Staff Quaters

BILL OF QUANTITIES

BILL OF QUANTITIES

1. The bill of Quantities shall be read in conjunction with the Instructions to Bidder,

Conditions of Contract, Technical Specifications and Drawings.

2. The quantities given in the Bill of Quantities are estimated and provisional, and are given

to provide a common basis for bidding. The basis of payment will be the actual quantities

of work ordered and carried out, as measured by the Contractor and verified by the

Engineer and valued at the rates and prices tendered in the priced Bill of Quantities,

where applicable, and otherwise at such rates and prices as the Engineer may fix within

the terms of the Contract.

3. The rates and prices tendered in the priced Bill of Quantities shall, except in so far as it

is otherwise provided under the Contract, include all constructional plant, layout,

supervision, materials, erection, maintenance, insurance, profit, taxes and duties,

together with all general risks, liabilities and obligations set out or implied in the

4. The rates and prices shall be quoted entirely in Indian Currency

5. A rate or prices shall be entered against each item in the Bill Quantities, whether

quantities are stated or not. The cost of Items against which Contractor has failed to

enter a rate or price shall be deemed to be covered by other rates and prices entered in

the Bill of Quantities (in case of Item rate contract).

6. The whole cost of complying with the provisions of the Contract shall be included in the

items provided in the priced Bill of Quantities, and where no Items are provided the cost

shall be deemed to be distributed among the rates and prices entered for the related

7. General direction and descriptions of work and materials are not necessarily repeated

or summarized in the Bill of Quantities. References to the relevant sections of the

contract documentation shall be made before entering rates or prices against each item

in the Bill of Quantities.

8. The method of completed work of payment shall be in accordance with the specification

for Road and Bridge works. For building works specifications for building are to be

9. Errors will be corrected by the Employer for any arithmetic errors pursuant to

Clause 29 of the Instructions to Bidder.

10 . Rock is defined as all materials which, in the opinion of the Engineer, required blasting,

or the use of metal wedges and sledgehammers, or the use of compressed air

drilling for its removal, and which cannot be extracted by ripping with a tractor of at

least 150 kw with a single rear mounted heavy duty ripper.

Name of Work :-

Construction of Taluka Panchayat Staff Quarter (C-Type 28 Unit) At Vikas

Colony, Borsad Ta :- Borsad, Dist:- Anand

BILL OF QUANTITIES

(A) Percentage Rate Tender (Up to INR 50 Cr. )

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

[A] Part-I : For Civil Work :

1 Excavation for foundation upto 1.5 m depth including 2646.36 Cu.mt 261.79

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter lead.(B)

Dense or Hard soil

2 Excavation for foundation for depth from 1.5 m to 3.0 m 2022.48 Cu.mt 282.63

including sorting out and stacking of useful materials

and disposing off the excavated stuff upto 50 Meter

lead.(B) Dense or Hard soil

3 Providing and laying cement concrete work 1:2:4 (1- 386.99 Cu.mt 4306.64

Cement : 2- Coarse sand : 4- graded stone aggregates

mm nominal size) and curing complete Including cost of

formwork and But excluding the cost of reinforcement

for reinforced concrete work in (A) Foundations,

footings, Base or columns and Mass concrete (For PCC)

4 Provinding and laying controlled cement concrete M - 551.58 Cu.mt 4833.86

250 and finishing smooth with curing etc complete,

including the cost of formwork but excluding the cost of

reinforcement for R.C.C. work in(A) Foundations,

footings, Base of Columns and Mass concrete. (For

5 Providing and laying controlled c.c. M.250 & curing 68.72 Cu.mt 7892.14

complete including the cost of form work but Excluding

the cost of reinforcement for reinforced concrete work

in Collumns, pillars, posts & struts upto floor two

level.(For Column Up to PL)

6 Providing and laying controlled cement concrete M.250 193.43 Cu.mt 5999.40

and curing complete Including the cost of formwork But

excluding the cost of reinforcement for reinforced

concrete work in (C) Slabs, landing, shelves, Balconies,

Lintels, Beams, Girders and Cantilever upto floor two

level. (For Ground Beam)

7 Filling available excavated earth (Excluding rock) in 2780.87 Cu.mt 136.92

trenches plinth, sides of foundation etc in layers not

exceeding 20 cm in depth consolidating each deposited

layer by ramming and watering.

BOQ Page No.585

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

8 Filling in foundation and plinth with brick Bats Chhara 143.26 Cu.mt 621.46

in layers of 20cm. thickness including watering,

remming and consolidating etc. complete.

9 Filling in plinth with sand under floors including 42.60 Cu.mt 481.80

watering, ramming consolidating and dressing complete.

10 Anti-Termite System:Providing and laying of 892.92 Sq.mt 134.33

permanentpiping technology anti-termite treatment

before flooringwork by installing LLDP (Low linear

density polyethylene)tube of 8 mm O.D. & 6.4 mm 1.D.

with inbuilt pressurecompensation chip every 30 cm

interval in the tube, having working pressure of

Kg/cm2 and release rate of1.9 Itr/hour fixed by P-clips

and nails. The LLDP pipeshall be installed at the entire

periphery of the buildingand at internal network of

building at a depth of 20 to200 mm under floor at every

2 to 3 mtr. c/c distance(adjusted as per building layout )

& Ends of loop passthrough a PVC elbow of minimum

mm ID at junctionbox of wall and floor level, entering

into a steelreinforced grooved flexible pipe of minimum

22 mm IDleading into junction box and the loops shall

terminate injunction boxes & test every junction during

injectingchemicals for termite control treatment. The

anti termitechemical Imidacloprid 30.5% SC mix as per

IS-6313(part III) shall be injected by the pressure pump

dilutedwith water @ 10.5 ml/5 ltr of water at the rate of

2Kg/sq.cm @ 5 Ltr/SMT. The contractor shall

submitapproved line plan for piping system and junction

boxesdully approved by Engineer-in-Charge with bond

of 5year warranty.(i)Anti Termite chemical injected

area(Chemical injecting incl. labour cost)

11 Providing and laying damp proof course 25mm thick 154.02 Sq.mt 320.63

cement concrete 1:2:4 (1-Cement : 2 coarse sand :

stone aggregate 10 mm nominal size) and curing

12 Brick work using common burnt clay building 86.38 Cu.mt 4214.33

brickshaving crushing strength not less than

kg./Sq.Cm. in foundation and plinth in Cement Mortar

1:6 (1- Cement :6 -fine sand)(B) Conventional (For B/W

13 Brick work using Common burnt clay building bricks 113.84 Cu.mt 4496.05

having crushing strength not less than 35 kg/sq.cm in

Super Structure above floor Two Level in cement mortar

1:6 ( 1 cement : 6 fine sand ) (B) Conventional. (For

BOQ Page No.586

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

14 Brick work using Common burnt clay building bricks 271.74 Cu.mt 4538.16

having crushing strength not less than 35 kg/sq.cm in

Super Structure above floor Two Level in cement mortar

1:6 ( 1 cement : 6 fine sand ) (B) Conventional. (First

15 Brick work using Common burnt clay building bricks 157.90 Cu.mt 4580.28

having crushing strength not less than 35 kg/sq.cm in

Super Structure above floor Two Level in cement mortar

1:6 ( 1 cement : 6 fine sand ) (B) Conventional. (For

16 Brick work using Common burnt clay building bricks 157.90 Cu.mt 4622.40

having crushing strength not less than 35 kg/sq.cm in

Super Structure above floor Two Level in cement mortar

1:6 ( 1 cement : 6 fine sand ) (B) Conventional. (For

17 Brick work using Common burnt clay building bricks 18.86 Cu.mt 4664.51

having crushing strength not less than 35 kg/sq.cm in

Super Structure above floor Two Level in cement mortar

1:6 ( 1 cement : 6 fine sand ) (B) Conventional. (For

Staircabin & Lift Well)

18 Half brick masonary in Common Burnt Clay building 58.50 Sq.mt 684.26

bricks having crushing strength not less than

kg/sq.cm in super structure above plinth level upto floor

two level in cement mortar 1:4 ( 1 cement : 4 fine sand)

(B) Conventional. (For Ground )

19 Half brick masonary in Common Burnt Clay building 479.84 Sq.mt 690.57

bricks having crushing strength not less than

kg/sq.cm in super structure above plinth level upto floor

two level in cement mortar 1:4 ( 1 cement : 4 fine sand)

(B) Conventional. (For First Floor)

20 Half brick masonary in Common Burnt Clay building 479.84 Sq.mt 696.87

bricks having crushing strength not less than

kg/sq.cm inin superstructure above floor two level.(B)

Conventional (For Second Floor)

21 Half brick masonary in Common Burnt Clay building 479.84 Sq.mt 703.17

bricks having crushing strength not less than

kg/sq.cm inin superstructure above floor two level.(B)

Conventional (For Third Floor)

22 Providing and laying cement concrete 1:3:6 (1- Cement : 17.90 Cu.mt 4100.60

3- Coarse sand : 6- crushed stone aggregates 20 mm

nominal size) and curing complete including cost of

formwork in (A) Wall Caps / Coping

BOQ Page No.587

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

23 Providing and laying Controlled cement concrete M200 18.37 Cu.mt 7391.18

and curing etc. complete including the cost of form work

but Excluding the cost of reinforcement. (C) Slabs

Landings shelves Balconies , Lintel -chhaja , beams

girders and cantilever up floor to level. (For Lintel)(For

24 Providing and laying Controlled cement concrete M200 27.42 Cu.mt 7432.30

and curing etc. complete including the cost of form work

but Excluding the cost of reinforcement. (C) Slabs

Landings shelves Balconies , Lintel -chhaja , beams

girders and cantilever up floor to level. (For Lintel)(For

25 Providing and laying Controlled cement concrete M200 27.42 Cu.mt 7473.41

and curing etc. complete including the cost of form work

but Excluding the cost of reinforcement. (C) Slabs

Landings shelves Balconies , Lintel -chhaja , beams

girders and cantilever up floor to level. (For Lintel)(For

26 Providing and laying Controlled cement concrete M200 27.42 Cu.mt 7514.53

and curing etc. complete including the cost of form work

but Excluding the cost of reinforcement. (C) Slabs

Landings shelves Balconies , Lintel -chhaja , beams

girders and cantilever up floor to level. (For Lintel)(For

27 Providing and laying Controlled cement concrete M200 1.88 Cu.mt 7555.64

and curing etc. complete including the cost of form work

but Excluding the cost of reinforcement. (C) Slabs

Landings shelves Balconies , Lintel -chhaja , beams

girders and cantilever up floor to level. (For

Lintel)(Staircabin)

28 Providing and laying Controlled cement concrete M200 3.22 Cu.mt 6827.59

and curing etc. complete including the cost of form work

but excluding the cost of reinforcement. (C) Slabs

Landings shelves Balconies , Lintel -chhaja , beams

girders and cantilever up floor to level (For Ground )

29 Providing and laying Controlled cement concrete M200 4.70 Cu.mt 6868.71

and curing etc. complete including the cost of form work

but excluding the cost of reinforcement. (C) Slabs

Landings shelves Balconies , Lintel -chhaja , beams

girders and cantilever up floor to level (First Floor)

30 Providing and laying Controlled cement concrete M200 2.12 Cu.mt 6909.83

and curing etc. complete including the cost of form work

but excluding the cost of reinforcement. (C) Slabs

Landings shelves Balconies , Lintel -chhaja , beams

girders and cantilever up floor to level (For Second

BOQ Page No.588

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

31 Providing and laying Controlled cement concrete M200 2.12 2.12 6950.94

and curing etc. complete including the cost of form work

but excluding the cost of reinforcement. (C) Slabs

Landings shelves Balconies , Lintel -chhaja , beams

girders and cantilever up floor to level (For Third Floor)

32 Providing and laying Controlled cement concrete M200 0.88 Cu.mt 6992.07

and curing etc. complete including the cost of form work

but excluding the cost of reinforcement. (C) Slabs

Landings shelves Balconies , Lintel -chhaja , beams

girders and cantilever up floor to level (At Terrace)

33 Providing and laying controlled cement concrete work 8.00 Cu.mt 8494.10

of M 200 and curing complete including cost of

formwork But Excluding reinforcement for reinforced

concrete work in (E)Staircases excluding landing upto

floor two level.(For Ground Floor To First Floor

34 Providing and laying controlled cement concrete work 8.00 Cu.mt 8535.22

of M 200 and curing complete including cost of

formwork But Excluding reinforcement for reinforced

concrete work in (E)Staircases excluding landing upto

floor two level.(For Ground Floor To First Floor

35 Providing and laying controlled cement concrete work 4.86 Cu.mt 8576.33

of M 200 and curing complete including cost of

formwork But Excluding reinforcement for reinforced

concrete work in (E)Staircases excluding landing upto

floor two level.(For Second Floor Staircase)

