: 4 coarse sand) laid andjointed with white cement (with pigment) slurryincluding rubbing and polishing complete 270.36 sqm 617.50 166947.30

29 Supplying & fixing 6 mm ( 1/3" thick china white

glazed tiles in flooring or in skirting or dado laid

with 1:3 cement & approved coarse sand mortarfinished with white cement surry jointing & polishingcomplete including slurry jointing & all materialslabours, T&P etc. required for proper completion ofthe work. 1554.41 sqm 617.50 959848.18

30 P/L 20 mm thick white Kota stone flooring over

20 mm thick base of cement mortar 1:4 (1 cement :4 coarse sand) laid over jointed with grey cementslurry mixed with pigment to match the shade ofslab including rubbing and polishing complete

2306.51 sqm 996.55 2298548.55

31 Kota stone slab 20 mm thick in risers of steps

skirting dado and pillars laid on 10mm thick

cement mortar 1:3 (1 cement : 3 coarse sand)jointed with grey cement slurry mixed with pigmentto match the shade of slabs including and polishingcomplete 179.23 sqm 882.55 158175.55

32 Providing & laying of 8 to 10 mm thick ivory or

light shade vitrified tiles of 600mmx600mm size

in flooring or skirting laid with 1:3 cement mortar (1cement :3 coarse sand) finishing with cement slurry& with pigment grouting & polishing complete i/csupply of all materials, labour T&P required forproper completion of work including base concrete1:2:4 (1 cement : 2course sand : 4grit 20mm)average base thickness 40mm etc.

211.24 Sqm 997.50 210711.90


1 2 3 4 5 6

33 P/L 20 mm white albetta stone flooring over

25mm thick base of cement mortar 1:4 (1 cement :4 coarse sand) laid and jointed with white cementslurry including rubbing and polishing complete

20.93 Sqm 2023.74 42356.88

33 62 mm thick cement concrete flooring with

concrete hardener topping under layer 50 mm thickcement concrete 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate 20mm nominal size) andtop layer 12mm thick cement hardener consistingof mix 1:2 (1 cement hardener mix : 2 graded stoneaggregate 6mm nominal size) by volume.Hardening compound is mixed @ 2 litre per 50kg ofcement or as per manufactures specifications. Thisincludes cost of cement slurry, but excluding thecost of nosing of steps etc. complete.

8702.09 Sqm 501.84 4367054.34

34 Cement plaster skirting (up to 30 cm height) with

cement mortar 1:3 (1 cement : 3 coarse sand)finished with a floating coat of neat cement. 18 mmthick 855.10 Sqm 284.24 243053.91

35 Providing & fixing glass strips of 3.15 mm (1/8")

thickness 40 mm depth in joints of floors & skirtingsat the time of laying floors, flash with floor level,including labour and T&P etc. complete.

21377.70 M 18.15 388005.30

36 10mm cement plaster in single coat on fair side of

single or half brick wall for single or half brick wallfor interior plastering upto floor two level includingbrick wall for interior plastering upto floor two levelincluding internal rounded angles chamfers and/orrounded angles not exceeding 80mm in girth andfinished evenand smooth no. extra for mixing and

additive. 1 cement: 6 C. sand21508.18 sqm 85.50 1838949.08

37 15 mm cement plaster in single coat on rough side

of single or half brick wall for interior plastering uptofloor two level including internal rounded angles notexceeding 80mm in girth and finished even and

smooth 1 cement: 6 C sand 20247.20 Sqm. 99.75 2019658.50

38 10 mm cement plaster in single coat on fair side of


additive. 1 cement: 3 course sand in ceiling10456.61 sqm 123.50 1291391.88


1 2 3 4 5 6



smooth 1 cement: 3 course sand in plinth12615.02 sqm 142.50 1797639.87

40 Painting two coats over priming coat on steel &

other metal surfaces up to 10 cm width or sq,mt inareas with superior synthetic enamel such as Luxol-3 Hi-gloss apcolite superlac, Dulux specifiedfinishing to give an even shade & incl. cleaning thesurface of all dirt, dust & other foreighn matter sandpreparing and knotting incl. cost of all etc. requiredfor proper completion of work.

4614.39 Sqm 81.13 374365.46

41 Painting two coats over priming coat on wood

surfaces up to 10 cm width or sq,mt in areas withsuperior synthetic enamel such as Luxol-3 Hi-glossapcolite superlac, Dulux specified finishing to givean even shade & incl. cleaning the surface of alldirt, dust & other foreighn matter sand preparingand knotting incl. cost of all etc. required for propercompletion of work.

555.20 Sqm 81.13 45043.38

41 Finishing wall with water proofing cement paint

of approved make such as super snowcem,Durrocem, fobiacem, guttucem, supercem qualityand of required shade on undecorated wall surface(Two or more coat) over including one coat whitecement primer to give an even shade afterthoroughly brushing the surface to powderedmaterials including curing and cost of all materials(THREE COAT) 15927.86 sqm 87.40 1392094.96

42 White washing with lime on under coate wall

surface (Three coat) to give and even shadeincluding thoroughly brooming the surface toremove all dirt mortar drops and other foreignmatter 10781.13 sqm 9.60 103498.85

43 Distempering (Three coat) with dry distemper of

approved brand and of required shade on undercoated wall surface to give an even shade over andincluding a priming coat with whiting afterthoroughly brushing the sufface free from droppingand other forein matter including prepairing thesurface even and sand prepared smooth

38552.54 Sqm 46.55 1794620.55


1 2 3 4 5 6

44 Providing and laying "brick coba" 12 mm thick laid

with M-150 class brick bat coba 7.50 cm thick withgap of 15 mm to each other, over 20 mm thickbase of cement mortar 1:4 cement and coarse sandmixed with water proofing compound spreadingcement slurry mixed with aerelic cement concretewater proofing compound filled gaps of coba & topof coba mortar mixed with water proofingcompound in

1:4 cement and coarse sand mortar finfishedsmooth & top mashed false square 30 x 30 cm andside wall parapet shall be monotythic plaster wallupto 30 cm higher and junction and corner shall berounded by brick ballast cement and coarse sandmasonary coba with top finished plaster mixed withacetic water proofing compound @ 2% by weight &including S/o all material, labour, T&P etc completefor proper completion of work.

9025.80 sqm 665.00 6002159.83

45 Providing fixing on wall face unplasticised

Rigid PVC rain water pipes conforming to

IS:13592 Type A, including jointing with seal

ring conforming to IS:5382, leaving 10mm gap

fot thermal expansion, (i) Single

socketed pipes.

110mm diameter 1531.25 M 207.67 317994.69

46 Making plinth protection 25mm thick of cement

concrete 1:3:6 (1 cement :3 coarse sand : 6gradedstone aggregate 20mm nominal size) over 75mmbed by dry brick ballast 40mm nominal size wellrammed and consolidated and grouted with finesand including finis 2621.95 M 360.00 943902.36

47 Brick edging 7cm wide 11.4cm. deep to plinth

protection with bricks of class designation 75including grouting with cement mortar 1:4 (1cement : 4 fine sand) 2621.95 M 36.62 96015.85

48 Providing /Making moulding as per approved

Engineer-in-charge. 4008.20 M 308.75 1237532.37

49 Making grooves 10 to 12 mm wide x 8 mm deep

in plaster the all or in ceiling vertically ofhorizontally as required 55568.38 M 18.05 1003009.19

50 Making drip course in sunshade or FACIA as

per direction of Engineer-in-charge including supplyof all materials labour etc. required propercompletion of work. 2797.96 M 4.94 13821.94

51 Providing /laying of light cinder filling under floor

of toilet /sunken roofs 38.52 Cum 1425.00 54891.00


1 2 3 4 5 6

52 P/L water proofing treatment on roofs of slabs

by applying cement slurry mixed with waterproofing cement compound consisting of applying:a) after surface preparation, first layer of slurry ofcement @ 0.488 kg/sqm mixed with water proofingcement compound @ 0.253 kg/sqm b) layingsecond layer of fiber glass cloth when the first layeris still green. Overlabps of joints of fiber clothshould not be less than 10cm c) third layer of1.5mm thickness consisting of slurry of cement @1.289 kg/sqm/ This will be allowed to air cure for 4hours followed by water curing for 48 hours. Theentire treatment will be taken upto 30cm on parapetwall and turked into groove in parapet all around. d)fourth and final layer of brick tiling with cementmortar (which will be paid for seprately for thepurpose of measurment the entire treated surfacewill be measured.

182.94 Sqm 338.91 62000.20

53 Providing and fixing in position collapsible steelshutters with vertical channels 20x10x2mm andbraced with flat iron diagonals 20x5mm size withtop and bottom rail of T-iron 40x40x6mm with40mm dia, steel pulleys complete with bolts, nuts,locking arrangement, stoppers, handles, includingapplying a priming coat of approved steel primer.

137.10 Sqm 4729.05 648352.76

54 Making contraction joints in terraced roof

parapet type as per PWD specification includingsupply of necessary quantity of filter, brick tile allmaterials labour, tools and plants etc required forproper completion of the work 113.16 M 190.00 21500.40

55 Providing and fixing sheet covering over

expansion joints with iron screws as per design to

match the colour / shade of wall treatment.Aluminium fluted strips 3.15mm thick.200 mm wide.

