District Mineral Fund

Item Rate in

(with brief specification and reference to Quantity Unit Amount

No Figures

book of specifications)

1 Excavation for foundation up to 1.5 M Depth including 90.89 Cmt. 212.52

sorting out and stacking of useful materials and

disposing of the excavated stuff up to 50 meter lead (A)

Loose or soft soil

2 Providing and laying cement concrete 1:4:8 (1- Cement : 21.59 Cmt. 2901.00

4- Coarse sand : 8- graded stone aggregate 40mm

normal size) and curing complete excluding cost of

formwork in (A) Foundation and Plinth

3 Providing and laying Ordinary cement concrete 1:1:2 (M- 16.69 Cmt. 4522.19

25) (1 Cement : 1 coarse sand : 2 graded stone

aggregrate 20mm nominal size) and curing complete

including cost of form work but excluding cost of

reinforcement for R.C.C. work in (a) foundations,

footings, base or columns and mass concrete

4 Providing and laying Ordinary cement concrete 1:1:2 (M- 5.18 Cmt. 11133.93

25) (1 Cement : 1 coarse sand : 2 graded stone

aggregrate 20mm nominal size) and curing complete

including cost of form work but excluding cost of

reinforcement for R.C.C. work in Column having cross-

sectional area 0.05 to 0.08 Sq.M.

5 Providing and laying Ordinary cement concrete 1:1:2 (M- 16.15 Cmt. 8141.37

25) (1 Cement : 1 coarse sand : 2 graded stone

aggregrate 20mm nominal size) and curing complete

including cost of form work but excluding cost of

reinforcement for R.C.C. work in Beam having cross-

sectional area 0.05 to 0.08 Sq.M.

6 Providing and laying Ordinary cement concrete 1:1:2 (M- 30.00 Cmt. 7951.38

25) (1 Cement : 1 coarse sand : 2 graded stone

aggregrate 20mm nominal size) and curing complete

including cost of form work but excluding cost of

reinforcement for R.C.C. work in Slab

7 Providing and laying Ordinary cement concrete 1:1:2 (M- 2.24 Cmt. 10695.16

25) (1 Cement : 1 coarse sand : 2 graded stone

aggregrate 20mm nominal size) and curing complete

including cost of form work but excluding cost of

reinforcement for R.C.C. work in Lintel

8 Providing TMT Bar FE 500D reinforcement for R.C.C. 7256.48 Kg. 77.29

work including bending, binding and placing in position

complete upto floor two level

9 Brick work using common burnt clay building bricks 26.55 Cmt. 4214.33

having crushing strength not less than 35 kg./Sq.Cm.in

foundation and plinth in Cement Mortar 1:6 (1- Cement

: 6 - fine sand) (B) Conventional

BOQ Page No.1

Section-07

Description of Item

Item Rate in

(with brief specification and reference to Quantity Unit Amount

No Figures

book of specifications)

10 Brick work using common burnt clay building bricks 55.67 Cmt. 4496.05

having crushing strength not less than 35 kg./Sq.Cm.in

foundation and plinth and superstructer above floor two

level in Cement Mortar 1:6 (1- Cement : 6 - fine sand)

(B) Conventional

11 Filling available excavated earth (excluding rock) in 185.50 Cmt. 136.92

trenches. plinth, sides of foundations etc. in layers not

exceeding 20 cm. in depth consolidating each

disposited layer by ramming and watering.

12 Providing 10mm thick cement plaster in single coat on 291.02 Smt. 228.33

ceilings and sofits of stairs upto floor two level for

interior plastering upto floor two level and finished even

and smooth in (i) Cement mortar 1:3 including finishing

with a floating coat of neat cement slurry

13 Providing 15mm thick cement plaster in single coat on 149.85 Smt. 254.40

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

interior plastering upto floor two level and finished even

and smooth in (i) Cement mortar 1:3 (1-cement:3-sand)

including finishing with a floating coat of neat cement

14 Providing 20mm thick cement plaster in single coat on 242.67 Smt. 230.50

single or half brick walls for interior plastering upto

floor two level and finished even and smooth in (iii)

Cement mortar 1:4 (1-cement:4-sand)

15 Providing and laying polished Kota stone slab flooring 137.58 Smt. 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)

