MPLADS

Bill of Quantities (BOQ)

Item Description of Item (with brief specification and reference to Rate

Quantity Unit Amount

No. book of specifications)

1 Excavation for foundation upto 1.5 m depth including sorting out 138.50 Cum 122.93

and stacking of useful materials and disposing off the

excavated stuff upto 50 Meter lead.

(A) Loose or soft soil

2 Excavation for foundation upto 1.5 m to 3.0 m depth including 72.50 Cum 136.29

sorting out and stacking of useful materials and disposing

off the excavated stuff upto

Meter lead. (A) Loose or soft soil

3 Applying general insecticide pest control treatment to floors, 115.50 Sqm 39.08

cupboards etc including labour material etc. complete. Using

Heptachloride 20 EC. As Per 6113_pests Consentration

Weight 0.50 percent is recommended one litre chemical emulsion

3 liters of water application 0.5 litre chemical /Sqm of surface is

recommended as per I.S.

4 Filling available excavated earth (Including rock in trenches plinth, 184.50 Cum 136.92

sides of foundations etc. in layers not exceeding 20 cm. in

depth consolidating each

deposited layer by ramming and watering)

5 Filling in plinth with sand under floors including 19.00 Cum 481.80

watering ramming, consolidating and dressing complete

6 Providing & filling in plinth with murrum or yellow soil or 38.00 Cum 301.77

selected soil in layers of 20 cm. Thickness. Incl. watering, ramming &

consolidation etc. complete.

7 Providing and laying cement concrete 1:2:4 (1-Cement 22.50 Cum 3989.80

: 2- coarse sand : 4- hand Machine crushed stone aggregates

mmnominal size) and curing complete including cost of formwork

8 Providing and laying controlled cement concrete 17.00 Cum 4557.12

M.250 and curing complete inculding the cost of formwork but

Excluding the cost of reinforcement for reinforced concrete work in

foundation, footings base of column and mass concrete. (A) Footing

9 Providing and laying controlled cement concrete 6.00 Cum 8287.05

M.250 and curing complete inculding the cost of formwork but

Excluding the cost of reinforcement for reinforced concrete work in

All Types of Column D) Column, Pillers, posts and struts , upto

10 Providing and laying controlled cement concrete 5.00 Cum 8253.72

M.200 and curing complete inculding the cost of formwork but

Excluding the cost of reinforcement for reinforced concrete work in

All Types of Column D) Column, Pillers, posts and struts, upto

11 Providing and laying controlled cement concrete 1.00 Cum 8295.31

M.200 and curing complete inculding the cost of formwork but

Excluding the cost of reinforcement for reinforced concrete work in

All Types of Column D) Column, Pillers, posts and struts, upto First

12 Providing and laying controlled cement concrete 13.00 Cum 6502.38

M.250 and curing complete inculding the cost of formwork but

Excluding the cost of the cost of reinforcement for

reinforced concrete work in Beams. (E) Beam, upto Plinth

13 Providing and laying controlled cement concrete 9.00 Cum 6469.05

M.200 and curing complete inculding the cost of formwork but

Excluding the cost of reinforcement for reinforced concrete work in

All Types of Beams,(E) Beam, Ground Floor

14 Providing and laying controlled cement concrete 11.50 Cum 6426.63

M.200 and curing complete inculding the cost of formwork but

Excluding the cost of reinforcement for reinforced concrete work in

All Types of Slab,All Thickness (C) Slab upto Plinth and Ground

Item Description of Item (with brief specification and reference to Rate

Quantity Unit Amount

No. book of specifications)

15 Providing and laying controlled cement concrete 1.50 Cum 6793.26

M.200 and curing complete inculding the cost of formwork but

Excluding the cost of reinforcement for reinforced concrete work in

All Thickness in Walls PARDI Ground Floor

16 Providing and laying controlled cement concrete 1.50 Cum 6012.53

M.200 and curing complete inculding the cost of formwork but

Excluding the cost of reinforcement for reinforced concrete work in

Lintel upto Ground Floor

17 Providing and laying controlled cement concrete 1.00 Cum 5735.79

M.200 and curing complete inculding the cost of formwork but

Excluding the cost of reinforcement for reinforced concrete work in

Chajja. Upto Ground Floor

18 Providing laying (to level or slopes) and jointing reinforced 10.00 Rmt. 359.84

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) 250 mm di

19 Brick work using common brunt clay building bricks having 20.50 Cum 4214.32

crushing strength not less than 35 kg/sqcm. in foundation and plinth

in cement mortar 1:6 (1 cement

:6 fine sand) etc.comp. (B) Conventional Ground floor

20 Brick work using common brunt clay building bricks having 31.00 Cum 4496.04

crushing strength not less than 35 kg/sqcm. in superstructure above

plinth level upto floor two level in cement mortar 1:6 (1 cement :6

fine sand) etc.comp.