313.60 M 4803.58 1506402.69

56 P/fixing in position 12mm thick bitumen

impregnated fibre board conforming to IS: 1838

incl. cost of primer, sealing compound inexpansion joints. 257.60 M 414.49 106772.62

57 Steel work in built up tubular trusses including

cutting, hoisting fixing in position and applying apriming coat of approved steel primer, welded andbolted including special shaped washers etc.complete.Hot finished welded type tubes. 35392.44 Kg 106.12 3755845.73


1 2 3 4 5 6

58 Providing corrugated G.S. sheet roofing including

vertical/curved surface fixed with polymer coated Jor L hooks, bolts and nuts 8 mm diameter withbitumen and G.I. limpet washers or with G.I. limpetwashers filled with white lead and including a coatof approved steel primer and two coats of approvedpaint on overlapping of sheets complete (up to anypitch in horizontal/ vertical or curved surfaces)excluding the cost of purlins, rafters and trussesand including cutting to size and shape whereverrequired.

0.63 mm thick with zinc coating not less than 275gm/ m² 1733.62 Sqm 655.88 1137046.69

59 Providing and fixing at all height false ceiling

including providing and fixing of frame work made

of special sections power pressed from M.S. sheetand galvanised in accordance with zinc coating ofgrade 350 as per IS : 277 and consisting of anglecleats of size 25mm wide x 1.6mm thick withflanges of 22mm and 37mm at 1200mm centre tocentre one flange fixed to the ceiling with dashfastener 12.5mm diax40mm long with 6mm diabolts to the angle hangers of 25x25x0.55mm ofrequired length, and other end of angle hangerbeing fixed with nut and bolts to G.I. channels45x15x0.9mm running at the rate of 1200mmcentre to centre to which the ceiling section 0.5mmthick button wedge of 80mm with tapered flanges of26mm each having clips of 10.5mm at 450mmcentre to centre shall be fixed in a directionperpendicular to G.I. channel with connecting clipsmade out of 2.64mm diax230mm long G.I. wire atevery junction including fixing the gypsum boardwith ceiling section

and perimeter channels 0.5mm thick 27mm highhaving flanges of 20mm and 30mm long, theperimeter of ceiling fixed to wall/partition with thehelp of rawl plugs at 450mm centre to centre with25mm long drive-all screws @ 230mm intervalincluding jointing and fixing to a flush finish oftapered and square edges of the board withrecommended filler, jointing tapes, finisher and twocoats of primer suitable for board as permanufactures specification and also including thecost of making openings for light fittings, grills,diffusers, cutouts made with frame of perimeterchannels suitably fixed all complete as per drawingand specification and direction of the Engineer inCharge but excluding the cost of painting with :

12.5 mm thick tapered edge gypsum board 274.57 Sqm 764.56 209925.24


1 2 3 4 5 6

SANITARY INSTALLATIONS

60 Providing & fixing stone slab table rubbed, edgesrounded and polished of size 75 X 50cm deep and

1.8 cm thick fixed in urinal patitions by cutting

chase of appropriate width with chase cutter andembedding the stone in chase with epoxy grout orwith cement concrete 1:2:4 ( 1 cement : 2 coarsesand : 4 graded stone aggregste 6mm nominalsize) as per Engineer-in-charge and finished smooth

White Agaria Marble Stone 13.00 sqm 2537.21 32983.73

61 Providing & fixing of water closet squatting pan

(indian type w.c.pan) with 100mm sand cast iron Por S trap, 10 liter low level white p.v.c. flushingcistern with manually controlled device (handlelever)conforming to IS:7231,with all fittings andfixtures comlete including cutting and making goodthe walls and floors wherever required:

Stainless Steel AISI-304(18/8) Orissa pattern W.C.pan of size 585x480 mm with flush pipe andintegrated typefoot rests 81.00 Each 6393.50 517873.50

62 Providing and fixing white vitreous china flat back

half stall urinal of size 580x380x350mm with white

PVC automatic flushing cistern, with fittings,standard size C.P. brass flush pipe, spreaders withunions and clamps (all in C.P. brass) with wastefitting as per IS : 2556, C.I. trap with outlet gratingand other couplings in C.P. brass including paintingof fittings and cutting and making good the wallsand floors wherever required :

Range of two half stall urinals with 5 litre P.V.C.automatic flushing cistern 33.00 Each 9335.56 308073.48

63 Providing and fixing wash basin with C.I. brackets,

15 mm C.P. brass pillar taps, 32 mm C.P. brasswaste of standard pattern, including painting offittings and brackets, cutting and making good thewalls wherever require

White Vitreous China Wash basin size 630x450mm withV single 15 mm C.P. brass pillar tap 86.00 Each 1808.09 155495.74

64 Providing & fixing PVC waste pipe for sinkoncluding PVC waste fitting Complete Flexible Pipe

32mm Dia 231.00 Each 68.92 15920.52


1 2 3 4 5 6

65 Providing and fixing mirror of superior glass (ofapproved quality) and of required shape and sizewith plastic moulded frame of approved make andshade with 6 mm thick hard board backing :Rectangular shape 453x357mm 82.00 Each 665.29 54553.78

66 Providing & fixing PTMT towel ring trapezoidalshape 215 mm long 200 mm wide with minimumdistance of 37 mm from wall face with concealedfittings arrangement of approved quality and colourweighing not less than 88 gms 82.00 Each 166.06 13616.92

67 Providing and fixing soil, waste, vent and rain waterpipes 100mm dia cast (spun) iron S&S pipe 938.00 Rm 904.88 848777.44

68 Providing and fixing MS holder bat clamps ofapproved design to cast iron (spun) pipe embeddedin and Including cement concrete blocks 10 x10x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4graded stone aggregate 20mm nominal size)including cost of cutting holes and making good thewalls etc.For 100mm dia. Pipe 453.00 Each 133.62 60529.86

69 Providing and fixing bend of required degree withaccess door, insertion rubber washer 3mm thick,bolts and nuts complete.100x100x100mm

Centrifugally cast (spun) iron pipe S&S 119.00 Each 323.29 38471.51

70 Providing and fixing bend of required degree .

100mm


71 Providing and fixing heel rest sanitary bend, in100mm Centrifugally cast (spun) iron pipe S&S 131.00 Each 351.98 46109.38

72 Providing and fixing single equal plain junction ofreqd. degree with access door, insertion rubberwasher 3mm thick, bolts and nuts complete.100x100x100mm

Standerd cast (spun) iron pipe IS-3989 117.00 Each 591.42 69196.14

73 Providing and fixing terminal guard 100mmstandard cast (spun) iron S&S 100 mm

Standard cast (spun) iron S&S 70.00 Each 411.54 28807.80


1 2 3 4 5 6

74 Providing and fixing collar.

100mm


75 Providing lead caulked joints to centrifugally cast(spun iron pipes and fittings of diametre.100mm dia. 1431.00 Each 220.69 315807.39

76 Providing and fixing cast iron trap of self cleansingdesign with cast iron screwed down or hingedgrating with or without vent arm complete, includingcost of cutting and making good the walls andfloors.100 mm inlet and 100 mm outlet centrifugally cast(spun) iron S&S. 154.00 Each 891.15 137237.10

77 Painting sand cast iron / centrifugally cast iron(spun) iron soil, waste and vent pipes and fittingswith paint of any colour such as chocolate, grey orbuff etc. over a coat of primer (of approval quality)for new work100mm dia cast (spun) iron S&S pipe 469.00 Rm 32.16 15083.04

78 Providing and fixing G.I. Pipes complete with G.I.Fittings and clamps. including cutting and makinggood the walls etc. required for waste connectionfrom W.B. , A.S.P., Sump Rising main etc.Complete.

A 40 mm nominal bore 930.00 Rm 392.59 365108.70

79 Providing and fixing ball valve (brass) of approvedquality complete 15 mm nominal bore. 53.00 Each 272.22 14427.66

80 Providing and laying gun metal non-return valve ofapproved quality (screwed ends)50 nominal bore

Horizontal 78.00 Each 937.75 73144.50

81 Painting G.I. pipes and fittings with two coats ofanti-corrosive bitumastic paint of approved qaulity:


82 Providing and fixing PTMT grating of approvedquality, colour and make 125mm nominal dia.,15mm high domed shape conforming to ISstandards and weighing not less than 40gm. 154.00 Each 54.15 8339.10


1 2 3 4 5 6

83 Providing and fixing CPVC pipes having thermalstability for hot and cold water supply including allCPVC plain and brass threaded fittings includingfixing the pipe with clamps at 1.00 mt spacing. thisincludes jionting of pipes and fittings with one stepCPVC solvent cement and testing of jointscomplete as per direction of engineer in charge.

Internal work -Exposed on Wall

20 mm nominal outer dia pipes 1065.00 Rm 173.04 184287.60

84 Providing and fixing CPVC pipes having thermalstability for hot and cold water supply including allCPVC plain and brass threaded fittings includingfixing the pipe with clamps at 1.00 mt spacing. thisincludes jionting of pipes and fittings with one stepCPVC solvent cement and the cost of cuttingchases and making good the wall same includingtesting of joints complete as per the direction ofengineer inchargeconcealed work including cutting chases andmaking good the wall etc.