36 Providing and laying controlled cement concrete work 4.86 Cu.mt 8617.45

of M 200 and curing complete including cost of

formwork But Excluding reinforcement for reinforced

concrete work in (E)Staircases excluding landing upto

floor two level.(For Third Floor Staircase)

37 Providing and laying controlled cement concrete M.200 52.54 Cu.mt 7839.62

and curing complete including the cost of formwork but

excluding the cost of reinforcement for reinforced

concrete work in (D) Columns, Pillars posts and struts

upto floor two level. (For Column)(Up To Ground Slab)

38 Providing and laying controlled cement concrete M.200 52.54 Cu.mt 7880.74

and curing complete including the cost of formwork but

excluding the cost of reinforcement for reinforced

concrete work in (D) Columns, Pillars posts and struts

upto floor two level. (For Column)( First Floor Slab)

BOQ Page No.589

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

39 Providing and laying controlled cement concrete M.200 52.56 Cu.mt 7921.85

and curing complete including the cost of formwork but

excluding the cost of reinforcement for reinforced

concrete work in (D) Columns, Pillars posts and struts

upto floor two level. (For Column)(Up To Second Floor

40 Providing and laying controlled cement concrete M.200 58.06 Cu.mt 7962.97

and curing complete including the cost of formwork but

excluding the cost of reinforcement for reinforced

concrete work in (D) Columns, Pillars posts and struts

upto floor two level. (For Column)(Up To Third Floor

41 Providing and laying controlled cement concrete M.200 75.47 Cu.mt 6484.20

and curing complete Including the cost of formwork but

excluding the cost of reinforcement for reinforced

concrete work in (C) Slabs, landing, shelves, Balconies

Lintels, Beams, Girders and Cantilever upto floor two

level. (For Beam)(For Ground Beam)

42 Providing and laying controlled cement concrete M.200 70.26 Cu.mt 6525.32

and curing complete Including the cost of formwork but

excluding the cost of reinforcement for reinforced

concrete work in (C) Slabs, landing, shelves, Balconies

Lintels, Beams, Girders and Cantilever upto floor two

level. (For Beam) For First Floor

43 Providing and laying controlled cement concrete M.200 70.26 Cu.mt 6566.43

and curing complete Including the cost of formwork but

excluding the cost of reinforcement for reinforced

concrete work in (C) Slabs, landing, shelves, Balconies

Lintels, Beams, Girders and Cantilever upto floor two

level. (For Beam) (For Second Floor Beam)

44 Providing and laying controlled cement concrete M.200 76.67 Cu.mt 6607.55

and curing complete Including the cost of formwork but

excluding the cost of reinforcement for reinforced

concrete work in (C) Slabs, landing, shelves, Balconies

Lintels, Beams, Girders and Cantilever upto floor two

level. (For Beam) (For Third Floor Beam)

45 Providing and laying controlled cement concrete M.200 20.64 Cu.mt 9354.62

and curing complete excluding the cost of formwork but

including the cost of reinforcement for reinforced

concrete work in (B) Walls, from top of foundation level

upto floor two level (Latak/Padadi)(For GF )

BOQ Page No.590

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

46 Providing and laying controlled cement concrete M.200 9.24 Cu.mt 9395.74

and curing complete excluding the cost of formwork but

including the cost of reinforcement for reinforced

concrete work in (B) Walls, from top of foundation level

upto floor two level (Latak/Padadi)(For FF )

47 Providing and laying controlled cement concrete M.200 9.24 Cu.mt 9436.85

and curing complete excluding the cost of formwork but

including the cost of reinforcement for reinforced

concrete work in (B) Walls, from top of foundation level

upto floor two level (Latak/Padadi)(For SF)

48 Providing and laying controlled cement concrete M.200 10.10 Cu.mt 9477.97

and curing complete excluding the cost of formwork but

including the cost of reinforcement for reinforced

concrete work in (B) Walls, from top of foundation level

upto floor two level (Latak/Padadi)(For TF)

49 Providing and laying controlled cement concrete M.200 3.52 Cu.mt 9519.09

and curing complete excluding the cost of formwork but

including the cost of reinforcement for reinforced

concrete work in (B) Walls, from top of foundation level

upto floor two level (Latak/Padadi)(At Terrace)

50 Providing and laying controlled cement concrete M.200 38.62 Cu.mt 9131.54

and curing complete Including the cost of formwork but

excluding the cost of reinforcement for reinforced

concrete work in Parapet Wall In Balcony, Staircase &

51 Providing and laying controlled c.c.M.200 & curing 76.21 Cu.mt 4813.66

complete including the cost of form work but excluding

the cost of reinforcement for reinforced concrete work

in Slabs, landing, cantilevers upto floor two level.(For

52 Providing and laying controlled cement concrete M.200 111.62 Cu.mt 7469.96

and curing complete Including the cost of formwork but

excluding the cost of reinforcement for reinforced

concrete work in (C)Slabs, landing, shelves, Balconies

Lintels, Beams, Girders and Cantilever upto floor two

level. (For Slab)(For Ground Floor )

BOQ Page No.591

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

53 Providing and laying controlled cement concrete M.200 111.62 Cu.mt 7511.08

and curing complete Including the cost of formwork but

excluding the cost of reinforcement for reinforced

concrete work in (C) Slabs, landing, shelves, Balconies

Lintels, Beams, Girders and Cantilever upto floor two

level. (For Slab)(First Floor Slab)

54 Providing and laying controlled cement concrete M.200 111.62 Cu.mt 7552.19

and curing complete Including the cost of formwork but

excluding the cost of reinforcement for reinforced

concrete work in (C) Slabs, landing, shelves, Balconies

Lintels, Beams, Girders and Cantilever upto floor two

level. (For Slab)(For Second Floor Slab)

55 Providing and laying controlled cement concrete M.200 111.62 Cu.mt 7593.31

and curing complete Including the cost of formwork but

excluding the cost of reinforcement for reinforced

concrete work in (C)Slabs, landing, shelves, Balconies

Lintels, Beams, Girders and Cantilever upto floor two

level. (For Slab)(For Third Floor Slab)

56 Providing and laying controlled cement concrete M.200 11.70 Cu.mt 7634.43

and curing complete Including the cost of formwork but

excluding the cost of reinforcement for reinforced

concrete work in (C)Slabs, landing, shelves, Balconies

Lintels, Beams, Girders and Cantilever upto floor two

level. (For Slab)(For Fourth Floor Slab)

57 Providing TMT Bar FE 500D reinforcement for 293219.04 Kg 79.25

R.C.C.work including bending, binding and placing in

positioncomplete upto floor two level. (For All Floor )

58 Providing and fixing M.S. Fan clamps type 1 to 16mm dia 224.00 Nos 132.29

M.S. bar bent to shape with hooked ends to R.C.C. slabs

curing, laying including painting the exposed portion of

loops, all as per standard design complete

59 Providing & fixing 35 mm thick Single shutter flush door 220.20 Sq.mt 8454.71

solid core finished with both side 1 mm thick

laminationboth side of natural wood grain shade as

approved by this office having telephone blackgranite

mm thick frame with double stone including fixed

ventilation above lintle level as per drg and as per

theinstruction of Engineer in charge.with necessary SS

hinges and fixtures etc . complete.

BOQ Page No.592

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

60 Providing and fixing Alluminium window having 218.70 Sq.mt 3411.78

extruded aluminum colour anodized section frame main

outer size 95mm x 24mm x 1.17mm (of Jindal section

no.2459 @ Wt. 0.738 Kg/mt), horizontal three track

member size 92mm x 31.75mm x 1.30mm (of Jindal

section no. 8688, @ Wt. 1.07 Kg/mt), vertical member of

size 92mm 31.75mm x 1.50mm (of Jindal section no.

8933 @ Wt. 1.06 Kg/mt) with sliding shutters of

horizontal member size 40mm x 18mm x 1.29mm (of

Jindal Section No. 8947 @ Wt. of 0.456 Kg/mt), including

1 track of Mosquitos track vertical member of size

40mm x 18mm x 1.29 mm (of Jindal section no: 8949 @

Wt. of 0.456 kg / mt) with 5 mm th Sphire Blue colour

tinted float glass with powder coated aluminum fittings

and fixtures and transparent silicon sealant glass fixing

Including Granite Frame as per details etc.

61 Providing and fixing M.S. grills of required pattern to 3940.60 Kg 129.28

wooden/Marble/Granite/Stone frames of windows etc.

with M.S. flats at required spacings and frame alround,

square or round bars with round headed bolts and nuts

or by screws (A) Plain Grill.

62 Providing and fixing Louverd type ventilators with 20.16 Sq.mt 17860.84

powder coated aluminum fittings and fixtures and Blur

glass fixing to Adjustable louverds and black granite

frame as per details and executed as per directed by

Engineer Incharge.

63 Providing, fixing and erecting Fabrication Curtain wall 8728.96 Kg 143.42

for Duct/shaft /Opening cover made from M.S. pipe

(class-B), hollow tubes , flat and other nessesory

hardware iteams and fabrication work including cutting,

welding, making holes by drilling machine & fixing in

line and level of all structure including cost of all

laboures, fixtures, fastening and equipments etc and

finish with two coat of oil paint and one coat of priming

coat as per directed by engineer incharge etc complete.

64 P & L 24" x 24" vitrified 8 mm thick tile flooring over 1912.14 Sq.mt 1311.18

20mm (average) base of cement mortar 1:6 ( 1 cement:

6coarse sand) on new surface or fixing on existing

flooring by adhesive material including dismentaling

ofexisting flooring and jointed with color cement

slurryincluding finised with flush pointing & cleaning

thesurface etc. complete for light shade

BOQ Page No.593

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

65 P & L 24" x 24" vitrified 8 mm thick tile flooring over 212.46 Sq.mt 1346.35

20mm (average) base of cement mortar 1:6 ( 1 cement:

6coarse sand) on new surface or fixing on existing

flooring by adhesive material including dismentaling

ofexisting flooring and jointed with color cement

slurryincluding finised with flush pointing & cleaning

thesurface etc. complete for Dark Shade

66 Providing and laying polished Kota stone slab flooring 42.64 Sq.mt 1019.39

over 20mm (Average) thick base of cement mortar 1:6

(1-cement : 6-coarse sand) or L.M. 1.1.5 (1-Lime putty

:1.5 - coarse sand) laid over and jointed with grey

cement slurry mixed with pigment to match the shade of

slab including rubbing and polishing etc. complete. (A)

67 Providing and laying polished Kota stone slab flooring 255.97 Sq.mt 1109.07

over 20mm (Average) thick base of cement mortar 1:6

(1-cement : 6-coarse sand) or L.M. 1.1.5 laid over and

jointed with grey cement slurry including rubbing and

polishing etc. complete. (B) 30 mm thick

68 Providing and fixing 25 mm thick shutters made of 305.76 Sq.mt 4715.69

waterproof ply for cupboards, shutter with frame and

PVC beading including anodised alluminium butt hinges

& .S.S. Handle for Door 15 Cm size with necessary

screws finished with both side 1 mm thick lamination

both side of natural wood grain shade as per the

instruction of Engineer in charge.

69 Providing and laying Ceramic tiles 6mm thick in skrting 1485.66 Sq.mt 1030.57

risers of steps and dedo on 10mm thick cement plaster

1:3 (1-cement : 3-coarse sand) and jointed with white

cement slurry As Per selected by engineer in charge.

70 Providing and laying 25 mm thick machine cut , free 273.80 Sq.mt 5079.29

edges , polished Granite for flooring, tread and risers in

single piece with 1 cm nosing and necessary 2 stripline

grooves on treads etc. complete as per directed by

engineer incharge.

71 Providing and laying broken china mosaic flooring for 852.48 Sq.mt 779.70

terrace using 12 mm to 20 mm broken pieces of glazed

tiles to be laid over cement mortar 1:3 to plain or slope

and to be tempered to bring mortar creme out upto

surface using white cement including rounding off

junctions and extending them upto 15 cm along the

wall, clearing with water and oxalic acid etc. as directed.

BOQ Page No.594

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

72 Providing and laying BBCC of 100mm th. Layer in CM 882.16 Sq.mt 887.79

(1:3) including sparaying two coat of water proofing

chemical with selected brand by enginner incharge

.i.e.perma or other with leveling complete for ready base

of china mosaic treatment.