25mm thick

16 Providing and laying marble stone slab flooring over 12.54 Smt. 2244.87

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

coarse sand) or L.M. 1:1.5(1- lime putty : 1.5 - coarse

sand) laid and jointed with gray cement slurry including

rubbing and polishing complete. (A) Marble slab 25mm

17 Providing and fixing M.S. grills of required pattern to 991.40 Kg. 106.23

wooden 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

18 Providing and fixing 35 mm thick shutters for Doors, 11.07 Smt. 5533.68

windows and clerestory windows including Indian teak

wood frames 12 cm x 7 cm. size including anodized

alluminium fixtures and fastenings including primer coat

of approved quality and two coats of oil painting etc,

complete. (ii) Fully Panelled.

19 Providing and fixing standared extruded of alluminium 7.20 Smt. 1525.00

section of size 63.50 x 38.10 x 1.95 mm(of Jindal Section

no:4605,@ Wt 1.094Kg / Rmt with colour anodized

alluminium frame with 5 mm thick transparent bronze

colour tinted float glass as details etc complete for Fix

BOQ Page No.2

Section-07

Description of Item

Item Rate in

(with brief specification and reference to Quantity Unit Amount

No Figures

book of specifications)

20 Finishing wall with weather proof exterior emulsion 242.67 Smt. 120.26

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

21 Applying two coats of Birla or Asian acrylic lapy ( putty) 331.26 Smt. 40.59

& two coats of primer of 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

22 Wall painting (two coats) with plastic emulsion paint of 384.70 Smt. 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.

23 Providing and laying water proofing treatment on 120.00 Smt. 1043.10

terrace with broken China mosaic tiles flooring over

average 40 mm C.C. 1:2:4 bedding for maintaining slope

for plain and curve surface & 12 mm to 20 mm of broken

piece of ceramic / glazed tiles (one for more colour as

directed) to be laid over cement mortar bedding of C. M.

1:3 (1 cement : 3 sand) contain one KG of water proofing

materials per bag of OPC at plain or / and slops and to be

tempered to bring mortar ceramic up to surface with

using white cement and colour pigment, including

rounding of junctions and extending them up to 15 cm

along the wall and curing with bends any patterns or

design as per drawing and cleaning by using oxalic acid

etc. complete

24 Providing Name Plate or other arrangement for showing 1.00 No. 9090.00

the details of Grant and work as Directed

25 Providing and laying cement concrete 1:3:6 (1- Cement : 0.44 Cmt. 4100.59

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

nominal size) and curing complete including cost of

formwork in (A) Wall Caps / Coping

26 Providing and laying ordinary cement concrete 1:2:4 (1- 0.03 Cmt. 10219.33

Cement 2- coarse sand : 4- graded stone aggregates

mm nominal size) for R.C.C lintel including finishing

smooth with,curing etc. complete including the cost of

formwork but excluding the cost of reinforcement.

27 Providing and laying ordinary cement concrete 1 : 2 : 4 ( 1.37 Cmt. 7475.61

1 cement : 2 coarse sand : 4 graded stone aggregate

mm nominal size )and finishing smooth with curing

etc.complete including the cost of form work but

excluding the cost of rein forcement for RCC Slab.

28 Providing and Fixing M.S.door Prepared with equal M.S. 1.89 Smt. 3286.54

Angle for frame and shutter including 18 B.S.G. M.S.

Sheet and fixture and fastening including oil painting

three coat and fixing in position.

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Section-07

Description of Item

Item Rate in

(with brief specification and reference to Quantity Unit Amount

No Figures

book of specifications)

29 Providing and fixing FRP frame size 100x50 mm and 3.15 Smt. 2377.76

28mm thick FRP depress panel shutter having extra

reinforcement on sides & edges in Gel coat finish. The

core of the shutter & frame is to be filed up with injected

fire retardant grade polyurethene foam done in situ

alongwith embedded wooden pieces for stiffening & also

taking hinges & fintures. The whole FRP frame & shutter

is to be water proof weather proof, termite proof &

resistance to mild acid/alkali. Rates are to be inclusive of

S.S hinges with necessary screws & alluminium fixtures

& fastenings & fastener sleeve.

30 Providing and laying Ceramic tiles 6mm thick in skitring 8.02 Smt. 1030.57

risers of steps and dado on 10 mm thick cement plaster

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

cement slurry.