A 15 mm nominal outer dia pipes 695.00 Rm 242.20 168329.00

B 20 mm nominal outer dia pipes 900.00 Rm 267.28 240552.00

85 Providing and fixing G.I. pipes complete with GIfittings and clamps including cutting and makinggood the walls etc. (internal work) exposed on wall.

Exposed on wall

25 mm dia, nominal bore 1630.00 Rm 268.19 437149.70

86 Making connection of GI distribution branch with GImain of 50-80mm nominal bore by providing andfixing tee, including cutting and threading the pipeetc. complete. 31.00 Item 685.85 21261.35

87 Providing and fixing G.I. union in G.I. pipeincluding cutting and threading the pipe and makinglong screws etc. complete (new work)

A 20mm nominal bore 47.00 Each 169.91 7985.77

B 25mm nominal bore 47.00 Each 180.93 8503.71

C 40mm nominal bore 37.00 Each 219.59 8124.83

88 Providing and fixing brass bib cock of approvedquality :15 mm nominal bore 110.00 Each 246.86 27154.60

Providing and fixing brass stop cock of approvedquality :15 mm nominal bore 205.00 Each 246.86 50606.30


1 2 3 4 5 6

89 Providing & Placing on terrace polythene waterstorage tank 53000.00 LTR 5.99 317470.00

90 Excavating trenches of required width for pipe,cables etc including excavation for sockets ,&dressing of sides ,ramming of bottoms ,depth upto1.5m including getting out the excavated soil,&then returning the soil as required, in layers notexceeding 20 cm in depth including consolidatingeach deposited layer by ramming ,watering, etc anddisposing of surplus excavated soil as directed,within lead of 50m.All kinds of soil

Pipes, cables etc exceeding 80 mm dia but notexceeding 300 mm dia 605.00 RM 183.11 110781.55

91 Constructing masonry Chamber 120x120x100 cminside, in brick work in cement mortar 1:4 (1cement : 4 coarse sand) for sluice valve, with C.I.surface box 100 mm. top diameter, 160 mm bottomdiameter and 180 mm deep ( inside) with chainedlid and RCC top slab 1:2:4 mix (1 cement :2 coarsesand : 4 graded stone aggregate 20 mm nominalsize) , i/c necessary excavation, foundationconcrete 1:5:10 (1 cement : 5 fine sand:10 gradedstone aggregate 40 mm nominal size) and insideplastering with cement mortar 1:3 (1 cement : 3coarse sand) 12 mm thick finished with a floatingcoat of neat cement complete as per standarddesign :With common burnt clay F.P.S.(non modular)bricks of class designation 7.5. 50.00 Each 14540.13 727006.50

92 Providing and fixing square mouth SW gully trapgrade ‘A’ complete CI grating brick masonrychamber with bricks of class designation 75 andwater tight CI cover with frame of 300 x 300 mmsize (inside) the weight of cover to be not less than13.00 kg and frame to be not less than 5 kg. as perstandard design. (COVER MIN. 4.5 KG & FRAMEMIN.2.7 KG )150x100mm size P type With FPS bricks 34.00 Each 1469.60 49966.40

93 Providing and laying non-pressure NP2 class (lightduty) RCC pipes with collars jointed with stiffmixture of cement mortar in the proportion of 1:2 (1cement : 2 fine sand) including testing of joints etc.complete.

A 150 mm dia RCC pipe 605.00 Rm 323.33 195614.65


1 2 3 4 5 6

94 Providing and laying cement concrete 1:5:10 (1cement: 5 coarse sand: 10 graded stone aggregate40 mm nominal size) alround 100mm dia. SW / CI/ waste pipes including bed concrete as perstandard design 605.00 Rm 516.37 312403.85

TOTAL 144669621.23

1446.70

Lacs

S.H. RESIDENTIAL BUILDINGS


1 2 3 4 5 6

1 EXCAVATION in foundation in ordinary Soil (Loam clay or sand ) including lift upto 1.5m leadupto 30.0 m & including filling watering andramming of excavated earth into the spacebetween the building & sides of foundationtrenches or into the plinth and removal & disposalsurplus earth as directed by the engineer I/C withina lead of 30 m.from foundation trenches.

5810.29 Cum. 67.45 391904.20

2 Filling of available excavated earth in trenches,

plinth, sides of foundation etc. inlayers notexceeding 20 cms in depth, consolidating eachdeposited layer by ramming and watering includinglead upto 50m & lift upto 1.50m. 5810.29 cum 90.25 524378.85

3 Sand filling in plinth including supply of

necessary quantity of sand from a distance notexceeding 8.00Kms. From the site of workincluding watering, dressing etc. labour & T &P etc.required for proper completion of work saplings ofgirth upto 30 ground level and removal of rubbishupto a distsnce of 50m out side the periphery ofarea cleared. under floor fine sand

2519.53 cum 446.50 1124970.15

4 Painting on D.P.C. with two coats of airblownbitumen 85/50 or 85/25 @ 1.7kg/Sq. M. approxincluding cost of fuel if any. 8432.99 SQM 47.50 400567.03

5 Providing and laying Cement concrete 1:4:8(1cement :4 fine sand :8 graded stone ballast 40mm. nominal size) including supply of all materials,labour and T&P etc. required for proper completionof the work and curing complete, also including costof formwork in foundation.

949.82 Cum. 4750.00 4511649.75

6 Cast cement concrete as in door sills, chaukhat

boundary post as similar precast unit with cement,

approved coarse sand and 20 gauge approvedstone ballast in the proportion of 1:2:4 (class 150)excluding supply of reinforcement and its bendingwith 24 B.W.G.G.I. binding wire and includingnecessary scentring and shuttering etc. and alsoincluding supply of all materials labour T&P etcrequired for proper completion of work. Binding wire to be supplied by the contractor free of cost.

234.71 Sqm 6555.00 1538524.05

( COST OF CIVIL WORK )


DISTRICT JAIL

AT SANTKABIR NAGAR


1 2 3 4 5 6



fixing and binding wire and including necessarycentering and shuttering etc and also including S/oall materials required for proper completion of thework. Binding wire to be supplied by the contractorfree of cost. 1324.83 cum 6460.00 8558380.81


proportion of M20 in COL., excluding its fixing and


35.46 cum. 8407.50 298157.38


proportion of M 20 in plinth beams, excluding its

fixing and binding wire and including necessarycentering and shuttering etc and also including S/oall materials required for proper completion of thework. Binding wire to be supplied by the contractorfree of cost. i.e. having spans upto 6 metres.

222.32 cum 7932.50 1763588.57


proportion of M 20 in lintels of doors and windows,

excluding its fixing and binding wire and includingnecessary centering and shuttering etc and alsoincluding S/o all materials required for propercompletion of the work. Binding wire to be suppliedby the contractor free of cost.

437.96 Cum 7220.00 3162073.32


proportion of M20 in slab , excluding its fixing and


1504.16 cum 7695.00 11574536.41


proportion of M20 in beams, excluding its fixing

and binding wire and including necessary centeringand shuttering etc and also including S/o allmaterials required for proper completion of thework. Binding wire to be supplied by the contractorfree of cost. 293.43 cum 8170.00 2397331.19


1 2 3 4 5 6



(when not included in overall rates) wrought torequired shape as necessary including bending forproper completion of the work and including supplyof steel its wastage. Bend hooks and authorizedoverlapping shall be measured 4632.78 qtl. 6175.00 28607416.50



supply of all materials, labour and tools and plantsetc required for proper completion of work. 1836.74 Cum. 3800.00 6979606.53


sand mortar in super structure including necessary

cutting and moulding of bricks required and alsoincluding honey comb brick work thickness of wallsmore than one brick and for extra labour to aboveitems 6215.49 Cum 4127.75 25655970.11

16 Class 150 brick work in but in 1 : 4 cement &

coarse sand mortar for wall thickness 12 cm.

and below, upto two floors 350.05 cum. 4593.25 1607880.70

17 Proving & injecting chamical emulsion for

preconstructional anti-termite treatment and

creating a chemical barrier under & alround thecolumn pits wall trenches basement excavation topsurface if plinth filling junction of wall & floor alongthe external perimeter of building expansion jointssurrounding of pipes & coduits etc.complete plintharea of the building at ground floor only shall bemeasured as per I.S.63/3( part II 1981 ) Aldrineemlsifiable concentrate or any other approvedmaterial such as Htrachlore or Chlordance will beused . The rate of application of chemicalemulsion shall be as follows:

(I) Treatment for masonary & foundation 5litres/sqm.(II) Back fill in immediate contract with foundation7.5 litres / sqm. (III) Treatment of top surface of plinth filling 5litres/sqm . (IV) Treatment of junction of wall and floor7.5litres/sqm.(V) Treatment of soil along external perimeter ofbuilding 7.50 litres/sqm.(VI) Treatment of soil under Apron along externalperimeter 5litres/sqm 5161.17 sqm 209.00 1078684.32