73 Providing and laying Cinder in Well graded sizes having 31.50 Cu.mt 896.88

density nearer 650 kg/cu.mt light weight and black

74 Providing and cement vata (10cm x 10cm size) quarter 382.46 Rmt 24.28

round in cement mortar 1:1 including neat cement

finishing watering etc. complete.

75 Providing 20 mm thick double coat mala cement plaster 1279.16 Sq.mt 315.12

on interior brick / concrete work for plastering

comprising of base coat of 12 mm thick cement plaster

in cement mortar (1 Cement : 4 coarse sand) in rough

finishing and 8 mm thick top coat of cement mortar 1:2

(1 Cement : 2 Coarse sand) finished with trovel

including scaffolding curing etc. complete. (For Interior

Plaster For Ground )

76 Providing 10mm thick cement plaster in single coat on 612.66 Sq.mt 162.53

brick/concrete walls for interior plastering upto floor

two level and finished even and smooth in (i)Cement

mortar 1:4 (1-cement:4-sand) for ceiling (For Ground

Floor- ceiling )

77 Providing 20 mm thick double coat mala cement plaster 1939.56 Sq.mt 342.35

on interior brick / concrete work for plastering

comprising of base coat of 12 mm thick cement plaster

in cement mortar (1 Cement : 4 coarse sand) in rough

finishing and 8 mm thick top coat of cement mortar 1:2

(1 Cement : 2 Coarse sand) finished with trovel

including scaffolding curing etc. complete. (For Interior

Plaster For First Floor)

78 Providing 10mm thick cement plaster in single coat on 622.82 Sq.mt 184.42

brick/concrete walls for interior plastering upto floor

two level and finished even and smooth in (i)Cement

mortar 1:4 (1-cement:4-sand) for ceiling (For First

79 Providing 20 mm thick double coat mala cement plaster 1939.56 Sq.mt 369.58

on interior brick / concrete work for plastering

comprising of base coat of 12 mm thick cement plaster

in cement mortar (1 Cement : 4 coarse sand) in rough

finishing and 8 mm thick top coat of cement mortar 1:2

(1 Cement : 2 Coarse sand) finished with trovel

including scaffolding curing etc. complete. (For Second

BOQ Page No.595

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

80 Providing 10mm thick cement plaster in single coat on 622.82 Sq.mt 245.22

brick/concrete walls for interior plastering upto floor

two level and finished even and smooth in (i)Cement

mortar 1:4 (1-cement:4-sand) for ceiling (For Second

81 Providing 20 mm thick double coat mala cement plaster 1939.56 Sq.mt 396.81

on interior brick / concrete work for plastering

comprising of base coat of 12 mm thick cement plaster

in cement mortar (1 Cement : 4 coarse sand) in rough

finishing and 8 mm thick top coat of cement mortar 1:2

(1 Cement : 2 Coarse sand) finished with trovel

including scaffolding curing etc. complete. (For Third

82 Providing 10mm thick cement plaster in single coat on 622.82 Sq.mt 267.09

brick/concrete walls for interior plastering upto floor

two level and finished even and smooth in (i)Cement

mortar 1:4 (1-cement:4-sand) for ceiling (For TF )

83 Providing 20 mm thick double coat mala cement plaster 130.48 Sq.mt 424.04

on interior brick / concrete work for plastering

comprising of base coat of 12 mm thick cement plaster

in cement mortar (1 Cement : 4 coarse sand) in rough

finishing and 8 mm thick top coat of cement mortar 1:2

(1 Cement : 2 Coarse sand) finished with trovel

including scaffolding curing etc. complete. ( Staircabin)

84 Providing 10mm thick cement plaster in single coat on 54.46 Sq.mt 267.10

brick/concrete walls for interior plastering upto floor

two level and finished even and smooth in (i)Cement

mortar 1:4 (1-cement:4-sand) for ceiling (For TF &

85 20mm thick sand faced cement plaster on walls upto 3144.85 Sq.mt 379.38

height 10 metres above ground level consisting of 12mm

thick backing coat of C.M. 1:3 (1-cement : 3-sand) and

8mm thick finishing coat of C.M. 1:1 (1-cement : 1-sand)

etc. complete. including Galvanised Iron Chicken Mesh,

86 20mm thick sand faced cement plaster on walls above 778.20 Sq.mt 434.13

ground level consisting of 12mm thick backing coat of

C.M. 1:3 (1-cement : 3-sand) and 8mm thick finishing

coat of C.M. 1:1 (1-cement : 1-sand) etc. complete.(For

Exterior Plaster)(For Third Floor)

87 20mm thick sand faced cement plaster on walls upto 1705.80 Sq.mt 461.36

height 10 metres above ground level consisting of 12mm

thick backing coat of C.M. 1:3 (1-cement : 3-sand) and

8mm thick finishing coat of C.M. 1:1 (1-cement : 1-sand)

etc. complete.(For Fourth Floor)

BOQ Page No.596

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

88 Providing throating or plaster drip and moulding to 6744.48 Rmt 43.05

R.C.C. Chhajja.

89 Applying two coats of putty & two coats of primer of 7273.30 Sq.mt 40.61

approved brand and manufacture on new wall surface

togive an even shade including thoroughly brushing

thesurface free from mortar dropping and other

foreignmatter and sand papered smooth.

90 Applying two coats of putty & two coats of primer of 2547.56 Sq.mt 42.77

approved brand and manufacture on new wall surface to

give an even shade including thoroughly brushing the

surface free from mortar dropping and other foreign

matter and sand papered smooth.(For ceiling)

91 Wall painting (three coats) with plastic emulsion paint 9763.86 Sq.mt 125.40

of approved brand and manufacture on undecorated

wall surface to give an even shade including throughly

brushing the surface free from mortar droppings and

other foreign matter and sand papered smooth.

92 Finishing wall with weather proof exterior emulsion 4478.04 Sq.mt 136.52

paint on wall surface (two coats) to give an required

shape even shade after thoroughly brushing the surface

to remove all dirt, and remains of loose powdered

materials.etc complete. Including One Coat Wall Primer

Of Approved Brand. (Exterior Wall Paint)

93 Wall painting (three coats) with plastic emulsion paint 2535.56 Sq.mt 127.58

of approved brand and manufacture on undecorated

wall surface to give an even shade including throughly

brushing the surface free from mortar droppings and

other foreign matter and sand papered smooth.(On

94 Providing & finishing Wall Texture With two coats of 376.88 Sq.mt 1128.17

putty & two coats of primer of approved brand and

manufacture on new wall surface to give an even shade

including thoroughly brushing thesurface free from

mortar dropping and other foreignmatter and sand

papered smooth as per directed by Engineer incharge

(Royal Play Texture)

95 Providing laying and jointing in true line and level 456.00 Rmt 148.12

40mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water

including fittingsas approved by Engineer In Charge.

Pipe shall be fixed on the wall with the help of clamp at

every two metre C/C or shall be concelled as directed

including necessary fittings etc. including testing of pipe

and joints and fixing the same with adhesive solvent,

including cost of all materials.

BOQ Page No.597

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

96 Providing laying and jointing in true line and level 1400.00 Rmt 119.15

32mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water

including fittings as approved by Engineer In Charge.

Pipe shall be fixed on the wall with the help of clamp at

every two metre C/C or shall be concealed as directed

including necessary fittings etc. including testing of pipe

and joints and fixing the same with adhesive solvent,

including cost of all materials.

97 Providing laying and jointing in true line and level 896.00 Rmt 72.65

15mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water

including fittings as approved by Engineer In Charge.

Pipe shall be fixed on the wall with the help of clamp at

every two metre C/C or shall be concealed as directed

including necessary fittings etc. including testing of pipe

and joints and fixing the same with adhesive solvent,

including cost of all materials.

98 Providing and fixing concealed center point to wall 560.00 Rmt 660.58

ceiling & floor CPVC (SDR 13.5) PIPE having National

SanitationFoundation (NSecond Floor) seal for potable

water of following dia. nominal bore tube fittings and

clamps including making goodthe wall, ceiling and floor

etc.complete. [F] 50mm.

99 Providing and fixing concealed center point to wall 420.00 Rmt 253.82

ceiling & floor CPVC (SDR 13.5) PIPE having National

Sanitation Foundation (NSecond Floor) seal for potable

water of following dia. nominal bore tube fittings and

clamps including making good the wall, ceiling and floor

etc. complete. [C] 25 mm.

100 Providing laying and jointing in true line and level 110 1057.00 Rmt 876.90

diameter U.P.V.C. SWR Type B pipe confirmng to IS

13592-1992 with one end plain and other end socketed

with rubbering, & fitting conforming to ISI 14735-1999

of approved make for drainage system pipe line, pipe

shall be jointd with each other with rubber lubricant,

pipe shall be fixed on wall using of PVC clamp of the size

110 mm diameter x 149 mm length x 145 mm high at

every 2000 mm center to center or shall be concealed in

walls as directed including necessary fittings such as

Cowel vent, bends, shoes etc. including testing of pipes

and joints and jointed with adhesive solvent cement

including cost of all materials.

BOQ Page No.598

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

101 Providing laying and jointing in true line and level 160 920.00 Rmt 834.38

diameter U.P.V.C. SWR Type B pipe confirmng to IS

13592-1992 with one end plain and other end socketed

with rubbering, & fitting conforming to ISI 14735-1999

of approved make for drainage system pipe line, pipe

shall be jointd with each other with rubber lubricant,

pipe shall be fixed on wall using of PVC clamp of the size

160 mm diameter x 210 mm length x 196 mm high at

every 2000 mm center to center or shall be concealed in

walls as directed including necessary fittings such as

bends, shoes etc. including testing of pipes and joints

and jointed with adhesive solvent cement including cost

of all materials.

102 Providing and fixing screw down bib tap of brass 52.00 Nos 184.02

chromium plated screw downbib tap 20 mm dia.

103 Providing and fixing screw down bib taps of following 224.00 Nos 214.81

size.(A) Brass screw down bib tap polished bright. (ii)

104 Providing and fixing pillar tap, capstan head, screw 84.00 Nos 354.69

down high pressure with screws, shanks and back nuts.

105 Providing and fixing chromium plated brass half trun 94.00 Nos 263.77

flush cock of approved quality including fixing in pipe

line etc. complete.(ii) 25mm dia.

106 Providing and fixing Gun metal check or non return full 60.00 Nos 663.43

way wheel valve.40 mm dia.

107 Providing and fixing Gun metal check or non-return 44.00 Nos 420.63

fullway wheel valve.(C) 25mm dia.

108 Providing and fixing Table top Basin having Granite of 64.00 Nos 3989.50

18 to 20 mm thick having minimum single plece length

of 210 mm to be fixed on Walls to act as Wash Basin

including fixing the same using cement mortar in

proportion 1:1 etc. comp , Necessary Grove in Walls By

Machine , Front Side Round the edge and cutting hole in

ganite stone for washbasin including rubbing and

polishing finishing jointed with grey cement slurry

including rubbing and polishing finishin get complete.

etc complete with all labour & material & equipment

etc.Completed as directed by Engineer-in-charge (A)

Granite slab 18mm thick

109 Providing and fixing C.P.Brass towel rail complete with 112.00 Nos 616.42

C.P.Brass brackets fixed to woodenplugs with c.p.brass

screws.(B) 600 mm x 20 mm size.

110 Providing and fixing C.P. brass shower rose with 15mm 38.00 Nos 282.16

or 20mm inlet.(A) 100mm dia. Each

BOQ Page No.599

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

111 Providing and fixing 600mm x 450mm bevelled edge 36.00 Nos 859.41

mirrror of superior glass mounted on 6mm thick A.C.

sheet or plywood sheet and fixing to wooden pluge with

C.P. brass screws and washers.

112 Providing and laying wash down water closet ( 28.00 Nos 7231.60

european type WallHung WC pan ) of approved brand

including providing and fixing metropole Flush cock seat

cover, jet wash etc complete unit of jaquar Branch ( or

equvalant ) including installing and fitting as per

manufacturers standards by skilled trained plumber

including testing etc complete quality and brand as

approved by Engineer in charge.