31 Filling in foundation and plinth with brick Bats Chhara in 5.01 Cmt. 621.46

layers of 20cm. thickness including watering, remming

and consolidating etc. complete.

32 Providing and laying broken chine mosaic flooring 12.02 Smt. 779.70

for 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.

33 Providing and fixing washbasin with single hole for 1.00 No. 1526.65

pillar tape with C.I. or M.S. brackets painted white

including cutting holes and making good thesame but

excluding fittings. (A) vitreous china : (ii) Flat back

washbasin 550 mm x 400 mm size (i) in white colour.

34 HDPE Storage Tanks : Supplying Rotationally moulded 1.00 No. 7260.89

HDPE Storage Tank with ISI mark of approved make incl.

all taxes transportation octroi etc. complete. Storage

Tanks without ISI mark (with outside black colour and

inside lining)

35 Providing laying and jointing in true line and level 12.00 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

36 Providing laying and jointing in true line and level 10.00 Rmt. 148.12

40mm 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

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Section-07

Description of Item

Item Rate in

(with brief specification and reference to Quantity Unit Amount

No Figures

book of specifications)

37 Providing laying and jointing in true line and level 9.00 Rmt. 195.67

50mm 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

38 Providing, laying and jointing in true line and level 110 12.00 Rmt. 876.90

diametre U.P.V.C (Type B) conforming to IS 13592-1992

with one end plain and other end socketed with rubber

ring, & fittings conforming to ISI 14735-1999 of

approved make for drainage system pipe line, pipe shall

be jointed with each other with rubber lubricant, pipe

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

mm diametre x 149 mm length x 145 mm heigh 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.

39 Providing and fixing cast iron (Spun) Nahni trap of the 2.00 No. 634.71

following nominal diameter of self cleaning design with

C.I. screaed down or higned grating including cost of

cutting and making good the walls and floor 100mm

inlet and 50mm outlet.(C) 100mm dia.

40 Providing and fixing screw down bib taps of follwing 6.00 No. 158.86

size(C) Gun metal screw down bib tap (i) 15 mm dia

41 Providing and fixing water closet squatting Pan (Indian 2.00 No. 1311.18

type W.C. Pan) size 580mm (Earthwork, bed concrete,

foot reste and trap to be measured and paid for

separately) (A) Vitreous China.(I) Long pattern in White

colour including Providing and fixing 100mm size P or S

trap for water closet squatting pan including jointing the

trap with the pan and soil pipe in cement Mortar 1:1 (1-

Cement : 1-Fine sand)(A) Vitreous China.

42 Providing and fixing wash down water closet (European 2.00 No. 1978.86

type W.C. Pan) with integral P or S trap including

jointing the trap with soil pipe in cement mortar 1:1 (1-

cement : 1-fine sand) including seal and cover (A)

viterous china pattern (i) in white colour including

providing and fixing 100mm size P or S trap for water

closet squatting pan including jointing the trap with the

pan and soil pipe in cement Mortar 1:1 (1-Cement : 1-

Fine sand)(A) Vitreous China.

43 Providing and fixing chromium plated brass half turn 2.00 No. 263.77

flush cock of approved quality including fixing in pipe

line etc. complete (ii) 25 mm dia.

44 Providing and fixing urinal of approved quality 1.00 No. 1074.86

including connecting the urinal with waste pipe trap etc.

complete. (A) White earthen ware flat back or corner

type size 430 mm x 260 mm x 350 mm

45 Providing and fixing in position cowel went to pipes.(C) 2.00 No. 505.17

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Section-07

Description of Item

Item Rate in

(with brief specification and reference to Quantity Unit Amount

No Figures

book of specifications)

46 Providing Sock well of inside Dimension 3.00 mt. Deep 1.00 No. 43449.19

& 2.00 mt. Dia. Incl. Excavation, honey comb masonary

work in C.M. 1:6 incl. Covering the top with slab and

providing mainhole cover incl. Providing vatas and

curing etc. complete..

47 Constg Septic tank Including Excavation,B.B.C.C. 1:5:10, 1.00 No. 24160.21

with brick masonarry wall in C;M 1:6 finished with

Cement plaster in C;M; 1:3 incl. partition with half brick

masonary.Etc complete.