1 2 3 4 5 6

18 Supply and fixing of flush Doors commercial

quality conforming to I.S. 2202 Part 1 (1983)including fixing of wooden cleats and stoppers andincluding fixing and adjustment of hinges boltslocks handles springs fitting with necessary screwsto be supplied35 mm thick single leaves 3414.86 Sqm 1222.65 4175178.58

19 Providing and fixing cup board shutters 25mm

thick, with Pre-laminated flat pressed three layer

particle board or graded wood particle board IS:12823 marked exterior grade (Grade l Type ll)having one side decorative lamination and otherside balancing lamination including IInd class teakwood lipping of 25mm wide x12 mm thick withnecessary screws and bright finished stainless steelpiano hinges complete as per direction of theEngineer-in-Charge 798.02 Sqm 1506.27 1202033.59

20 Mild steel or iron work of small size and sectiossuch as holding down bolts, hold fast, tie rods,grating etc, (when not including in an overall rates)wrought to required shape as necessary for bendingetc including supply of steel and its wastageincluding cost of bolts nuts if required and welding,grinding and making holes as required for propercompletion of workFabrication of Z -Section steel windows 73392.04 kg. 62.70 4601680.91


trusses built up gates record racks roof work gates

etc wrought to required form including drilling holesriverting or welding where necessary & their fixingrequired for proper completion of the work

39651.96 kg. 68.40 2712194.06

22 Providing and fixing plain WIRE GUAGE door and

window shutters including bright or/and black

enamelled M.S. butt hinges with necessary screws35x10mm laths placed 35mm apart (frames to bepaid separately) including fixing 50x12mm beadingcomplete with Second class teak wood.

69.13 Sqm 2715.72 187724.15

23 Providing wood work in frames of doors,

windows, clerestory windows and other frames,

wrought framed and fixed in position :Second class teak wood 5.83 Cum 85971.01 501210.99

24 Fixing Panes of glass with and including I.S.I.marked quality putty brads and springs andincluding supply of all materials and labour etccomplete.(b) 3.8 to 4.7 mm thick 1351.61 Sqm 618.45 835900.11


1 2 3 4 5 6

25 Mildsteel of iron workof small sizes and sectionssuch as holding down bolts, hold fast tie rods,gratings etc.(when not included in an overall rates)wrought to required from including supply of steeland its wastage including cost of bolts, nuts ifrequired and welding, grinding and making holes asrequired for proper completion of workFabrication of Grill/Stairs case railing 60456.40 kg. 62.70 3790616.28

26 Fixing of steel or wooden Chaukhats in position

Doors chaukhats/window chakhats above1.5 Sqm1758.00 NOS 76.00 133608.00

Window chaukhats more than 1.5 Sq.M. 776.00 NOS 47.50 36860.00ventilator chaukhats 349.00 NOS 38.00 13262.00

27 Providing and fixing aluminium sliding door bolts

ISI marked anodised (anodic coating not less thangrade AC 10 as per IS : 1868) transparent or dyedto required colour or shade with nuts and screwsetc. complete : 250x16 mm 1758.00 Nos 171.43 301373.94

28 Providing and fixing aluminium tower bolts ISI

marked anodised (anodic coating not less thangrade AC 10 as per IS : 1868 ) transparent or dyedto required colour or shade with necessary screwsetc. complete : 250x10 mm 6193.00 Nos. 86.12 533341.16

29 Providing and fixing aluminium handles ISI

marked anodised (anodic coating not less thangrade AC 10 as per IS : 1868) transparent or dyedto required colour or shade with necessary screwsetc. complete :125 mm 6193.00 Nos. 63.60 393874.80

30 P/L (white / coloured) Kajaria tiles, Ramano tiles

flooring over 20 mm (av) thick base of cement

mortar 1:4 (1 cement: 4 coarse sand) laid andjointed with white cement (with pigment) slurryincluding rubbing and polishing complete 2754.47 sqm 617.50 1700882.14

31 Supplying & fixing 6 mm ( 1/3" thick china white

glazed tiles in flooring or in skirting or dado laid

with 1:3 cement & approved coarse sand mortarfinished with white cement surry jointing & polishingcomplete including slurry jointing & all materialslabours, T&P etc. required for proper completion ofthe work. 4055.22 sqm 617.50 2504098.35

32 Marble stone flooring with 18 mm thick marble

stone, as per sample of marble approved by

Engineer-in-charge, over 20 mm (average) thickbase of cement mortar 1:4 (1 cement : 4 coarsesand) laid and jointed with grey cement slurry,including rubbing and polishing complete with : Agaria White

645.95 Sqm 2023.74 1307227.37


1 2 3 4 5 6

33 P/L 20 mm thick white Kota stone flooring over

20 mm thick base of cement mortar 1:4 (1 cement :4 coarse sand) laid over jointed with grey cementslurry mixed with pigment to match the shade ofslab including rubbing and polishing complete

587.06 Sqm 996.55 585038.63

34 Kota stone slab 20 mm thick in risers of steps

skirting dado and pillars laid on 10mm thick cementmortar 1:3 (1 cement : 3 coarse sand) jointed withgrey cement slurry mixed with pigment to matchthe shade of slabs including and polishing complete

58.71 Sqm 882.55 51811.33

35 40 mm thick cement concrete flooring 1:2:4 ( 1

cement : coarse sand : 4 graded stone aggregateof size 20 mm nominal size) laid in one layerfinished with floating cost of neat cement

6231.94 Sqm 222.30 1385360.26

36 Cement plaster skirting (up to 30 cm height) with

cement mortar 1:3 (1 cement : 3 coarse sand)finished with a floating coat of neat cement. 18 mmthick 623.19 Sqm 284.24 177136.66

37 Providing & fixing glass strips of 3.15 mm (1/8")

thickness 40 mm depth in joints of floors & skirtingsat the time of laying floors, flash with floor level,including labour and T&P etc. complete.

15579.87 M 18.15 282774.64

38 10mm cement plaster in single coat on fair side of


additive. 1 cement: 6 C sand 27178.62 sqm 85.50 2323772.01



smooth 1 cement: 6 C sand 26471.53 Sqm. 99.75 2640535.12

40 10 mm cement plaster in single coat on fair side of


additive. (i) 1 cement: 3 course sand in ceiling9986.11 sqm 123.50 1233284.59


1 2 3 4 5 6



smooth (i) 1 cement: 3 course sand in plinth8254.61 sqm 142.50 1176282.61

42 Painting two coats over priming coat on steel &

other metal surfaces up to 10 cm width or sq,mt inareas with superior synthetic enamel such as Luxol-3 Hi-gloss apcolite superlac, Dulux specifiedfinishing to give an even shade & incl. cleaning thesurface of all dirt, dust & other foreighn matter sandpreparing and knotting incl. cost of all etc. requiredfor proper completion of work.

3289.99 Sqm 81.13 266916.69

43 Painting two coats over priming coat on wood

surfaces up to 10 cm width or sq,mt in areas withsuperior synthetic enamel such as Luxol-3 Hi-glossapcolite superlac, Dulux specified finishing to givean even shade & incl. cleaning the surface of alldirt, dust & other foreighn matter sand preparingand knotting incl. cost of all etc. required for propercompletion of work.

7847.54 Sqm 81.13 636670.92

44 Finishing walls with textured exterior paint of

required shade :New work (Two or more coatsapplied @ 3.28 ltr/10 sqm) over and including basecoat of water proofing cement paint applied @2.20kg/10 sqm. 1522.80 sqm 120.75 183878.10

45 Providing and applying plaster of paris putty of

2 mm thickness over plastered surface to prepare

the surface even and smooth complete 4612.87 sqm 95.90 442374.23

46 Wall painting (Two coat) with plastic emulsion

paint of approved brand and manufacture on

decorative wall surface to give an even shadeincluding thoughly brushing the surface clean of alldirt grease loose pieces and prepared smooth.

5501.34 Sqm 67.45 371065.71

47 Finishing wall with water proofing cement paint

of approved make such as super snowcem,Durrocem, fobiacem, guttucem, supercem qualityand of required shade on undecorated wall surface(Two or more coat) over including one coat whitecement primer to give an even shade afterthoroughly 17810.69 sqm 87.40 1556654.31


1 2 3 4 5 6

48 Distempering (two coat) with oil bound

distemper of approved brand and manufacture and

of required shade on undecorated wall surface togive an even shade over and including a primingcoat with cement primer of approved brand andmanufacture such as Berger, J&N Shalimar, AsianPaints after thoroughly brushing the sufface freefrom mortar dropping and other forein matter andalso including prepairing the surface even withPlaster of Paris or approved synthetic material andsand papered smooth including cost of all material

47056.04 Sqm 55.01 2588552.76

49 Providing and laying "brick coba" 12 mm thick laid

with M-150 class brick bat coba 7.50 cm thick withgap of 15 mm to each other, over 20 mm thickbase of cement mortar 1:4 cement and coarse sandmixed with water proofing compound spreadingcement slurry mixed with aerelic cement concretewater proofing compound filled gaps of coba & topof coba mortar mixed with water proofingcompound in

1:4 cement and coarse sand mortar finfishedsmooth & top mashed false square 30 x 30 cm andside wall parapet shall be monotythic plaster wallupto 30 cm higher and junction and corner shall berounded by brick ballast cement and coarse sandmasonary coba with top finished plaster mixed withacetic water proofing compound @ 2% by weight &including S/o all material, labour, T&P etc completefor proper completion of work.