113 Providing and fixing in position Z-section vertical pipe 404.00 Nos 454.50

supports (Z-Patti / Z-brackets) fabricated from mild

steel (MS) flat/plate/section of approved size and

thickness (minimum 3 mm or as directed by Engineer-in-

charge), for supporting vertical plumbing, rainwater, or

drainage pipes along walls, columns, or within service

shafts. The Z-section shall be properly cut, bent, drilled,

and finished true to line and level, designed to maintain

adequate clearance between pipe and wall surface. The

bracket shall be fixed firmly to RCC/masonry surface

using approved anchor fasteners / dash fasteners

(minimum 10 mm dia) including drilling of holes,

insertion, tightening, and making good the surface. The

pipe shall be secured to the bracket using MS/GI clamps,

U-bolts, or saddle clamps of suitable diameter with nuts,

bolts, and washers complete. All MS components shall be

provided with two coats of anti-corrosive primer and

one coat of enamel paint of approved shade, or hot-dip

galvanized where specified. The work includes all

materials, labour, tools & plants, scaffolding, cutting,

bending, welding (if required), surface preparation,

fixing at all heights and levels, complete as per drawing

and as directed.

114 Providing and fixing PVC SWR Nahni Trap IS 14735 for 208.00 Nos 586.27

drain with jail of the following nominal diameter of self

cleansing design with C.I. screwed down of hinged

grating including the cost of cutting and making good

the walls. (i) 100mm dia

115 (B) Providing sock pit of 5.00 Cu.M. Volume including 4.00 Nos 3445.18

excavating and filling brickbats with dry masonry work

at top for 45cm. height including covering the top with

stone including providing vatas in C.M. 1:3 with finishing

curing etc. complete as directed.

BOQ Page No.600

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

116 Constructing brick masonry chamber for underground 103.00 Nos 3660.76

C.I. Inspection chamber and bends with bricks having

crushing strength not less than 35Kg/Cm2 in C.M. 1:5

C.I. cover with frame (Light duty) 455mm x 610mm

intenal dimensions total weight of cover with frame to

be not less than 38Kg. (Wt. of cover 23 Kg.) and Wt. of

frame 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-cement

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

foundation concrete 1:5:10 inside plaster 15mm thick

with cement mortar 1:3 finished smooth with a floating

coat of neat cement on walls and bed concrete etc.

complete.(ii) Inside dimensions 500mm x 700 mm and

450mm deep for pipe line with one or two inlets.

117 Constructing Manhole with R.C.C. top slab in 1:2:4 mix 6.00 Nos. 11042.74

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

20mm nominal size) foundation concrete 1:3:6 mix (1-

cement : 3- coarse sand :6-Brick bats 40 + 50mm size)

inside plastering 15mm thick with Cement Mortar 1:5 (1-

Cement : 5-coarse sand) finished with a floating coat of

neat cement and making channels in cement concrete

1:2:4 mix (1-Cement :2-Coarse sand :4-stone aggregate

20mm nominal size) finished smooth complete including

curing and testing (i) Inside size900mm x 1200mm and

1.5M. deep including C.I. cover with frame size 560mm

diameter total weight of cover and frame to be not less

than 128 kgs. (Wt. of cover 64 Kg. and Wt. of frame

Kg.)(A) With 230mm thick walls of brick msonry using

brick having crushing strength not less than 35Kg. /

Sq.cm. in Cement Mortar 1:5 (1- Cement: 5-Coarse sand)

(1) A type depth 0.90 Metre for 150mm diameter sewer.

118 Providing erecting and fixing double coated Syntex or 24000.00 Litre 3.95

equivalent PVC. (ISI) mark water tank of reqd capacity

each with all necessary fittings & connection etc.

complete on terrace.

119 Providing and fixing ball cock of approved quality as 8.00 Nos 132.89

directed.(A) Copper metal(i) 25 mm dia.

120 Providing and laying sandwich type kitchen platform of 75.04 Sq.mt 17175.05

size 2.10 x0.76 x 0.76 m and respected length with dhar

polish or moulding having base 4" and spport & base

with marble or Kota as per site requirement also loft and

base finish with glaze tile and top with selected shed of

granite with gas pipe provision and sink including all

fittings , material and labour as per directed by engineer

BOQ Page No.601

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

121 Clearing and grubbing road land including uprooting 0.23 Ha. 66895.73

rank vegetation grass bushes, shrubs, sapling and trees

girth up to 300 mm removal of stumps of trees cut

earlier and disposal of unserviceable materials(A) By

manual means in area of light jungle

122 Providing and fixing in position stainless steel pipe 234.00 Rmt 768.61

railing for curtain made from SS 304 grade pipe of

approved make, having 25 mm outer diameter and

minimum 1.0 mm thickness, with smooth satin/matte

finish, fixed on wall or partition using stainless steel

brackets of suitable design and size. The work includes

supplying and fixing SS brackets at required spacing

(generally 1.0 m to 1.5 m c/c), complete with screws,

rawl plugs, dash fasteners, drilling of holes in

masonry/RCC surface, and proper alignment to line and

level. The pipe shall be provided with SS end caps/finials

at both ends and necessary accessories. The railing shall

be firmly secured to support curtains of required load

without deflection. All components shall be of non-

corrosive stainless steel, properly finished, free from

burrs, dents, or surface defects. The item includes all

materials, labour, tools & plants, scaffolding (if

required), cutting, threading (if any), fixing at all heights

and levels, and making good the disturbed surface

complete as per drawing and as directed by the

Engineer-in-charge.

123 Providing and fixing 120 cm high Stainless steel 316 104.00 Rmt 3421.88

grade railing made from anticorrocive S S pipe of 50 mm

dia (16Gauge) as hand rail with S S 32 mm dia

(16Gauge) as a vertical support fixed in RCC slab at 1.2m

c/c including Four horizontal S S pipes of 16 mm dia

(16Gauge) at eqal distance. including accessories And

Labour charge as Per directed detailed by engineer in

124 Providing and fixing 90 cm high Stainless steel 316 275.20 Rmt 1150.39

grade railing made from anticorrocive S S pipe of 50 mm

dia (16Gauge) as hand rail with S S 32 mm dia

(16Gauge) as a vertical support fixed in RCC slab at 1.2m

c/c including Four horizontal S S pipes of 16 mm dia

(16Gauge) at eqal distance. including accessories And

Labour charge as Per directed detailed by engineer in

125 Drilling of 215mm dia. Bore in over burden strata (0-30) 290.00 Mtr. 400.92

including lowering and fixing of 175 mm nominal dia

UPVC pipe/175 mm dia ERW pipe upto required depth

and further drilling of 165mm dia bore hole in rocky

strata by DTH rig.

BOQ Page No.602

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

126 Providing & Supplying 175mm nominal dia. UPVC “CS” 200.00 Mtr. 912.34

type pipe as per IS:12818 and as per detailed technical

127 Electric motor driven Borewell submersible pump set 2.00 Set 18756.00

conforming to I.S. 8034 and motor conforms to IS-9283

working at 3 phase400/440 volt 50 C/S A.C. supply &

2900 R.P.M. Discharge 240 LPM and 72 mtr Head , 7.5 hp

128 SITC of D. O. L. starter up to 7.5 HP 2.00 Set 8383.00

129 Providing & Supplying Flat PVC cable size 4.0 sq.mm as 120.00 Mtr. 87.00

per IS 694 with BIS Mark and as per detailed technical

130 Heavy Duty, 50 mm dia. GI Column pipe both end 120.00 Mtr. 537.00

threaded having length approximate 3 mtr. Confirming

to IS 1239 ( Part-1) with coupling at one end.

131 Providing, supplying and fitting ISI mark CI D/F Sluice 2.00 No. 2316.00

Valves as per IS:14846 (Latest Edition) of following class

and diameter including all taxes, insurance,

transportation, freight charges, octroi, inspection

charges, loading, unloading, conveyance to departmental

stores, stacking etc. complete.

PN-1 With hand wheel /cap operated (PD type short

132 Providing, supplying & Fitting ISI mark CI D/F Reflux 2.00 No. 3307.00

Valves as per IS:5312 (Latest Edition) of following class

and diameter including all taxes, insurance,

transportation, freight charges, octroi, inspection

charges, loading, unloading, conveyance to departmental

stores, stacking etc. complete.

Reflux valves PN 1.0 IS 5312 with ISI mark 50 mm

133 Lowering of Submersible motor pump set complete with 2.00 Job. 2500.00

required nos and size of Column pipe erected by means

of proper chain pulley block & pipe wrenches after

checking of threads of each pipe with coupling to take

the load of the pumpset and pipe assembly filled up with

water with trail testing..

134 Clamps made from MS plate with 3 holes on either side 2.00 No. 560.70

with nuts & bolts of standard make and suitable size

mm X 65 mm X 10 mm flat suitable to 50 mm dia. pipe.

135 Supply of TOP & BOTTOM accessories of 50 mm dia 2.00 No. 1740.00

BOQ Page No.603

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

136 R&B Approved make ELCBs / RCCBs conforming to IS: 2.00 No. 2610.00

12640 and having sensitivity of 30 mA and Short Circuit

withstand capacity of 10 KA and suitable for operation

on 3 phase and neutral 415V. having characteristic of

quick action & tripping with all advance feature & do not

incorporate any electronic component for following

Max. rating erected as directed. 40 Amp Cat.III

137 Electrical wiring & fitting charges of electric meter , 2.00 Job. 2500.00

40Amp fuse, control panel etc. including errection of the

above items on wooden board, cost of material and all

liasioning work for getting electric connection from

concerned Vij Company

138 Pumping test of the tubewell by sub. Pump of adequate 2.00 Job. 17250.00

capacity for 165 mm DTH bore

139 Providing and fitting readymade prefabricated portable 2.00 Job. 12187.50

chemicalized ferroconcrete mini panel having outer size

110 x 50 x 190 cm with necessary fitting for electic panel

mounting complete as per detailed specification and

140 Filling in foundation and plinth with murrum or selected 6696.93 Cu.mt 294.38

soil in layers of 20cm. thickness including watering,

ramming and consolidating etc. complete.

141 Providing and fixing pre-cast Rubber Dye / steel Dye 1212.49 Sq.mt 706.93

inter locking concrete block 60mm thick with grade of

concrete M300 pnumatic compressed / vibrated

mechanically and as per approved design Confirming to

IS 15658 : 2006 including 35 mm Sand layer for levelling

and filling the joint with sand in proper line and level as

per guidlines of IRC : SP 63-2018 etc. Complete.

142 Providing and fixing pre-cast concrete kerb stone of gray 143.10 Rmt 404.21

cement based concrete block 30cm length, 30cm height

and 15cm thick of M200 grade concret as per approved

design and including excavation for fixing in proper line

and level, filling the joint with C:M 1:3 (1cement:3fine

sand) etc complete.

143 Provinding and laying controlled cement concrete M - 11.63 Cu.mt 6167.06

250 and finishing smooth with curing etc complete,

including the cost of formwork but excluding the cost of

reinforcement for R.C.C. work in(A) Foundations,

footings, Base of Columns and Mass concrete. (For RCC

BOQ Page No.604

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

144 Providing and laying controlled cement concrete M.200 9.26 Cu.mt 6584.19

and curing complete inluding cost of formwork But

excluding the cost for reinforced concrete work in (C)

Slabs, landing, shelves, Balconies Lintels, Beams,

Girders and Cantilever upto floor two level. (For Slab)

145 providing and laying CI steps 50cm x 15cm. 2.25cm. And 2.00 No. 11506.93

Ci cover suitable frame with necessory fixture and joint

and finish complete. (Including sump step in staggared

form including two coat of oil paint)

146 Providing & fixing 35 mm thick Double shutter flush 3.00 Sq.mt 8654.69

door solid core finished with both side 1 mm thick

laminationboth side like 'NOVAPAN 'or equivalent, of

natural wood grain shade as approved by this office

having telephone blackgranite 18 mm thick frame with

double stone including fixed ventilation above lintle

level as per drg and as per theinstruction of Engineer in

charge.with necessary SS hinges and fixtures etc .

complete. (For Main Door)

147 Providing and Fixing Standard Extruded Colour 4.00 Sq.mt 3490.56

Anaodized Alluminium Section Frame (Weight_1.094

Kg/Rmt With Partly Fixed And Partly Sliding Shutter

With Of 5Mm Thk Transparent Bronzed Colour Tinted

Float Glass With Transpearent Silicon Gasket With

Allu.Power Coated Fittings And Fixture (Three Track)

.And Fixing To black granite frame as per details and

executed as per directed by Engineer Incharge.