48 Point wiring for Light / Fan / Bell / Primary Point with 2- 24.00 Pt. 329.26

1.5 Sq.mm & earth wire of 1.5 Sq.mm (green) both are of

ISI marked 1.1 kv grade FRLS PVC insulated multistrand

copper wires, in following type of pipe to be erected

concealed in / flushed on wall /ceiling, complete with 6A

Tissino Type ISI marked flush type switch / bell push

and accessories erected on Metal / PVC Box covered

with 3 mm thick PC (Polycarbonate) / Acrylic sheet with

necessary Lamp holder / ceiling rose / H.D. Connector as

directed. (c) with oval conduit /pvc casing capping

double lock type

49 Point wiring for independent PLUG with following size 10.00 Pt. 329.26

mains earthwire of 1.5 sq.mm (green) both are of ISI

marked 1.1 KV grade FRLS PVC insulated multistrand

copper wires, in following type of pipe to be erected

concealed in /flushed on wall/ceiling , complete with ISI

marked 3 / 5 Pin socket and tissino type switch erected

with earth continuity connection erected on Metal / PVC

box covered with 3 mm thick PC(Polycarbonet) / Acrylic

sheet. (c) with oval conduit /pvc casing capping double

50 Mains with ISI marked electrolyte stranded copper 90.00 Mtr. 63.63

conductor, Non PVC Zero Halogen free fire retardant

insulated copper conductor, insulated wire (HFFR)

conforms to IS-694, erected in existing pipe with 1.5sq.

mm copper conductor of same specifications for earth

continuity of following size. [i] 3 wire 1.5 sq.mm

51 Supplying & erecting earth pit of minimum bore 1.00 No. 4591.46

dia.150mm size approved make Earthing Electrode

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

made of corrosion free 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. (a) For Electrical Installation up to 440V in

normal soil Length of pipe - 1 Mtr Back filling compound -

1 Nos Bag of 15 Kg.

52 Providing & Erecting following Shockproof tissino type 6.00 No. 30.30

accessories erected on 3 mm thick PC (Polycarbonate)

sheet in PVC/ Metal Box. erected on wall/ ceiling. (1)

One no Single pole 6 A Switch / Bell push

BOQ Page No.6

Section-07

Description of Item

Item Rate in

(with brief specification and reference to Quantity Unit Amount

No Figures

book of specifications)

53 Providing & Erecting following Shockproof tissino type 8.00 No. 45.45

accessories erected on 3 mm thick PC (Polycarbonate)

sheet in PVC/ Metal Box. erected on wall/ ceiling. (3)

One no Single pole 16 A Switch

54 Providing & Erecting following Shockproof tissino type 12.00 No. 209.07

accessories erected on 3 mm thick PC (Polycarbonate)

sheet in PVC/ Metal Box. erected on wall/ ceiling. (14)

Electronic Hum free EME Socket Type Steps Fan

55 Providing & erecting Switch board for Computer or 4.00 No. 318.15

electric apparatus consisting of following items in single

board erected on PVC / Metal board with 3 mm thick

PC (Polycarbonate) / Acrylic sheet erected as directed

1 no. 6A/16A universal plug-switch combined.

4 nos. 6A Switch, 4 nos. 6A 5 pin Plug

56 Providing & erecting 240 V MCB double pole switch for 4.00 No. 330.27

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

57 Providing and erecting Sheet Steel powder coated MCB 1.00 No. 757.50

distribution board - flush / surface mounted fitted with

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

IS 13032 and BS 5486-1986 without MCB to house

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

same company of MCB to be used) (G) Single phase

way single door

58 Approved make ELCBs / RCCBs conforming to IS: 12640 1.00 No. 2030.10

and having sensitivity of 30 mA and Short Circuit

withstand capacity of 6 KA and suitable for operation on

single phase 240 V. 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-II

TOTAL =

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

Tender Rs. __________________ Tender Rs. __________________

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

Net Rs. _______________________________ Total Rs. _________________________

In words ______________________________ In words ________________________

(* 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 as directed.

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.

BOQ Page No.7

Section-07

Description of Item

Item Rate in

(with brief specification and reference to Quantity Unit Amount

No Figures

book of specifications)

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

KHAMBHAT ANAND.

BOQ Page No.8