5161.17 sqm 665.00 3432177.39

50 Supply & fixing of 10cm dia C.I. down pipe

complete with rose heads bends M.S. Clamps 2.5cm x 3 mm fixed to wall by 15 cm long 6 mm dianail and including repair of plaster pointing etc ifdamaged during dixing of the pipes including costof all material 1344.10 M 207.67 279129.25

51 Making plinth protection 25mm thick of cement

concrete 1:3:6 (1 cement :3 coarse sand : 6gradedstone aggregate 20mm nominal size) over 75mmbed by dry brick ballast 40mm nominal size wellrammed and consolidated and grouted with finesand including finis 1939.41 M 360.00 698189.04

52 Brick edging 7cm wide 11.4cm. deep to plinth

protection with bricks of class designation 75including grouting with cement mortar 1:4 (1cement : 4 fine sand) 1939.41 M 36.62 71021.34

53 Providing /Making moulding as per approved

Engineer-in-charge. 5066.06 M 308.75 1564146.03


1 2 3 4 5 6

54 Making grooves 10 to 12 mm wide x 8 mm deep

in plaster the all or in ceiling vertically ofhorizontally as required 18092.06 M 18.05 326561.60

55 Making drip course in sunshade or FACIA as per

direction of Engineer-in-charge including supply ofall materials labour etc. required proper completionof work. 11185.83 M 4.94 55258.02

56 Providing /laying of light cinder filling under floor

of toilet /sunken roofs 1226.32 Cum 1425.00 1747506.00

57 P/L water proofing treatment on roofs of slabs

by applying cement slurry mixed with waterproofing cement compound consisting of applying:a) after surface preparation, first layer of slurry ofcement @ 0.488 kg/sqm mixed with water proofingcement compound @ 0.253 kg/sqm b) layingsecond layer of fiber glass cloth when the first layeris still green. Overlabps of joints of fiber clothshould not be less than 10cm c) third layer of1.5mm thickness consisting of slurry of cement @1.289 kg/sqm/ This will be allowed to air cure for 4hours followed by water curing for 48 hours. Theentire treatment will be taken upto 30cm on parapetwall and turked into groove in parapet all around. d)fourth and final layer of brick tiling with cementmortar (which will be paid for seprately for thepurpose of measurment the entire treated surfacewill be measured.

4087.73 Sqm 338.91 1385372.57

58 Providing and fixing in position collapsible steel

shutters with vertical channels 20x10x2mm andbraced with flat iron diagonals 20x5mm size withtop and bottom rail of T-iron 40x40x6mm with40mm dia, steel pulleys complete with bolts, nuts,locking arrangement, stoppers, handles, includingapplying a priming coat of approved steel primer.

19.44 Sqm 4729.05 91932.73

59 Steel work in built up tubular trusses including

cutting, hoisting fixing in position and applying apriming coat of approved steel primer, welded andbolted including special shaped washers etc.complete.Hot finished welded type tubes. 11671.64 Kg 106.12 1238594.44


1 2 3 4 5 6

60 Providing corrugated G.S. sheet roofing

including vertical/curved surface fixed with polymercoated J or L hooks, bolts and nuts 8 mm diameterwith bitumen and G.I. limpet washers or with G.I.limpet washers filled with white lead and including acoat of approved steel primer and two coats ofapproved paint on overlapping of sheets complete(up to any pitch in horizontal/ vertical or curvedsurfaces) excluding the cost of purlins, rafters andtrusses and including cutting to size and shapewherever required.

0.63 mm thick with zinc coating not less than 275gm/ m² 364.74 Sqm 655.88 239225.67

61 Providing and fixing at all height false ceiling

including providing and fixing of frame work madeof special sections power pressed from M.S. sheetand galvanised in accordance with zinc coating ofgrade 350 as per IS : 277 and consisting of anglecleats of size 25mm wide x 1.6mm thick withflanges of 22mm and 37mm at 1200mm centre tocentre one flange fixed to the ceiling with dashfastener 12.5mm diax40mm long with 6mm diabolts to the angle hangers of 25x25x0.55mm ofrequired length, and other end of angle hangerbeing fixed with nut and bolts to G.I. channels45x15x0.9mm running at the rate of 1200mmcentre to centre to which the ceiling section 0.5mmthick button wedge of 80mm with tapered flanges of26mm each having clips of 10.5mm at 450mmcentre to centre shall be fixed in a directionperpendicular to G.I. channel with connecting clipsmade out of 2.64mm diax230mm long G.I. wire atevery junction including fixing the gypsum boardwith ceiling section

and perimeter channels 0.5mm thick 27mm highhaving flanges of 20mm and 30mm long, theperimeter of ceiling fixed to wall/partition with thehelp of rawl plugs at 450mm centre to centre with25mm long drive-all screws @ 230mm intervalincluding jointing and fixing to a flush finish oftapered and square edges of the board withrecommended filler, jointing tapes, finisher and twocoats of primer suitable for board as permanufactures specification and also including thecost of making openings for light fittings, grills,diffusers, cutouts made with frame of perimeterchannels suitably fixed all complete as per drawingand specification and direction of the Engineer inCharge but excluding the cost of painting with :

12.5 mm thick tapered edge gypsum boardconforming to IS: 2095- Part I. 291.79 Sqm 764.56 223090.96


1 2 3 4 5 6

SANITARY INSTALLATIONS62 Providing & fixing of water closet squatting pan

(indian type w.c.pan) with 100mm sand cast iron Por S trap, 10 liter low level white p.v.c. flushingcistern with manually controlled device (handlelever)conforming to IS:7231,with all fittings andfixtures comlete including cutting and making goodthe walls and floors wherever required:White Vitreous china Orissa pattern W.C. pan ofsize 580x440 mm with integral type foot rests 180.00 Each 3101.99 558358.20

63 Providing and fixing white vitreous china pedestaltype water closet (European type W.C. pan) withseat and lid, 10 litre low level white P.V.C. flushingcistern, including flush pipe, with manuallycontrolled device (handle lever), conforming to IS :7231, with all fittings and fixtures complete,including cutting and making good the walls andfloors wherever required :W.C. pan with ISI marked white solid plastic seatand lid 580x440 mm with integral type foot rests

23.00 Each 3030.26 69695.98

64 Providing and fixing Stainless Steel A ISI 304(18/8) kitchen sink as per IS : 13983 with C.I.brackets and stainless steel plug 40 mm, includingpainting of fittings and brackets, cutting and makinggood the walls wherever requiredKitchen sink without drain board 610x510 mm bowldepth 200 mm 169.00 0.00 4076.26 688887.94

65 Providing and fixing wash basin with C.I. brackets,15 mm C.P. brass pillar taps, 32 mm C.P. brasswaste of standard pattern, including painting offittings and brackets, cutting and making good thewalls wherever requireWhite Vitreous China Wash basin size 630x450mm withV single 15 mm C.P. brass pillar tap 205.00 Each 1808.09 370658.45

66 Providing & fixing PVC waste pipe for sinkoncluding PVC waste fitting Complete Flexible Pipe

32mm Dia 205.00 Each 68.92 14128.60

40 mm dia 169.00 Each 71.16 12026.04

67 Providing and fixing mirror of superior glass (ofapproved quality) and of required shape and sizewith plastic moulded frame of approved make andshade with 6 mm thick hard board backing :Rectangular shape 453x357mm 205.00 Each 665.29 136384.45


1 2 3 4 5 6

68 Providing and fixing 600x120x5 mm glass shelfwith edges round off,supported on anodised aluminium angle frame withC.P. brassbrackets and guard rail complete fixed with 40 mmlong screws, rawlplugs etc., complete. 205.00 Each 496.09 101698.45

69 Providing and fixing toilet paper holder : C.P. brass23.00 Each 322.86 7425.78

70 Providing & fixing PTMT towel ring trapezoidalshape 215 mm long 200 mm wide with minimumdistance of 37 mm from wall face with concealedfittings arrangement of approved quality and colourweighing not less than 88 gms 205.00 Each 166.06 34042.30

71 Providing and fixing soil, waste, vent and rain waterpipes 100mm dia cast (spun) iron S&S pipe 3660.00 Rm 904.88 3311860.80

72 Providing and fixing MS holder bat clamps ofapproved design to cast iron (spun) pipe embeddedin and Including cement concrete blocks 10 x10x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4graded stone aggregate 20mm nominal size)including cost of cutting holes and making good thewalls etc.For 100mm dia. Pipe 1539.00 Each 133.62 205641.18

73 Providing and fixing bend of required degree withaccess door, insertion rubber washer 3mm thick,bolts and nuts complete.100x100x100mm


74 Providing and fixing bend of required degree .

100mm


75 Providing and fixing heel rest sanitary bend, in100mm Centrifugally cast (spun) iron pipe S&S 525.00 Each 351.98 184789.50

76 Providing and fixing single equal plain junction ofreqd. degree with access door, insertion rubberwasher 3mm thick, bolts and nuts complete.100x100x100mm

Standerd cast (spun) iron pipe IS-3989 525.00 Each 591.42 310495.50

77 Providing and fixing terminal guard 100mmstandard cast (spun) iron S&S 100 mm


1 2 3 4 5 6

Standard cast (spun) iron S&S 352.00 Each 411.54 144862.08

78 Providing and fixing collar.

100mm


79 Providing lead caulked joints to centrifugally cast(spun iron pipes and fittings of diametre.100mm dia. 6310.00 Each 220.69 1392553.90

80 Providing and fixing cast iron trap of self cleansingdesign with cast iron screwed down or hingedgrating with or without vent arm complete, includingcost of cutting and making good the walls andfloors.100 mm inlet and 100 mm outlet centrifugally cast(spun) iron S&S. 577.00 Each 891.15 514193.55

81 Painting sand cast iron / centrifugally cast iron(spun) iron soil, waste and vent pipes and fittingswith paint of any colour such as chocolate, grey orbuff etc. over a coat of primer (of approval quality)for new work100mm dia cast (spun) iron S&S pipe 1830.00 Rm 32.16 58852.80

82 Providing and fixing G.I. Pipes complete with G.I.Fittings and clamps. including cutting and makinggood the walls etc. required for waste connectionfrom W.B. , A.S.P., Sump Rising main etc.Complete.