148 Providing 15mm thick cement plaster in single coat on 58.00 Sq.mt 182.06

Rough (Similar)side of single or half brick walls for

interior plastering upto floor two level and finished even

and smooth in (ii) Cement mortar 1:4 (1-cement :4-

sand) ( Interior Plaster )

149 Providing 20 mm thick double coat mala plaster on 353.92 Sq.mt 283.95

interior brick/ concrete work for plastering comparising

of base coat of 12 mm thick cement plaster in cement

mortar 1 cement : 4 sand in rough finishing and 8 mm

thick top coat of cement mortar 1:2 finished with trowel

including scafolding curing Etc

150 Wall painting (two coats) with plastic emulsion paint of 58.00 Sq.mt 82.85

approved brand and manufacture on undecorated wall

surface to give an even shade including throughly

brushing the surface free from mortar droppings and

other foreign matter and sand papered smooth

BOQ Page No.605

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

151 Providing and fixing of submercible motor of required 4.00 No. 26815.50

quality and with control panel of 1.00 HP etc complete

with having outlet 25 mm dia..

152 Providing & fixing to wall, ceiling and floor galvanized 60.00 Rmt 608.35

mild steel tubes (medium grade) of the following

nominal bore, tube fittings and clamps including making

good the wall, ceiling and floor (E) 40mm.

153 Providing and laying Cement concrete 1:5:10 (1-Cement 33.00 Rmt 213.71

: 5-Fine sand :10-Graded stone aggregate 40mm nominal

size) bedding for stoneware pipes of following internal

diameters with necessary formwork and curing

complete.(B) 150mm dia. (166mm Ave. bed thickness)

154 Extra over item 24.1 for providing salt Glazed stoneware 5.00 No. 63.79

fittings.(i) Bends of required degree (any redious) of

following nominal diameters.(B) 150mm dia.

155 Providing and laying marble chips skirting (Terrazo) or 42.77 Sq.mt 653.09

dedo rubbed, and polished to Granolithic finish top layer

6mm thick with white, black or white and black marble

chips of size from smallest to 4mm nominal size laid in

cement marble powder mix 3:1 (3- Cement : 1 marble

powder by weight) in proportion of 4:7 (4-cement

marble powder mix : 7-marble chips by volume) 20mm

thick with under layer 14mm thick cement plaster 1:3 (1-

cement : 3-coarse sand) (A) Dark shade pigment with

ordinary cement (In top layer only).

156 Providing and fixing rolling shutters of approved make 4.99 Sq.mt 3683.53

made of 80 mm wide M.S. laths inter-locked together

through their entire length and jointed together at the

ends by end locks mounted on specially designed pipe

shaft with bracket plates, guide channels and

arragements for inside and outside locking with push-

pull operation including the cost of hood cover and

spring etc. complete.(A) Shutters having width below

M with 1 coat of Primer and 2coat of Paint finish as per

directed by engineer incharge.

157 Excavation for foundation for depth from 3.0 m to 5.0 m 30.80 Cu.mt 182.94

including sorting out and stacking of useful materials

and disposing off the excavated stuff upto 50 Meter

lead.(B) Dense or Hard soil

BOQ Page No.606

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

158 Providing and laying controlled cement concrete M.150 6.20 Cu.mt 3975.77

for curing complete excluding cost of formwork and

reinforcement for reinforced concrete work in (A)

Foundations, footings, Base of columns and Mass

159 Double Half brick thick honey- comb brick work with 138.08 Sq.mt 322.96

common burnt clay building bricks having crushing

strength not less than 35 Kg/Sq.Cm. (i) In Cement

Mortar 1:4 ( 1- Cement : 4 - coarse sand)

160 Providing and laying controlled c.c.M.200 & curing 4.60 Cu.mt 6584.19

complete including the cost of form work but excluding

the cost of reinforcement for reinforced concrete work

in Beam upto floor two level For Slab

161 Providing and fixing C.I. Manhole cover 0.60 M. x 0.45M. 4.00 No. 958.17

size having weight not less than 35Kg.

162 Providing laying (to level or slopes) and jointing 98.00 Rmt. 252.22

reinforced concrete Light duty non-pressure pipes I.S.

class NP2 of the following internal diameter with collars

and butt ends prepared for collar joints including testing

of joints complete.(B) 150mm

163 Constructing brick masonry chamber for underground 4.00 No. 2932.93

C.I. Inspection chamber and bends with bricks having

crushing strength not less than 35Kg/Cm2 in C.M. 1:5

C.I. cover with frame (Light duty) 455mm x 610mm

intenal dimensions total weight of cover with frame to

be not less than 38Kg. (Wt. of cover 23 Kg.) and Wt. of

frame 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-cement

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

foundation concrete 1:5:10 inside plaster 15mm thick

with cement mortar 1:3 finished smooth with a floating

coat of neat cement on walls and bed concrete etc.

complete.(i) Inside dimensions 455mmx 610mm and

450mm deep for single pipe line.

BOQ Page No.607

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

164 Constructing brick masonry chamber for underground 4.00 No. 7180.44

C.I. Inspection chamber and bends with bricks having

crushing strength not less than 35Kg/ Cm2 in C.M. 1:5

C.I. cover with frame (Light duty) 455mm x 610mm

intenal dimensions total weight of cover with frame to

be not less than 38Kg. (Wt. of cover 23 Kg.) and Wt. of

frame 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-cement

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

foundation concrete 1:5:10 inside plaster 15mm thick

with cement mortar 1:3 finished smooth with a floating

coat of neat cement on walls and bed concrete etc.

complete.(iii) Inside dimensions 600mm x 850 mm and

450mm deep for pipe lines with three or more inlets.

165 Providing laying (to level or slopes) and jointing 60.00 Rmt. 297.31

reinforced concrete Light duty non-pressure pipes I.S.

class NP2 of the following internal diameter with collars

and butt ends prepared for collar joints including testing

of joints complete.(C) 250mm

166 Provinding and laying controlled cement concrete M - 2.60 Cu.mt 5014.65

250 and finishing smooth with curing etc complete,

including the cost of formwork but excluding the cost of

reinforcement for R.C.C. work in(A) Foundations,

footings, Base of Columns and Mass concrete.

167 Providing and fixing PVC SWR Nahni trap IS 14735 for 20.00 No. 574.58

drain - 75 mm diameter with jali of the following

nominal diameter of self cleansing design with C.I scread

down or hinged grating including the cost of cutting and

making good the walls.

168 Provinding and laying controlled cement concrete M - 2.58 Cu.mt 4953.04

250 and finishing smooth with curing etc complete,

including the cost of formwork but excluding the cost of

reinforcement for R.C.C. work in(A) Foundations,

footings, Base of Columns and Mass concrete.

169 Providing, fixing and erecting steel shed including M.S. 232.32 Sq.mt 2643.01

G.I. pipe (class-B), framing of structure with hollow

section And painting with two coats of oil paint

including priming coat. Rates including with necessary

fabrication work including cutting, welding, making

holes by drilling machine & fixing in line and level of all

structure including cost of all laboures, fixtures,

fastening and equipments etc. complete.as per design

and Directed by engineer incharge .

BOQ Page No.608

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

170 Provinding and laying controlled cement concrete M - 14.48 Cu.mt 4860.12

250 and finishing smooth with curing etc complete,

including the cost of formwork but excluding the cost of

reinforcement for R.C.C. work in(A) Foundations,

footings, Base of Columns and Mass concrete.

171 Providing and laying controlled cement concrete M.250 10.35 Cu.mt 8944.56

and curing complete including the cost of formwork and

Excluding the cost fo reinforcement for reinforced

concrete work in (D) Columns, Pillars posts and struts,

upto floor two level.

172 Providing and laying burnt brick masonary for super 18.11 Cu.mt 4526.81

structure with ordinary portland cement mortar 1:5

proportion including providing scaffolding racking out

joints curing etc. complete for all leads and lifts.

(Conventional Bricks) upto floor two level

173 Finishing wall with weather proof exterior 281.61 Sq.mt 120.26

emulsionpaint on wall surface (two coats) to give an

requiredshape even shade after thoroughly brushing the

surfaceto remove all dirt, and remains of loose

powdered materials.etc complete

174 Providing and laying and fixing 50 mm thick expansion 3.38 Sq.mt 1491.03

joint by hydro cell semi rigid UV resistance with high

performance laminated closed cell polythene foam joint

filler in sheet foam as directed, etc. complete.

175 Providing and fixing Barbend wire for Y shape Fencing 58.00 Rmt. 1179.88

on Existing coping /wall, Fencing made of galvanized

steel wire of including all material like angel post fixing

in wall/coping of a Size ISA 45x45x4 mm (1.5m C/C )

with 150 x 150 x 3 mm base plate and anchor bolts M12 -

4 nos on each plate and 4 nos f barbed wire on Each side

including ring (9.38kg/100 Rmt), Plate also covered by

CC if required, and all section having coat of red lead and

painting with selected colour guide by engineer incharge.

176 Providing and fixing ms grill entarnace gate of 329.87 Kg. 246.44

predetermine design including all material like hinges,

roller, stopper , rail head , handle etc having coat of red

lead and painting with selected colour guide by engineer

177 Providing and filling in foundation with ordinary 40.00 Cu.mt 3715.79

Cement concrete M-150 mix and providing necessary

vertical pin headers including formwork, vibrating,

ramming and curing complete.

BOQ Page No.609

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

178 Providing and Casting in situ controlled Cement 46.00 Cu.mt 4659.13

Concrete M-250 for R.C.C. Raft and cutt-off walls

including necessary shuttering laying, vibrating,

ramming and curing complete.

179 Providing & casting in situ ordinary cement concrete M- 63.00 Cu.mt 4397.54

250 mix and providing necessary pin headers including

shuttering, scaffolding, laying, vibrating, curing and

finishing complete without V-Groves.(A) Height from

180 Providing and Laying Precast RCC Perforated Jali cover 218.00 Sq.mt 909.00

made Heavy Duty / Reinforced 100mm Thick 750 mm x

750 mm including transportation, Loading, Unloading

having weight not less than 35 kg including all material

and Execute as per directed by engineer incharge.

181 Providing and laying in position FE 500D TMT bar 5.450 M.T. 73858.70

reinforcement including cutting, bending, hooking and

tying complete as per detailed drawings for the

following.(A) Piers (B) Abutments (C) R.C.C. Returns

182 Constructing Manhole with R.C.C. top slab in 1:1.5:3 mix 4.00 No. 51540.30

(1-cement:1.5-coarsesand:3-graded stone aggregate

mm nominal size) foundation concrete (P.C.C) 1:2:4 mix

(1-cement:2-coarsesand:4graded stone aggregate

mm nominal size) Brick Work Using Brunt clay building

bricks having crushing strength not less than

kg/Sq.cm with Cement mortar 1:6 in side plastering

15mm thick with CementMortar1:3 (1-Cement:3-

coarsesand)finished Smooth (i) In side size 2100 mm x

1300 mm and 2.46 mt Depth or as per site condition and

drawing including Precast cover without frame size

x 750 mm (heavy Duty M-10) CI Steps 150 mm c/c

alternate as per detailed Drawing.

183 Supplying and Spreading of well decay farm yard 24.80 Cu.mt 407.18

Manure and good Earth (Spreading of sludge farm yard

manure or/ and good earth in required thickness

(including cost of sludge, farm- yard manure or/and

good earth including screening and stacking as per

approved by the engineer incharge.) For Small Project

184 Providing and fixing pre-cast concrete kerb stone of gray 40.36 Rmt. 374.91

cement based concrete block 30cm length, 30cm height

and 15cm thick of M250 grade concret as per approved

design and including excavation for fixing in proper line

and level, filling the joint with C:M 1:3 (1cement:3fine

sand) etc complete.

BOQ Page No.610

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

185 Grassing with ' Doobs' Grass (Grassing with 'Doobs' 248.00 Sq.mt 320.93

grass including watering and maintenance of the lawn

for 30 days or more till the grass forms a thick lawn free

from weeds and fit for moving including supplying good

earth if needed) (ii)In rows 7.5 cm apart in either

direction including one year maintanance.

186 Providing and laying controlled cement concrete M.200 16.20 Cu.mt 5682.25

and curing complete excluding the cost of formwork but

including the cost of reinforcement for reinforced

concrete work in (B) Walls, from top of foundation level

upto floor two level (Latak/Padadi)

187 Supplying of screened cleaned pea (rounded) gravel of 2.88 Cu.mt 169.68

following sizes)(B) Supplying of unscrened gravel

188 Providing & Supplying Man Hole Cover With MS frame 2.00 No. 10100.00

(size 0.6 x0.6 mt.) as per detailed technical specification

189 Conducting pumping test of 200 / 250 mm dia. DR tube 2.00 Job. 36973.07

well by submersible pump of adquate capacity using DG

set of required rating including providing all required

tools / tackles etc. as mentioned below 0 HP)for all

districts. 1 ST 24 HOUR (31 to 70 HP)

190 Providing, laying and Spreading 150 mm Granular sub- 98.63 Cu.mt 1239.26

base (Grade-I) by providing close graded B.T.M.C.

material in single layer with motor graderon prepared

surface, mixing by mix in place method with rotovator at

OMC and compacted withvibratory roller 80 to 110 KN

static weight to achieve desire density etc completed.