(B) Conventional Ground Floor

21 Brick work using common brunt clay building bricks having 5.50 Cum 4538.16

crushing strength not less than 35 kg/sqcm. in superstructure above

plinth level upto floor two level in cement mortar 1:6 (1 cement :6

fine sand) etc.comp.

(B) Conventional First Floor

22 Half brick masonry in common brunt clay building bricks 9.00 Sqm 684.26

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

Cement mortar 1:4 (1- Cement : 4 -

coarse sand ) in (B) Conventional Ground Floor

23 Providing and fixing TMT bars Fe-500D steel reinforcement 7999.00 Kg 78.33

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

position complete upto floor two level ,Ground Floor, First Floor

, Second Floor,

Third Floor, Terrace Floor (all floor).

24 Providing and fixing 37 mm thick flush door both sides laminated 4.00 Sqm 3737.00

andshutter fabricated from 35 mm thick solid core malemine faced

three layered pre laminated flat pressed wood based exterior

grade bonded BWP/BWR synthetic resin having stamped IS

grade (double door and single door)

25 Providing and fixing FRP frame size 125x65 mm and 35mm thick FRP 4.50 Sqm 2615.04

shutter having extra reinforcement on sides & edges in polish finish.

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

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 S.S fixtures &

fastenings & fastener sleeve.

Item Description of Item (with brief specification and reference to Rate

Quantity Unit Amount

No. book of specifications)

26 Providing and fixing window having extruded aluminum 4.00 Sqm 1583.95

Colour anodized section frame main outer size 95mm x 24mm x

1.17mm @ wt.of 0.738 Kg/mt , horizontal Three track member size

92mm x 31.75mm x 1.30mm,@ Wt.1.07 Kg/mt , vertical member of

size 92mm x 31.75mm x 1.50mm @ Wt. 1.06 Kg/mt with sliding

shutters of horizontal member size 40 mmx18mm x1.29mm

@ wt.of 0.456 Kg/mt, vertical member of size 40mm x 18mm x

1.29 mm @ wt.of 0.456Kg/mt/ with 5 mm thick transparent

bronze colour tinted float glass with powder coated aluminum

fittings and fixtures and transparent silicon sealant glass fixing to

frame as per details etc

27 Providing and fixing window having extruded aluminum 2.50 Sqm 1713.69

Colour anodized section frame main outer size 63.50 x 38.10 x

mm,@ Wt 1.094 Kg / Rmt, horizontal two track member size

mm x 31.75 mm x 1.20mm @ wt.of 0.695 Kg/mt, vertical member of

size 61.85 mm x 31.75mm x 1.30 mm @ wt.of 0.659 Kg/mt with

sliding shutters of horizontal member size 40mm x 18mm x

1.29mm @ wt.of 0.456Kg/mt, vertical member of size 40mm x 18mm

1.29mm @ wt.of 0.456Kg/mt, @ Wt. 0.457 Kg/mt with 5 mm thick

transparent bronze colour tinted float glass with powder coated

aluminum fittings and fixtures and transparent silicon sealant

glass fixing to

frame as per details etc complete for window.

28 Providing and fixing standared extruded of alluminium section of 1.00 Sqm 1175.55

size 63mm x 38.10mm x 1.2mm (Wt. 0.643 Kg/mt) with colour

anodized alluminium frame for ventilation with 5 mm thick frosted

glass as details etc

complete for Ventilation

29 Providing and fixing M.S. grill of required pattern of windows 127.00 Kg 114.13

etc. with M.S.. flats at required spacing and frame alround square or

round headed bolts and nuts or by screws.including applying a

priming coat of red lead

paint and two coats of oil painting

30 Providing and fixing Stainless Steel railing having 50 mm dia hollow 12.00 Rmt. 3101.71

stainless steel pipe as hand rail and 32 mm dia hollow stainless steel

pipe with combination of 10 cm long 16mm dia pipe as per virtical

supports 20 mm dia hollow stainless steel pipes.