83 Providing and fixing ball valve (brass) of approvedquality complete 15 mm nominal bore. 172.00 Each 272.22 46821.84

84 Providing and laying gun metal non-return valve ofapproved quality (screwed ends)50 nominal bore

Horizontal 169.00 Each 937.75 158479.75

85 Painting G.I. pipes and fittings with two coats ofanti-corrosive bitumastic paint of approved qaulity:


86 Providing and fixing PTMT grating of approvedquality, colour and make 125mm nominal dia.,15mm high domed shape conforming to ISstandards and weighing not less than 40gm. 577.00 Each 54.15 31244.55


1 2 3 4 5 6

87 Providing and fixing CPVC pipes having thermalstability for hot and cold water supply including allCPVC plain and brass threaded fittings includingfixing the pipe with clamps at 1.00 mt spacing. thisincludes jionting of pipes and fittings with one stepCPVC solvent cement and testing of jointscomplete as per direction of engineer in charge.

Internal work -Exposed on Wall

20 mm nominal outer dia pipes 1840.00 Rm 173.04 318393.60

88 Providing and fixing CPVC pipes having thermalstability for hot and cold water supply including allCPVC plain and brass threaded fittings includingfixing the pipe with clamps at 1.00 mt spacing. thisincludes jionting of pipes and fittings with one stepCPVC solvent cement and the cost of cuttingchases and making good the wall same includingtesting of joints complete as per the direction ofengineer inchargeconcealed work including cutting chases andmaking good the wall etc.

A 15 mm nominal outer dia pipes 5160.00 Rm 242.20 1249752.00

89 Providing and fixing G.I. pipes complete with GIfittings and clamps including cutting and makinggood the walls etc. (internal work) exposed on wall.

Exposed on wall

25 mm dia, nominal bore 2800.00 Rm 268.19 750932.00

90 Making connection of GI distribution branch with GImain of 50-80mm nominal bore by providing andfixing tee, including cutting and threading the pipeetc. complete. 169.00 Item 685.85 115908.65

91 Providing and fixing G.I. union in G.I. pipeincluding cutting and threading the pipe and makinglong screws etc. complete (new work)

A 20mm nominal bore 169.00 Each 169.91 28714.79

B 25mm nominal bore 169.00 Each 180.93 30577.17

C 40mm nominal bore 169.00 Each 219.59 37110.71

92 Providing and fixing brass bib cock of approvedquality :15 mm nominal bore 172.00 Each 246.86 42459.92

Providing and fixing brass stop cock of approvedquality :15 mm nominal bore 172.00 Each 246.86 42459.92


1 2 3 4 5 6

93 Providing & Placing on terrace polythene waterstorage tank 187000.00 LTR 5.99 1120130.00

94 Providing and fixing C.P. brass bib cock ofapproved quality conforming to IS:8931 : 15 mm nominal bore 759.00 Each 435.48 330529.32

95 Providing and fixing C.P. brass stop cock(concealed) of standard design and of approvedmake conforming to IS:8931. 15 mm nominal bore

759.00 Each 587.77 446117.43

96 Excavating trenches of required width for pipe,cables etc including excavation for sockets ,&dressing of sides ,ramming of bottoms ,depth upto1.5m including getting out the excavated soil,&then returning the soil as required, in layers notexceeding 20 cm in depth including consolidatingeach deposited layer by ramming ,watering, etc anddisposing of surplus excavated soil as directed,within lead of 50m.All kinds of soil

Pipes, cables etc exceeding 80 mm dia but notexceeding 300 mm dia 1780.00 RM 183.11 325935.80

97 Constructing brick masonry manhole in cementmortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C.top slab with 1:2:4 mix (1 cement : 2 coarse sand :4 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement : 4 coarsesand : 8 graded stone aggregate 40 mm nominalsize), inside plastering 12 mm thick with cementmortar 1:3 (1 cement : 3 coarse sand) finished withfloating coat of neat cement and making channelsin cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size)finished with a floating coat of neat cementcomplete as per standard design : Inside size90x80 cm and 45 cm deep including C.I. cover withframe (light duty) 455x610 mm internal dimensions,total weight of cover and frame to be not less than38 kg (weight of cover 23 kg and weight of frame15 kg) : With common burnt clay F.P.S. (nonmodular) bricks ofclass designation 7.5

87.00 Each 7659.57 666382.59


1 2 3 4 5 6

98 Providing and fixing square mouth SW gully trapgrade ‘A’ complete CI grating brick masonrychamber with bricks of class designation 75 andwater tight CI cover with frame of 300 x 300 mmsize (inside) the weight of cover to be not less than13.00 kg and frame to be not less than 5 kg. as perstandard design. (COVER MIN. 4.5 KG & FRAMEMIN.2.7 KG )150x100mm size P type With FPS bricks 190.00 Each 1469.60 279224.00

99 Providing and laying non-pressure NP2 class (lightduty) RCC pipes with collars jointed with stiffmixture of cement mortar in the proportion of 1:2 (1cement : 2 fine sand) including testing of joints etc.complete.

A 150 mm dia RCC pipe 1780.00 Rm 323.33 575527.40

100 Providing and laying cement concrete 1:5:10 (1cement: 5 coarse sand: 10 graded stone aggregate40 mm nominal size) alround 100mm dia. SW / CI/ waste pipes including bed concrete as perstandard design 1780.00 Rm 516.37 919138.60

TOTAL CIVIL WORK 169359320.80

G.TOTAL 169359320.80

1693.59

Lacs


SH: C/O DRAIN ,ROAD AND EARTH FILLINGS.N.

Description of item TOTAL QTY Unit Rate Amount

1 2 7 8 9 10

1 EXCAVATION in foundation in ordinary Soil (

Loam clay or sand ) including lift upto 1.5m lead

upto 30.0 m & including filling watering and

ramming of excavated earth into the space

between the building & sides of foundation

trenches or into the plinth and removal & disposal

surplus earth as directed by the engineer I/C within

a lead of 30 m.from foundation trenches.

10499.16 CUM 67.45 708168.43

2 Filling of CARTED earth in trenches, plinth, sides

of foundationAND OVER AREAS etc. in layers not

exceeding 20 cms in depth, consolidating each

deposited layer by ramming and watering including

lead and lift cmplete 48582.00 CUM 275.00 13360050.00

3 R.C.C. work with cement approved coarse sand

and 2cm Gauge approved stone ballast in the


fixing and binding wire and ncluding necessary

centering and shuttering etc and also including S/o

all materials required for proper completion of the

work. Binding wire to be supplied by the contractor

free of cost. 1826.79 CUM 6460.00 11801054.79



(when not included in overall rates) wrought to

required shape as necessary including bending for

proper completion of the work and including supply

of steel its wastage. Bend hooks and authorized

overlapping shall be measured 1117.38 QUI 6175.00 6899823.56

5 20 mm cement plaster in single coat on rough

side of single or half brick wall for interior plastering

upto floor two level including internal rounded

angles not exceeding 80mm in girth and finished

even and smooth (i) 1 cement: 3 course sand in

plinth 17518.65 Sqm 142.50 2496407.63



supply of all materials, labour and tools and plants

etc required for proper completion of work.25.50 CUM 3800.00 96900.00

DISTRICT JAIL

AT SANTKABIR NAGAR

EXTERNAL DEVELOPMENT

7 Levelling of surface including earth work in surface

excavation not exceeding 30cm in depth banking

excavated earth in layer not exceeding 20cm in depth

breaking clods watering rolling each layer with 1/2 tonne

roller, or wooden or steel rammers and rolling every 3rd

and top most layer with power roller of minimum 8

tonnes and dressing up in embankments for roads etc

with the help of hydraulic excavator, levellors etc

complete for required gradient including preparation and

consolidation

23781.00 Sqm 78.71 1871802.51

8 Providing and filling of sand including speading in

unform layers in required gradients

3458.10 cum 446.50 1544041.65

9 Concrete with 4cm gauge sukruit stone

ballast, chopan coarse sand of and cement in

the proportion of 8:4:1 including supply of all

materials labour and tools and plants etc.

required for proper completation for the work.