191 Providing and laying compacted WBM of Grading-II 49.32 Cu.mt 1797.80

MCBT metal of size 53 to 22.4 mm in required layers

including using 24% stone screening 11.2 mm size and

8% stone dust as filler including spreading watering &

consolidation by vibratory roller etc. as per MoRTH

Specification compelete as directed by Engineer - in -

192 Providing and filling in foundation with ordinary 49.32 Cu.mt 3345.59

Cement concrete M-100 mix and providing necessary

vertical pin headers including formwork, vibrating,

ramming and curing complete.

193 Providing & Casting in situ ordinary cement concrete M- 131.50 Cu.mt 5139.89

250 mix with Trimix C.C Road laid as directed including

temping, vibrating, finishing, curing and filling in joints

with bitumen etc as per Engineer Incharge.

BOQ Page No.611

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

194 Providing and laying cement concrete work 1:2:4 (1- 3.00 Cu.mt 4086.46

Cement : 2- Coarse sand : 4- graded stone aggregates

mm nominal size) and curing complete including cost of

formwork and reinforcement for reinforced concrete

work in (A) Foundations, footings, Base or columns and

Mass concrete (P.C.C)

195 Provinding and laying controlled cement concrete M - 2.02 Cu.mt 4787.40

250 and finishing smooth with curing etc complete,

including the cost of formwork but excluding the cost of

reinforcement for R.C.C. work in(A) Foundations,

footings, Base of Columns and Mass concrete.

196 Providing, fixing Cattle Trap including Horizontal 6.00 Sq.mt 5681.25

Support At Bottom of Hollow Pipe 100x60x6.3mm and

Cicular Pipe at top of 80mm dia with hollow section And

painting with two coats of oil paint including priming

coat, fabrication work including cutting, welding,

making holes by drilling machine & fixing in line and

level of all structure including cost of all laboures,

fixtures, fastening and equipments etc. complete.

197 Providing and fixing modular type drawer unit 96.43 Sq.mt 21820.04

consisting of heavy-duty telescopic SS basket channel

system with SS wire basket, complete with approved

quality BWR/BWP grade plywood shutter of required

thickness, laminate finish on exposed surface, PVC edge

banding, SS handles, screws, fittings and all necessary

hardware complete, fixed in position as directed by

Engineer-in-Charge . Drawer Size 600 mm wide ×

mm deep Basket Material : SS wire basket Channel :

Heavy-duty telescopic basket channel Shutter : plywood

Finish: 1.0 mm laminate on outer face Edge Band : PVC

edge banding Handle: SS matt finish Unit : Each

[B] Part-II : For Electrification Work :

198 Providing & Erecting Point wiring for Light / Bell with 2- 766.00 Pt. 582.77

1.5 sq.mm & earth wire of 1.5 sq.mm (Green) both are of

ISI marked 1.1 KV grade FRLS PVC insulated multi

strand copper wires up to 10 mtr length , in below type

of pipe erected with 6A Modular type switch / bell push

& accessories and earth continuity of following type,

erected on PVC / Metallic/ Wooden box, single mounting

base frame covered with textured/metallic/white front

plate modules erected on / in wall / ceiling as per pipe

erected, with necessary Lamp holder/ceiling rose / H.D.

Connector as directed. (f) with medium class Rigid PVC

pipe and accessories erected concealed in wall/ ceiling

complete Cat. III

BOQ Page No.612

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

199 Providing & Erecting Point wiring for FAN with 2-1.5 146.00 Pt. 809.01

sq.mm & earth wire of 1.5 sq.mm (Green) both are of .ISI

marked 1.1 KV Grade FRLS PVC insulated multi strand

copper wires up to 10 mtr length, in below type of pipe

erected with 6A Modular type switch and hum free EME

step type electronic fan regulator mounted and

accessories with earth continuity of following type

erected on PVC / Metallic/Wooden box, single mounting

base frame covered with textured/metallic/white front

plate modules erected on / in wall / ceiling as per pipe

erected. with necessary ceiling rose / H.D.Connector as

directed. (f) with medium class Rigid PVC pipe and

accessories erected concealed in wall/ceiling complete

200 Providing & Erecting Point wiring for Individual Plug 140.00 Pt. 1046.36

with & earth wire of 1.5 sq.mm (Green) both are of ISI

marked 1.1 KV grade FRLS PVC insulated multi strand

copper wires up to 10 mtr length, in below type of pipe

erected complete with Modular type switch & 5 pin Plug

erected on PVC / Metallic/Wooden box covered with

appropriate front plate modules erected on / in wall /

ceiling as per pipe erected with following type of

accessories.[III] For 16A Plug and 16 amp switch with 2-

4 sq.mm Cu. Wire with 2.5 sq.mm ( green) earthing wire

from mcb d b board. (f) with medium class Rigid PVC

pipe and accessories erected concealed in wall/ceiling

complete Cat. III

201 Providing & Erecting Point wiring for on board Looped 398.00 Ea. 309.06

Plug with 6A Modular type switch & 5 pin socket erected

on PVC / Metallic/Wooden box, single mounting base

frame covered with textured / metallic/white front plate

modules erected on / in wall / ceiling with following

type accessories Cat. III

202 Providing & Erecting following type of Modular Type 84.00 Nos. 25.25

Accessories mounted with PVC / metallic/Wooden box,

single mounting base frame covered with textured /

metallic/white front plate , modules erected with

necessary connections as per site situation directed by

Engineer In charge. (7) Blank Plate Single Cat.III

203 Providing & Erecting following type of Modular Type 168.00 Nos. 151.50

Accessories mounted with PVC / metallic/Wooden box,

single mounting base frame covered with textured /

metallic/white front plate , modules erected with

necessary connections as per site situation directed by

Engineer In charge. (1)One No. SP 6 Amp. Cat.III

BOQ Page No.613

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

204 Providing & Erecting following type of Modular Type 168.00 Nos. 151.50

Accessories mounted with PVC / metallic/Wooden box,

single mounting base frame covered with textured /

metallic/white front plate , modules erected with

necessary connections as per site situation directed by

Engineer In charge. (2) One No 5 pin plug Cat.III

205 Providing & Erecting following type of Modular Type 56.00 Nos. 180.79

Accessories mounted with PVC / metallic/Wooden box,

single mounting base frame covered with textured /

metallic/white front plate , modules erected with

necessary connections as per site situation directed by

Engineer In charge. (9) 16 Amp. SP one way switch

206 Providing & Erecting following type of Modular Type 56.00 Nos. 199.98

Accessories mounted with PVC / metallic/Wooden box,

single mounting base frame covered with textured /

metallic/white front plate , modules erected with

necessary connections as per site situation directed by

Engineer In charge. (10) 6/16Amp. Universal socket

207 Providing & Erecting following type of Modular Type 56.00 Nos. 494.90

Accessories mounted with PVC / metallic/Wooden box,

single mounting base frame covered with textured /

metallic/white front plate , modules erected with

necessary connections as per site situation directed by

Engineer In charge. (21) Foot Light as per colour

requirement with concealed box, modular accessories,

acrylic glass cover with suitable LED watt with all

accessories as per following module (b) Four modules

208 Providing & Erecting following type of Modular Type 28.00 Nos. 160.59

Accessories mounted with PVC / metallic/Wooden box,

single mounting base frame covered with textured /

metallic/white front plate , modules erected with

necessary connections as per site situation directed by

Engineer In charge. (4) TV Co-axial Socket outlet Cat.III

209 Providing and erecting ISI mark Medium class RIGID 980.00 Mtr. 33.33

PVC PIPES of following size complete to be erected on/in

wall or ceiling erected with necessary PVC fittings &

Junction boxes fixed with adhesive solution & Clamps

with following dia of pipes, in approved manner as

directed (b) 25 mm

BOQ Page No.614

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

210 Providing and erecting Mains with 1.1 KV grade FRLS 6730.00 Mtr. 104.03

PVC insulated ISI marked stranded Copper conductor

wire in following type of pipe to be erected concealed in

/flushed on wall/ceiling, with 1.5 sq. mm copper

conductor FRLS PVC insulated stranded wire of green

colour for earth continuity of following size (A) With

medium class Rigid PVC pipe and accessories (b) 2 wire

211 Providing and erecting Mains with 1.1 KV grade FRLS 2180.00 Mtr. 184.83

PVC insulated ISI marked stranded Copper conductor

wire in following type of pipe to be erected in / on wall /

ceiling with 2.5 sq. mm copper conductor FRLS PVC

insulated stranded wire of green colour for earth

continuity of following size (A) with medium class Rigid

PVC pipe and accessories (b) 2 wire 6 sq. mm

212 Providing and erecting Mains with 1.1 KV grade FRLS 980.00 Mtr. 140.39

PVC insulated ISI marked stranded Copper conductor

wire in following type of pipe to be erected in / on wall /

ceiling with 2.5 sq. mm copper conductor FRLS PVC

insulated stranded wire of green colour for earth

continuity of following size (A) with medium class Rigid

PVC pipe and accessories (a) 2 wire 4 sq. mm

213 providing and erecting Mains with ISI marked, 1.5KV 990.00 Mtr. 70.70

grade electrolyte multi stranded, annealed copper

conductor with heat resistant PVC insulated conforms to

IS 694, IEC - 227 erected in existing pipe of following

size (Specifically for control panel, relays, power

switchgears, motor starters & control wiring) with

required size of copper lugs, nuts and bolts if required.

(e) One wire 6.00 sq. mm

214 Providing and erecting Flexible PVC insulated multi 150.00 Mtr. 58.58

strand multi core 1.1 kv grade ISI marked copper wires

of following size to be erected as directed.(e)

Sq.mm 3 core round PVC sheathed

215 Providing & Erecting approved make following size of 1680.00 Mtr. 62.62

TV Co-axial flexible cable comprising inner conductor of

solid bare copper insulated with Foam PE & Secondary

conductor made of poly - Aluminium film bonded Al.

Braids @ suitable coverage overall sheathed with black

PVC insulation. (e) RG-11

216 Providing & erecting Decorative call bell Ting-tong box 28.00 Nos. 71.71

type 250 volts complete erected

BOQ Page No.615

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

217 Providing and erecting LED indoor fittings with LEDs of 194.00 Nos. 373.70

wattage 0.2 Watt to 0.5 Watt assembled on single

MCPCB, with housing used as a heat sink shall be made

of thick sheet Steel conforming to IS: 513/CRCA/

aluminium die cast powder coated and high U.V. &

corrosion resistance with diffuser with company

mark/name 160V to 270V, Power Factor more than

0.95, THD < 15%, CCT 3000 K to 6500K, Luminaire

efficacy> 85 lumens/watt , LED driver efficiency > 85 %

( fitting required LM-79 & LM-80 Certificates)(NOTE:

Below description have shown ranges of Wattage

capacity of LED fittings.The Engineer incharge may

select any wattage capacity between the ranges shown.)

(A) Tube Light with integral driver (iv) 22-24 Watts,

Surge - 2KV, IP-20, conventional 4 feet Cat-lll

218 Providing and erecting LED indoor fittings with LEDs of 84.00 Nos. 165.64

wattage 0.2 Watt to 0.5 Watt assembled on single

MCPCB, with housing used as a heat sink shall be made

of thick sheet Steel conforming to IS: 513/CRCA/

aluminium die cast powder coated and high U.V. &

corrosion resistance with diffuser with company

mark/name 160V to 270V, Power Factor more than

0.95, THD < 15%, CCT 3000 K to 6500K, Luminaire

efficacy> 85 lumens/watt, LED driver efficiency > 85 % (

fitting required LM-79 & LM-80 Certificates)(NOTE:

Below description have shown ranges of Wattage

capacity of LED fittings.The Engineer incharge may

select any wattage capacity between the ranges shown.)

(A) Tube Light with integral driver (i) 5-10 Watts, Surge-

2 KV, IP-20, conventional 1 to 2 feet

219 Providing and erecting LED indoor fittings with LEDs of 290.00 Nos. 589.84

wattage 0.2 Watt to 0.5 Watt assembled on single

MCPCB, with housing used as a heat sink shall be made

of thick sheet Steel conforming to IS:

513/CRCA/aluminium pressure die cast powder coated

and high U.V. & corrosion resistance with diffuser

housed in aluminium casted body with company

mark/name 160V to 270V, Power Factor more than

0.95, THD < 15 %, CCT 3000 K to 6500K, Luminaire

efficacy> 85 lumens/watt, LED driver efficiency > 85 % (

fitting required LM-79 & LM-80 Certificates)(NOTE:

Below description have shown ranges of Wattage

capacity of LED fittings.The Engineer incharge may

select any wattage capacity between the ranges shown.)

(A) Square/ Circular shaped Surface/Recessed Mount

Downlight with provision for spring loaded mounting

clips complete.IP20 (iii) 16-20 watts, Surge-2 KV Cat-lll

BOQ Page No.616

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

220 Providing and erecting LED indoor fittings with LEDs of 28.00 Nos. 220.18

wattage 0.2 Watt to 0.5 Watt assembled on single

MCPCB, with housing used as a heat sink shall be made

of thick sheet Steel conforming to IS:

513/CRCA/aluminium pressure die cast powder coated

and high U.V. & corrosion resistance with diffuser

housed in aluminium casted body with company

mark/name 160V to 270V, Power Factor more than

0.95, THD < 15 %, CCT 3000 K to 6500K, Luminaire

efficacy> 85 lumens/watt, LED driver efficiency > 85 % (

fitting required LM-79 & LM-80 Certificates)(NOTE:

Below description have shown ranges of Wattage

capacity of LED fittings.The Engineer incharge may

select any wattage capacity between the ranges shown.)

(A) Square/ Circular shaped Surface/Recessed Mount

Downlight with provision for spring loaded mounting

clips complete.IP20 (i) 5-9 watts, Surge-2 kV Cat-lll

221 Supplying and erecting LED street light / Flood light 23.00 Nos. 2843.15

fittings with High power White LEDs wattage of 3 Watt

and above assembled on single MCPCB, efficiency more

than 130 lm/w and corrosion free High pressure die cast

aluminum housing with smooth finish powder coated

and heat sink extruded aluminium with diffuser and

Polycarbonate optics/ lenses, with toughened glass with

company mark/name engraved or embossed 160 to

V, Power Factor more than 0.95, THD < 10 %, CCT

K to 5700K, Uniformity ratio >0.45, Luminaire efficacy>

100 lumens/watt . LED driver efficiency > 85 %.( fittings

required LM-79 & LM-80 certificates)(NOTE: Below

description have shown ranges of Wattage capacity of

LED fittings.The Engineer incharge may select any

wattage capacity between the ranges shown.) (A) Street

Light (IP-65), Surge protection -4KV integral and , Light

must have 440VAC line supply with over-voltage

protection.(i) 36 - 47 watts Cat-lll

222 Providing and erecting Approved make Four pole 2.00 Nos. 19628.04

moulded case circuit breaker having breaking capacity

ICU of 35 KA. at 415 V. having Normal current rating

200A.with variable Thermal & magnetic release suitable

to work on A.C.supply 50 Hz. with all internal

connections, spreader tinned copper & complete erected

in existing 16 G.M.S.housing. ICS=100% of ICU only Cat

III (With Enclosure)

BOQ Page No.617

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

223 Providing and erecting Approved make Four pole 2.00 Nos. 17843.67

moulded case circuit breaker having breaking capacity

ICU of 35 KA. at 415 V. having Normal current rating

200A.with variable Thermal & magnetic release suitable

to work on A.C.supply 50 Hz. with all internal

connections, spreader tinned copper & complete erected

in existing 16 G.M.S.housing. ICS=100% of ICU only Cat

III Without Enclosure

224 Providing and erecting Approved make Four pole 2.00 Nos. 7469.26

moulded case circuit breaker having breaking capacity

ICU of 25 KA. at 415 V, having normal current rating up

to 25 A to 100A. with Fixed thermal & magnetic release

suitable to work on A.C. supply 50 Hz. with all internal

connections, spreader tinned copper & complete erected

in existing 16 G.M.S. housing. ICS=100% of ICU only Cat

III (With Enclosure)

225 Providing and erecting Approved make Four pole 1.00 Nos. 6790.23

moulded case circuit breaker having breaking capacity

ICU of 25 KA. at 415 V, having normal current rating up

to 25 A to 100A. with Fixed thermal & magnetic release

suitable to work on A.C. supply 50 Hz. with all internal

connections, spreader tinned copper & complete erected

in existing 16 G.M.S. housing. ICS=100% of ICU only Cat

III Without Enclosure

226 Supplying and erecting triple pole & neutral 440V / 0.70 Rn.Mtr 1961.41

500V panel mounting Copper Busbars with four equal

Nos. of electrolyte bus having current density not more

than 1.6 Amp. / sq.mm (Rated current / cross section

area) duly wrapped with colour insulating tape for

phase sequence of following current carrying capacity,

erected with necessary bus bar supports /insulators,

main cable socket to each bar, erected in existing cubical

panel with necessary connections.(A) Suitable for

227 Supplying and erecting triple pole & neutral 440V / 2.60 Rn.Mtr 3202.71

500V panel mounting Copper Busbars with four equal

Nos. of electrolyte bus having current density not more

than 1.6 Amp. / sq.mm (Rated current / cross section

area) duly wrapped with colour insulating tape for

phase sequence of following current carrying capacity,

erected with necessary bus bar supports /insulators,

main cable socket to each bar, erected in existing cubical

panel with necessary connections (B) Suitable for

BOQ Page No.618

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

228 providing and erecting Miniature circuit breaker single 298.00 Nos. 123.22

pole 6A to 25A suitable to operate on 240 V A.C. system

and having breaking capacity 10 KA to be erected in

existing box. confirming to IS 8828/1996 with ISI Mark

229 Providing & erecting 240 V MCB double pole switch for 34.00 Nos. 362.59

motor & inductive load (C Curve) having 10 KA

breaking capacity & confirms to IS : 8828 in existing box

having following capacity (B) 40 Amp. Cat.III

230 Providing & erecting 415 V MCB Four Pole for Motor & 8.00 Nos. 811.03

Inductive Load (C Curve) having 10KA breaking capacity

& confirms to IS :8828 in existing box having following

capacity (c)63 Amp. Cat.III

231 providing and erecting Miniature circuit breaker single 23.00 Nos. 297.95

pole 0.5A to 2A system and having breaking capacity

KA to be erected in existing box. confirming to IS

8828/1996 with ISI Mark Cat.III

232 Providing and erecting Sheet Steel powder coated MCB 28.00 Nos. 1492.78

distribution board - flush / surface mounted fitted with

busbar, neutral link, earth bar and DIN rail, Conforms to

IS 8623-1 & 3, IEC 61439-1 & 3 without MCB to house

appropriate nos. of MCBs.(The DBs should be used of

same company of MCB to be used) suitable for (A) single

phase incoming and horizontal single phase outgoing (b)

sheet steel double door (IP-43) (iv)12 way

233 Providing and erecting Sheet Steel powder coated MCB 3.00 Nos. 1152.41

distribution board - flush / surface mounted fitted with

busbar, neutral link, earth bar and DIN rail, Conforms to

IS 8623-1 & 3, IEC 61439-1 & 3 without MCB to house

appropriate nos. of MCBs.(The DBs should be used of

same company of MCB to be used) suitable for (A) single

phase incoming and horizontal single phase outgoing (b)

sheet steel double door (IP-43) (iii)8 way

234 Providing and erecting Approved make RCCBs 31.00 Nos. 2458.34

conforming to IS: 12640 and having sensitivity of 30 mA

and Short Circuit withstand capacity of 10 KA and

suitable for operation on single phase 240 V, 50Hz.

having characteristic of quick action & tripping with all

advance feature & do not incorporate any electronic

component. for following Max. rating erected as directed

(ii) 40Amps. DP Cat. III

235 Providing and erecting Annealed bare Copper wire 8 to 13.00 Kg. 794.87

BOQ Page No.619

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

236 Providing and erecting Pipe type earthing having 150 21.00 Nos. 368.65

cms.long and 2.5 cms. dia. galvanised iron pipe with

coupling and buch buried in specially prepared earth pit

complete with necessary 8 SWG earth wire.

237 For using salt and charcoal / coke as required for pipe 25.00 Nos. 171.70

238 Providing and erecting Pipe type earthing with 40 mm 4.00 Nos. 823.15

dia 2.5 mtr long 'B' grade G.I. pipe with necessary

coupling buch buried in specially prepared earth pit &

G.I. earth wire of 8 SWG erected & connected as directed

239 Providing and erecting earth pit of minimum bore 3.00 Nos. 4591.46

dia.150mm size approved make Earthing Electrode

consisting Pipe-in-Pipe Technology as per IS 3043-1987

made of corrosion free hot dipped G.I.Pipes having Outer

pipe dia of 50mm having 80-200 Micron galvanising,

Inner pipe dia of 25 mm having 200-250 Micron

galvanising, connection terminal dia of 12mm with

constant ohmic value surrounded by highly conductive

compound with high charge dissipation suitable for

following type of applications with chamber and heavy

duty cover.(approved make OEM has to submit test

certificate) & having back filling compound of (B) Inner

chemical (CCM Compound)- Resistivity:- 0.2 ohm/ meter

testing as per IEC 62561-2017, Voltage drop:- < 1 volt at

no load & dry form, Sulphar content:- <2%(C) Back fill

Compound :- Earthing compound should be capable to

retain moisture for long time Necessary test report must

be submitted. (a) For Electrical Installation up to 440V

in normal soil, Length of pipe - 1 Mtr Back filling

compound - 1 Nos Bag of 15 Kg.

BOQ Page No.620

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

240 Providing & erecting weather proof, dust & vermin 6.86 Sq.Mtr 14902.55

proof, floor mounted front operated indoor type cubical

panel board necessary IP-42 and above protection as per

approval from engineer incharge made from 14 SWG

thick CRC M.S. sheet for outer body & doors, 16 SWG

thick CRC M.S.sheet for internal partitions with

necessary accesories , supporting angles/ flats channel

including cutting, bending, drilling, welding, riveting

with internal partitions & cable alley as per

requirements & instruction of engineer-in-charge with

erection of supplied switch gears, BUSBARS, suitable

size of inter connecting PVC copper wire / copper-

aluminium strips, rubber grommets, rib, bakelite control

fuses/MCB for measuring instruments, earth bus & earth

bolts, foundation flange - bolts-base Plates, sufficient

nos. of hinged doors, handles with locking arrangement

and rubber gasket, heavy duty end terminal connection,

danger notice board, necessary ventilation, earthing

strip complete. The Panel shall be painted with epoxy

powder coating. (The rates excludes the cost of

switchgears, bus bars, inter connecting mains & Copper

Aluminium strips, meters, Fuses etc. The dimension

shall be measured excluding base beams) The panel

shall be supplied with following approved

manufacturers with following size. (B) The standard

companies switch gear shall be used and only

manufacturers at CPRI approved factory (i) with 350mm

241 Providing , erecting , fabricating the M.S. structure as per 75.00 Kg. 77.77

requirement on site incorporating proper size of M.S.

angles, square, round, flats, bars, channels, sections

complete with cutting, welding, grinding & finishing duly

painted with one coat of red oxide with erection on site

as per direction of engineer in charge with necessary

grouting, cementing, plastering & finishing complete.

242 Providing and erecting XLPE (IS:7098)(I)-88 ISI 600.00 Mtr. 151.50

armoured cable multistrand / Solid Aluminium

conductor for 1.1 KV. to be laid on wall with necessary

clamps or in existing trench / pipe of following size of

cables. (B) 4 core 6 Sq. mm

243 Providing and erecting XLPE (IS:7098)(I)-88 ISI 30.00 Mtr. 168.67

armoured cable multistrand / Solid Aluminium

conductor for 1.1 KV. to be laid on wall with necessary

clamps or in existing trench / pipe of following size of

cables. (C) 4 core 10 Sq. mm

BOQ Page No.621

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

244 Providing and erecting XLPE (IS:7098)(I)-88 ISI 110.00 Mtr. 184.83

armoured cable multistrand Aluminium conductor for

1.1 KV. to be laid on wall with necessary clamps or in

existing trench / pipe of following size of cables (A)

245 Providing and erecting FRLS-XLPE(IS:7098)(I)-88 ISI 20.00 Mtr. 589.84

armoured cable multistrand Aluminium conductor for

1.1 kV. to be laid on wall with necessary clamps or in

existing trench / pipe of following size of cables (E)

1/2 core 95 Sq. mm ( 50 Sq. mm 1/2 core)

246 Making trench in soft soil of suitable width of 90 cm 450.00 Mtr. 55.55

deep for laying cable or locating the fault all over the run

and back filling the same and making the surface as

247 Providing & laying approved make ISI marked HDPE 495.00 Mtr. 163.62

6Kg / cm2 (Class-3) as per IS:4984:1995 PE-80 to be

erected at road crossing on or floor as directed for laying

of cable. The pipes as following size of dia & weight per

mtr. (B) 50 mm inner Dia.