3210.10 cum 4750.00 15247975.00

10 Construction of granular sub-base by providing close

graded Material, mixing in a mechanical mix plant at

OMC, carriage of mixed Material to work site,

spreading in uniform layers with motor grader on

prepared surface and compacting with vibratory

power roller to achieve the desired density, complete

as per clause 401

1960.00 Cum. 2113.02 4141519.20

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

ready mixed concrete from batching plant. The ready

mixed concrete shall be laid and finished with screed

board vibrator , vacuum dewatering process and finally

finished by floating, brooming with wire brush etc.

complete as per specifications and directions of

Engineer-incharge.

3538.10 Cum. 5935.60 21000746.36

12 Providing and fixing in position pre-moulded joint filler in

expansion per cm

joints.

195000.00 joints. depth 2.33 454350.00

cm width

per m lengthTOTAL 79622839.13

Says Rs. 796.23

SH. BOUNDRY WALL AND GATE

S.N. DESCRIPTION OF ITEM

TOTAL

QTY UNIT RATE Rs. AMOUNT Rs

1 2 3 4 5 6

1 Earth work in trenches for foundation for

pipes.cable etc in oridinary soil incl. lift up to

1.5 m and lead upto50 m & dressing of dides

& ramming the bottom & disposal of surplus

earth as per direction of E/I 11829.14 CUM 67.45 797875.49

2 Filling of available excavated earth in

trenches, plinth, sides of foundation etc.

inlayers not exceeding 20 cms in depth,

consolidating each deposited layer by

ramming and watering including lead upto

50m & lift upto 1.50m. 11829.14 Rmt. 90.25 1067579.89

3 Providing and laying Cement concrete 1:4:8

(1cement :4 C. sand :8 graded stone

aggregate 40 mm. nominal size) including

supply of all materials, labour and T&P etc.

required for proper completion of the work

and curing complete, also including cost of

formwork in foundation.

1014.76 Cum 4750.00 4820110.00

4 R.C.C. work with cement approved coarse

sand and 2cm Gauge approved stone ballast

in the proportion of 1:1.5:3 in FOUNDATION

Excluding its fixing and binding wire and

including necessary centering and shuttering

etc and also including S/o all materials

required for proper completion of the work.

Binding wire to be supplied by the contractor

free of cost. But in RCC raft foundation and

footing with 4cm gauge approved stone

ballast 1:1.5:3

2022.24 Cum 6460.00 13063670.40

5 R.C.C. mix 1:1.5:3 in Columns in foundation

upto EX. GR. LVL. 391.02 Cum 8407.50 3287500.65

6 R.C.C. mix 1:1.5:3 in Columns in S/S

ABOVE EX. GR. LVL. 1522.20 Cum 8407.50 12797896.50


DISTRICT JAIL

AT SANTKABIR NAGAR


TOTAL


1 2 3 4 5 6

7 R.C.C. work with cement approved coarse

sand and 2cm Gauge approved stone ballast

in the proportion of 1:1.5:3 in beams,

excluding its fixing and binding wire and

including necessary centering and shuttering

etc and also including S/o all materials

required for proper completion of the work.

Binding wire to be supplied by the contractor

free of cost. But in lighter beams in 1:1.5:3

i.e. having spans upto 6 metres.

2238.35 Cum 8170.00 18287319.50

8 Tor steel works in Reinforcement 7781.34 Qui 6175.00 48049774.50

9 M-150 class b/w in 1:6 cement and F.sand

mortar in foundation upto EX. GR. LVL.

including supply of all material labour T&P

etc. 2170.23 Cum 3800.00 8246874.00

10 B/W win 1:6 cement and F/sand Mortar in 46

M thick wall in S/S ABOVE EX. GR. LVL.

including supply of all matrial labour T&P etc.

11331.62 Cum 4127.75 46774094.46

11 Providing and fixing of expansion joint

system related with wall joint

(internal/external) location as per drawings

and direction of Engineer-In- Charge. The

joints shall be of extruded aluminum base

members, self aligning / centering

arrangement and support plates as per

ASTM B221- 02. The material shall be such

that it provides an Expansion Joints System

suitable for vertical wall to wall/ wall to corner

application, both new and existing

construction in office Buildings & complexes

with no slipping down tendency amongst the

components of the Joint System. The Joint

System shall utilize light weight luminum

profiles exhibitingminimal exposed aluminum

surfaces mechanically snap locking the

multicellular to facilitate ovement. (Material

shall confirm to ASTM

6063.)

Wall Joint up to 100 mm gap 843.68 M 4803.58 4052684.37

12 10 mm plaster in 1:6 cement and fine sand

1.25 F.M. mortor 65809.70 Sqm 85.50 5626729.35

13 Making grooves into plaster 29262.25 M 18.05 528183.61


TOTAL


1 2 3 4 5 6

14 Finishing walls with water proofing cement

paint of approved make with three coat

cement paint and one coat primer 51907.74 Sqm 87.40 4536736.48


gril, gates etc wrought to required form

including drilling holes riverting or welding

where necessary & their fixing required for

proper completion of the work 32758.99 kg. 68.40 2240715.05

16 Painting two coats over priming coat on steel

& other metal surfaces up to 10 cm width or

sq,mt in areas with superior synthetic enamel

such as Luxol-3 Hi-gloss apcolite superlac,

Dulux specified finishing to give an even

shade & incl. cleaning the surface of all dirt,

dust & other foreighn matter sand preparing

and knotting incl. cost of all etc. required for

proper completion of work.

282.60 Sqm 81.13 22927.34

TOTAL 174200671.59

SAY Rs. 1742.00

Item No Description Unit Quantity Rate

Over Head Tank

A Design ( inclcuding architectual and structural design and drawing to

be carried out as per the Particular specifications) and construction

(as per contractor's own archetectural and structural design and

drawings as approved by Engineer-in-charge) reinforced cement

concrete overhead tanks (OHTs) with 25 Mt staging including

providing, execution and fixing of the under mentioned items in

required quantities except wherever specifically mentioned and

including providing and execution of all other items required and

necessary for the complete construction, commissioning and

functioning of the tank ( The decision of the Engineer-in - charge

regarding the said other items shall be final and binding on the

contractor)

1 All necessary excavations, filling required eath available at site from

excavations for OHT/Valve chambers manholes pipelines in trench

plinth, side of foundations, inside the staging area above the

foundation under the leveling layer of CC pavement etc in layers not

exceeding 20 cm in depth, consolidating each deposited layer by

ramming and watering in all leads and lifts and for all types of soils.

2 Providing and laying in position 100 mm thick and of required size in

plan, cement concrete base leveling layer of concrete grade 1:5:10

(1 cement : 5 coarse sand :10 graded stone aggregate 40 mm

nominal size) below the RCC foundation and below the CC

pavement.

3 Providing and laying in position machine batched, machine mixed

and machine vibrated design mix cement concrete of specified

grade for reinforced cement concrete structural elements, excluding

the cost of centering shuttering, finishing and reinforcement

including Admixtures in recommended proportions (as per IS: 9103)

to accelerate, retard setting of concrete improve workability without

impairing strength and durability as per direction of Engineer-in-

charge M-25 grade reinforced cement concrete, upto all leads and

lifts.

4 Providing and admixing water proofing compound (impermo or

equivalent) @ 1 kg per 50 kg of cement in all RCC elements of

water retaining structures (including RCC elements of staging

foundation) required quantities as per the approved structural

drawings.

5 Reinfocement with TMT steel bars for RCC work including

straightning, cutting, bending, placing in position and binding all

complete.

6 Centering & shuttering including strutting, propping etc and removal

of form for all types/ categories/ classes of RCC and PCC upto all

leads and lifts


DISTRICT JAIL

AT SANTKABIR NAGAR

BILL OF QUANTITY


7 Providing embedding and fixing in position Aluminium sheet 200 mm

wide and 1.90 mm thick at the horizontal joints between two

successive lifts of walls of tanks as well as between uppermost lifts

of walls and beam/slab of roof dome in required lengths, out of

which 100 mm width shall be embedded in the lower layer of RCC

and remaining 100 mm width in the successive layer of RCC

8 Brick work with FPS bricks of class designation 75 in cement mortar

1:6 (1cement : 6 coarse sand) in retaining, to wall for CC pavement.

9 Cement concrete flooring 50mm thick with 20mm nominal size

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

aggregate) finished with floating coat of neat cement including

cement slurry on the treades and landing of the staircase, on the

steps from the finished ground level to the plinth, on terrace balcony

and on top external surface (terrace of tank roof)

10 18 mm thick cement plaster in skirting and risers of steps with

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

floating cement.

11 12 mm thick cement plaster in cement mortar 1:4 (1 cement : 4 fine

sand) on outer perephery of the retaining/ toe wall for CC pavement.

12 20 mm cement plaster 1:3 (1 cement : 3 fine sand) admixed with

approved acrylic based water proofing comound (in required

quantities as specified by the manufactures) on internal surface of

RCC water tank including finishing with a floating coat of neat

cement.