248 Providing and, fixing heavy duty flange type brass cable 14.00 Nos. 38.38

gland with rubber ring for PVC insulated armoured

cable complete with out going tails, insulating tape etc

for following size of cables. (B) 2 to 4 core 6 Sq. mm

249 Providing and, fixing heavy duty flange type brass cable 2.00 Nos. 38.38

gland with rubber ring for PVC insulated armoured

cable complete with out going tails, insulating tape etc

for following size of cables. (C) 2 to 4 core 10 Sq. mm

250 Providing and, fixing heavy duty flange type brass cable 3.00 Nos. 47.47

gland with rubber ring for PVC insulated armoured

cable complete with out going tails, insulating tape etc

for following size of cables. (D) 2 to 4 core 16 Sq. mm

251 Providing and, fixing heavy duty flange type brass 4.00 Nos. 131.30

double compression type cable gland with rubber ring

for PVC insulated armoured cable complete with out

going tails, insulating tape etc for following size of

cables.(D) 3 & 1/2 core 95 Sq. mm

252 Solder less crimping type Aluminium lugs conforming to 180.00 Nos. 6.06

IS suitable for cable of following size evenly crimped

with high pressure tool & connected to switchgear

terminals with brass/cadmium plated nut bolts in an

approved manner. (A) 1.5/ 2.5/4/6 Sq.mm

BOQ Page No.622

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

253 Solder less crimping type Aluminium lugs conforming to 8.00 Nos. 13.13

IS suitable for cable of following size evenly crimped

with high pressure tool & connected to switchgear

terminals with brass/cadmium plated nut bolts in an

approved manner. (B) 10 Sq.mm

254 Solder less crimping type Aluminium lugs conforming to 24.00 Nos. 15.15

IS suitable for cable of following size evenly crimped

with high pressure tool & connected to switchgear

terminals with brass/cadmium plated nut bolts in an

approved manner. (C) 16/25 Sq.mm.

255 Solder less crimping type Aluminium lugs conforming to 12.00 Nos. 40.40

IS suitable for cable of following size evenly crimped

with high pressure tool & connected to switchgear

terminals with brass/cadmium plated nut bolts in an

approved manner. (F) 95 Sq.mm.

256 Solder less crimping type Aluminium lugs conforming to 2.00 Nos. 20.20

IS suitable for cable of following size evenly crimped

with high pressure tool & connected to switchgear

terminals with brass/cadmium plated nut bolts in an

approved manner. (D) 35/50 Sq.mm.

257 Providing & erecting Approved make Power Saving 50 146.00 Nos. 1948.29

Watt Ceiling Fan with double ball bearing ISI mark with

Condenser 230 volt A.C. 50 Hz 1200 mm sweep

complete having 3blades with aluminium blades with

canopy & 30 cm. down rod erected with earthing.(Make

shall be approved by Engineer in charge)

258 Providing and erecting 19 / 20 mm. nominal bore 146.00 Mtr. 108.07

Medium Class M.S. Pipe down rod erected duly painted

for fan complete with proper insulation without leakage

259 Supplying & erecting fan hook box of 10 mm M.S. round 146.00 Nos. 108.07

bar bounded to the RCC bars up to 50mm length each

side and pierced through a 16 Gauge M.S. box / Heavy

Duty PVC box complete erected concealed in Ceiling

with necessary finishing.

260 Providing and erecting approved make low noise 86.00 Nos. 1703.87

decorative exhaust fan having square frame ABS body

with inbuilt lowers & square frame. 250mm with

BOQ Page No.623

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

261 Supplying and erecting approved make Octagonal pole 21.00 Nos. 6111.51

made from HR sheet steel. The pole should be made as

per IS. and shall be coated with hot dip galvanizing as

per IS 2629/2633/4759, suitable suspend local wind

speed with integral Junction box consist of terminal

plate of min 6mm Hylam sheet, standard profile

35mmX7.5mm Din-Rail for MCB Mounting, stud type

terminal and arrangement for cable termination to be

erected With Suitable foundation (Included) as per

details given by manufacturer considering site

requirement. (B) 4 Mtr. Long 70 mm Top X 130 mm

bottom dia, 3 mm thickness with

200mmX200mmX12mm base plate, 4-M16 Bolts and

450mm long with necessary G.I. J Bolts .Approx weight

262 Providing cement concrete.for foundation or for 0.20 Cu.Mtr 5127.75

concrete filling in 1:2:4 ratio with 20 to 25 mm stone

metal duly plastered with necessary curing for pole

muffing or any other purpose. (For Timer Panel As Per

263 Supplying and erecting Street light pole bracket 19.00 Nos. 491.87

comprising main B Class GI pipe of 4.2 cm/require

outside dia. complete with suitable B Class G.I. sleeve

tubing of approx. 45cms.length and suitable for

76.5mm/80mm/require size of pole top having nuts and

bolts for fixing the brackets and having spread of

mtr. Length with 110 deg.with vertical plane and

suitable welded stiffener reducer and nipple with check

nut complete painted with one coat.of Red oxide / PU

base primer and two coats of Aluminium / PU paint.

paint with following nos of arms. [A] Single Arm bracket

264 Supplying and erecting Street light pole bracket 2.00 Nos. 622.16

comprising main B Class GI pipe of 4.2 cm/require

outside dia. complete with suitable B Class G.I. sleeve

tubing of approx. 45cms.length and suitable for

76.5mm/80mm/require size of pole top having nuts and

bolts for fixing the brackets and having spread of

mtr. Length with 110 deg.with vertical plane and

suitable welded stiffener reducer and nipple with check

nut complete painted with one coat.of Red oxide / PU

base primer and two coats of Aluminium / PU paint.

paint with following nos of arms. [B] Double Arm

Bracket 0.5 Mtr

BOQ Page No.624

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

265 Supplying & erecting approved make IP 55 grade 1.00 Nos. 13350.18

Company fabricated Timer Panel of following capacity

for switch On-Off street lights on time scheduling basis

made from 16G CRCA sheet duly epoxy power painted

inside and outside with hinged doors and locking

arrangement consisting of suitable size of 4 Pole MCB

and 4 pole contactor (cat-III)with analog time switch,

auto manual switch of same make and suitable input and

output Bakelite terminals and with door earthing

approved by Engineer in charge. (B) 40 Amp

266 Providing & erecting open well horizontal mono block 2.00 Nos. 28586.03

pump set with cast iron body, complete for three phase

submersible motor having [E] For 7.5 HP 3 phase open

well horizontal mono block pump set suitable for

LPM to 370 LPM @ 13.5 Mtr to 42 Mtr head suitable for

65/75 mm dia delivery pipe Cat.II

267 Supplying & erecting approved make 3 phase motor 4.00 Nos. 12993.65

control cubical panel ( Star - Delta) made from16 G.

CRCA sheet duly painted with epoxy powder painted

inside and outside with hinged doors and locking

arrangement, consisting of suitable size of ON- OFF

isolator (AC - 3/23 duty) main fuses, single phasing

preventer cum water level. Guard (Complete unit),

Toggle switch to by pass Single phase preventer cum

WLG, indicating lamps for R- Y- B phases, over load

relay, Automatic water level controller, Ammeter &

Voltmeter each with two way selector switch incoming

wires duly socket Crimped, Panel to be erected on angle

iron frame grouted on wall as directed. Star Delta &

main contactor, overload relay, thermal / Electronic Star

delta cutoff timer, start - stop push buttons. The isolator

overload relay & contactors of L& T, Siemens or Cuttler

Hamer make only. Panel to be erected on angle iron

frame ground on wall. (A) S/D up to 7.5 H.P.

268 S.I.T.C. submersible pump set suitable for bore of 150 2.00 Nos. 39149.62

mm. dia. or more having three phase motor capacity not

more than 7.5 H.P. with following capacity . Lifting and

Lowering taken extra.(A) (12 stage) 280 to 240 LPM

discharge at 90 to 104 mtrs. head respectively suitable

for 50mm dia. delivery pipe Cat.III

BOQ Page No.625

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

269 Lowering of submersible motor pump set at the depth of 2.00 Per Job 1711.95

following , complete with required. Nos. and size of

casing pipes erected by means of proper chain pulley

block & pipe wrenches after checking of threads of each

pipe with coupling to take the load of the pump set and

pipe assembly filled up with water (A) Up to 60 mtrs.

270 ..Do...(D)For Open well Horizontal submersible pump set 2.00 Per Job 1284.72

for sump well (ii) 7.5HP to 15 HP

271 Providing and erecting ISI marked PVC insulated PVC 180.00 Mtr. 146.45

Sheathed Flat flexible Submersible copper cable

approved make of following Size. (C) 3 Core x 4 Sq. mm

272 Providing Water proof straight Joint in PVC insulated flat 3.00 Nos. 189.88

flexible copper cable by using insulating material, water

proofing material, & making the joint complete. (A) Up

273 Supplying & erecting ISI Marked (Embossed) following 20.00 Mtr. 345.42

size of “B” Class G.I . Pipe & erecting as directed by

Engineer-in-charge with necessary plumbing as desired.

274 Supplying & erecting Mild Steel heavy duty Flanges with 2.00 Nos. 151.50

rubber packing and hardware materials for pipe

connections suitable for (B) 65 mm (2.5")

275 Supplying and erecting ISI marked sluice valve at 2.00 Nos. 1558.43

position with necessary material for following size of

pipe diameter. (E) 65 mm(2.5")

276 Supplying, & erecting C.I. swing, check type non-return 2.00 Nos. 1489.75

(Reflux) Valve -ISI marked suitable for following size (B)

277 Supplying of following size of HEAVY UPVC column pipe 60.00 Mtr. 493.89

with coupler and wire lock [C] 65 mm dia

278 Supplying and erecting approved make panel mounting 2.00 Nos. 1275.63

type Digital Voltmeter having 3 digits LED display, 0 to

750 AC Volts range erected on existing panel board with

all connection, wiring etc .with manufacturers

calibration certificate.

279 Supplying and erecting approved make panel mounting 2.00 Nos. 1558.43

type Digital Ammeter having 3 digits LED display,

external CT operated, calibrated for 0 to 1000 Amps

suitable to operate on 500 Volt AC , erected on existing

panel board with all connection, wiring etc .with

manufacturers calibration certificate.

BOQ Page No.626

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

280 Supplying and erecting Ammeter / Voltmeter selector 4.00 Nos. 317.14

switch for 3 phase AC Supply 500 V on existing panel

board with necessary connections.

281 Providing & erecting L.T. Current Transformer with bar 6.00 Nos. 274.72

primary 50/5 to 1000/5 ratio 15 VA burden erected in

existing CRCA box duly secured with insulating

materials connected to the meter

282 Supplying and erecting approved make suitable panel 6.00 Nos. 43.43

indicator LED type lamp, lens cover, complete erected

with necessary connections.

I / We am / are willing to carry out the work at ________________________________ % above / below

percent (should be written in figure and words) of the estimated mentioned above. Amount of my / our

tender works out as under

Estimated amount put to Estimated amount put to

Deduct ________ % below Rs. ____________ Add _______ % above Rs.___________

(* Please strike out whichever is not applicable)

1. All work shall be carried out as per public works Department Handbook and other specifications of Division or

2. All the columns is Schedule should be filled in ink and the total of the entries in the last column should be

struck by the contractor under his signature.

3. Rates quoted include clearance of site (Prior commencement of work and as its close) in all respects and hold

good for work under all conditions, site, moisture, weather etc.

4. To be Continued on additional sheets, if found necessary.

5. The Labour Cess shall have to be deducted from payable bill as per prevailing Rules.

6. For abnormal high or law rates payment of such items shall be regulated as per Govt. circular No. PARACH /

102008 / 61 / C, Dt. 03/05/2008 attached with tender papers.

7. The contractor is totally responsible to bare all applicable taxes i.e. G.S.T. etc. & Department will not entertain

any contractor representation to reimburse any financial burden due to applicable taxes, i.e. G.S.T. etc.

Signature of Deputy Executive Engineer Executive Engineer

the Contractor. Panchayat (R&B) Sub Division Panchayat (R&B) Division

BOQ Page No.627

Description of Item

(with brief specification and reference to Quantity Unit Amount

book of specifications)

BOQ Page No.628