13 Finishing all available areas of external RCC surfaces of staging and

tank exposed to atmosphere excluding the top external surface of

tank roof with premium Acrylic Smooth exterior paint with silicon

additives "Snowcryl-XT" of M/s Snowcem India Ltd. Of equivalent of

required shade on new work in two or more coats.

14 Painting two or more caots on all mild steel work with synthetic

enamal paint of approved brand and manufacture to give an even

shade.

15 950 mm high (above treads excluding flooring & upto bottom of

hand rail) railing on both sides of RCC staircase RCC landing, on

outer side of tank balcony at bottom dome with vertical 50x50x8 mm

angle iron @ 750 mm center to center and 800 mm high (above

treads excluding flooring and upto bottom of hand rail) on outer side

of tank top dome with vertical 50x50x8 mm angle iron @ 750mm

center to center including fixing embedding the vertical iron to treads,

slab to the required depth, painting with priming coat of approved

steel primer etc. One no MS steel ladder from bottom dome balcony

to top dome landing consisting of two Nos MS angles 50x50x6 mm

with 20 mm dia MS bar steps @ 250 mm center to center including

painting and priming coat etc.

16 Hand rail of MS pipes 25 mm nominal bore (class B) one no. on

both side by welding etc. to vertical railiing of RCC staircase, RCC

landings and two Nos MS pipes 25 mm nominal bore (class B) hand

rail to outer side of tank balcony railing at bottom dome and top

including supplying & priming coat of approved steel primer.


17 ISI marked steel openable glazed ventilation shaft above the tank

roof dome of required size(s), shapes (in plan as well as elevation)

consisting of standerd rolled steel section, joints mitred and welded

with 15x3 mm lugs with stainless steel rawl plugs and screws as

required, including providing and fixing of glass panes with glazing

clips and special metal sash putty of approved steel primer:

excluding the cost of metal beading and other fitting necessary

hinges or pivots as required for windows side- hung

18 One No. C.I. manholes covers on tank roof with frames of light duty

size 455x610 mm internal dimension total weight of cover and frame

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

frame 15kgs.) with anticorrosive bitumastic paint with locking

arrangement as per instructions of Engineer-in-charge

19 100 mm dia. Double Flanged (screwed/ welded) Ductile iron K-9

(IS:8329) intel pipe and overflow cum scour pipe in required lengths

including providing and fixing all necessary flanged D.I K-12

standard specials (of required dias) such as tee, bends, collars,

taper, caps etc suitable for flanged jointing, providing and fixing

necessary M.S. holder bat clamps made out of M.S. flat 75x8 mm of

required length/ dia and approved design including cost of cutting

holes and making good the RCC elements etc providing necessary

thrust blocks of size as per structural design of CC 1:2:4 (1 cement :

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

stone aggregate) providing and fixing double flanged C.I. Duck - foot

bend 90 degree (Heavy class) painting with two coats of anti

corrosive bitumastic paint of approved brand over a priming coat of

red lead paint on new work, providing and fixing all necessary D.I. tail

pieces etc.

20 100 mm dia. Double Flanged (screwed/ welded) Ductile iron K-9

(IS:8329) outlet pipe of required lengths including providing and

fixing all necessary flanged D.I K-12 standard specials (of required

dias) such as tee, bends, collars, taper, caps etc suitable for flanged

jointing, providing and fixing necessary M.S. holder bat clamps made

out of M.S. flat 75x8 mm of required length/ dia and approved design

including cost of cutting holes and making good the RCC elements

etc providing and embedding necessary flanged puddle collers

providing necessary thrust blocks of size as per structural design of

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

mm nominal size stone aggregate) providing and fixing to each of

outlet and overflow cum scour pipes double flanged C.I. Duck - foot

bend 90 degree (Heavy class) painting with two coats of anti

corrosive bitumastic paint of approved brand over a priming coat of

red lead paint on new work, providing and fixing all necessary D.I. tail

pieces etc.

21 Providing and fixing to inlet, outlet and overflow cum scour pipes,

seismic/ Expansion joints of required dia with brass bushes of

approved brand and manufacture as approved

22 Necessary ISI marked (IS: 780-1984) C.I. sluice value (with cap)

complete with bolts, nuts, rubber insertions etc. including providing

and fixing necessary tail pieces (Class II) to 100 to 200 mm dia inlet,

outlet and overflow cum scour pipes.


23 Constructing for inlet and outlet pipes, necessary masonary

Chambers (for sluice valces) (60x60x75 cm inside with 75 class

designation brick work in cement mortar 1:5 (1cement : 5 fine sand)

for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm

bottom diameter and 180 mm deep (inside) with chained lid and

RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone

aggregate 20 mm nominal size) foundation concrete 1:5:10 (1

cement :5 fine sand: 10 graded stone aggregate 40 mm nominal

size) and inside plastering with cement mortal 1:3 (1 cement : 3

coarse sand) 12 mm thick finished with a floating coat of neat

cement complete as per standerd design with FPS bricks.

24 Constructing for over flow cum scour pipe, necessary open

masonary Chambers of size 120x90 cm, 90 cm deep inside with 75

class designation brick work in cement mortar 1:5 (1cement : 5 fine

sand) foundation concrete 1:5:10 (1 cement :5 fine sand: 10 graded

stone aggregate 40 mm nominal size) and inside plastering with

cement mortal 1:3 (1 cement : 3 coarse sand) 12 mm thick finished

with a floating coat of neat cement complete as per standerd design

with FPS bricks.

25 50 mm thick cement concrete pavament (CC pavement) 1:2:4 mix

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

nominal size) finished with a floating coat of neat cement including

cement slurry in as area within the staging with in a width of 3.00

metres all around the outside edges of the RCC column staging

(Top of the CC pavement shall be at the formation level.

26 Providing and laying including jointing 200 mm dia non-pressure

NP2 class (Light duty) RCC pipe with collars jointed with stiff mixture

of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand)

including testing of joints complete in a length of 10 meters from the

open masonry chamber to the nearest drain.

27 Providing and fixing in required position one No. Electronic water

level indicator (Minilec or equivalent standard make) as approved by

Engineer-in-charge along with all necessary accessories and fitting

all complete.

28 Providing and fixing in required position one No. Lighting conductor

confirming to I.S. 2309 at top of OHT including providing and fixing

alumenium flat of size 20x3 mm from the lightening conductor to

ground level in vertical direction and upto the outside edge of CC

pavement in the horizontal direction including fixing the aluminium

flat to RCC tank/ staging by brackets/ Rawl plugs with necessary

steel screws all complete.

29 One No. Tower (Danger red) light (Dollar or equivalent of standard

make) on the top most point of the tank with all necessary electric

wiring/ fiting, electrical points to be connected by 3-22 core wire

provided inside 25 mm M.S. tube secured with clamps to the tank

and staging etc. all complete as per directions of Engineer-in-charge


30 One No. AISI-316 satin finished (brush finish) stainless steel ladder

made of 65x65x5 mm stainless steel angle frame 50x50x5 mm

stainless steel angle steps fixed 250 mm center to center to frame

angles by stainless steel welding on both sides including 100x100x5

mm thick stainless steel plate drilled with holes of required diameter

diameter and fixing the ladder assembly to RCC walls/beam with 4

nos. stainless steel dash fastners 10 mm diameter & 65 mm long at

upper end of ladder including drilling holes in RCC walls/ beam and

making good the walls wherever required by concrete mix of the

RCC element etc. all complete and as per the directions of Engineer-

in-charge.

31 Two nos. electric lamp with necessary fittings at different heights in

the shaft staging with necessary wiring & switch box etc. including

providing necessary connection box on the external face of the shaft

staging near the entrance door etc. all complete.

32 Soil testing & verification of SBC of soil (Refer particular

specifications also)

33 Structural design & drawing including necessary submission of

design/details, approval etc. all complete (Refer particular

specifications also)

34 Testing of tank (Refer particular specifications also) including

making all necessary arrangements for filling of tank etc. all

complete.

35 Disinfection and commissioning of tank

1.01.01 a) 02 Nos. OHT of capacity 225000 Litres each with staging height

20M2 225000.00 23.00

SAY 103.50

Amount

Amount

Amount

Amount

Amount

10350000.00

Lacs

dz-la- en dk uke TENDER gsrq ykxr

1 2 4

A 1446.70

B 1693.59

C V;wcosy] vks0 ,p0 Vh0 ,oa gS.MiEi 156.26

D feVVh HkjkbZ 796.23

E 1742.00

F lhoj ykbu 102.06

G gkVhZdYpj 37.50

H okVj ykbu 79.68

I ,l0 Vh0 ih0 200.29

J jsu okVj gkosZfLVax 20.77

6275.08


DISTRICT JAIL

AT SANTKABIR NAGAR

ykxr lkjkW'k ( flfoy va'k )

Documents

BILL OF QUANTITIES OF PROPOSED CONSTRUCTION … · SN DESCRIPTION OF ITEMS QTY UNIT RATE AMOUNT A WATER DISTRIBUTION SYSTEM 1 Providing and laying HDPE PIPEwith 6 kg pressure including