31 Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 24'' in 65.00 Sqm 1120.36

flooring treads of steps and landing laid on a bed of 12mm thick

cement mortar 1:3 (1-cement : 3-coarse sand ) finishing with flush

pointing in white cement.Soluble Salt PVT. Tiles in All Rooms.

32 Providing and laying Vitrified tiles 8 mm thick , 24'' x 24'' in skrting 38.00 Sqm 1195.02

risers of steps and dedo on 10mm thick cement plaster 1:3 (1-cement

: 3-coarse sand) and jointed with white cement slurry Soluble Salt

Tiles in All Rooms.

33 Providing and laying polished Granite Slab 18mm thick in 22.50 Sqm 2377.54

Flooring laid 20mm thick Cement Mortar 1:4 (1-Cement : 4-Coarse

Sand) and jointed with Grey Cement Slurry including full molded

round front edges

, rubbing and polishing etc. complete.

34 Providing and laying polished Granite Slab 18mm thick in Risers 18.00 Sqm 2408.85

of steps Dedo, window sill, jembs and pillars laid 10 mm thick

Cement Mortar 1:4 (1-Cement

: 4-Coarse Sand) and jointed with Grey Cement Slurry including full

molded round edges , rubbing.

35 Providing and laying broken chine mosaic flooring for terrace using 85.50 Sqm 779.69

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

Item Description of Item (with brief specification and reference to Rate

Quantity Unit Amount

No. book of specifications)

36 Providing 15mm thick cement plaster in single coat on Rough 207.50 Sqm 172.04

(Similar)side of single or Full/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) Ground Floor

37 Providing 15mm thick cement plaster in single coat on Rough 23.00 Sqm 195.94

(Similar)side of single or Full/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) First Floor

38 Providing & laying10 mm. thick cement plaster in single coat 132.00 Sqm 155.34

on fair side of ceilings for interior plastering upto floor two

level and finishing with smooth mala plaster.(i) Cement mortar 1:4

4 sand) Ground Floor

39 Providing and laying integral cement based water proofing treatment 85.50 Sqm 916.07

including preparation of surface as required for treatment of roofs,

balconies, terraces etc. consisting of following operations.

(a) Applying and grouting a slurry coat of neat cement using

kg/sqm of cement admixed with proprietary water proofing

compound comforming to IS:2645 over the R.C.C. slab including

cleaning the surface before tratment.

(b) Laying cement concrete using broken bricks/brick bats 25 mm to

100 mm size with 50% of cement mortar 1:5 (1 Cement : 5 Coarse

sand) admixed with proprietary water proofing compound

conforming to IS:2645

,brick bats is finally covered by jointless cement plaster 20mm th. in

C.M. 1:4 added with special water proofing compound confirming to

IS:2645 & top smooth finished with trowel with false chequered

marking of 300 mm.size.The treatment is carried along the vertical

surface of the parapet & other adjoining wall up to height of about

300 mm in a shape of quarter round vata Incl. curing etc. Comp. With

average thickness of 120 mm and minimum thickness at khurra as

40 20mm thick sand faced cement plaster on walls upto height 10 210.00 Sqm 342.41

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. Upto Ground Floor.

41 Applying two coats of Birla (white cement based) or (acrylic lapy- 230.50 Sqm 128.96

putty) or equivalent & 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. with Wall painting (three coats) with plastic emulsion

paint 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.

42 Applying two coats of Birla (white cement based) or (acrylic lapy- 132.00 Sqm 169.82

putty) or equivalent & two coats of primer of approved brand

and manufacture on new Ceiling surface to give an even

shade including thoroughly brushing the surface free from

mortar dropping and other foreign matter and sand papered

smooth. Ceiling painting (three coats) with plastic emulsion paint

of approved brand and manufacture on undecorated Ceiling surface

to give an even shade including throughly brushing the surface

free from mortar droppings and other foreign matter and sand

papered smooth.

Item Description of Item (with brief specification and reference to Rate

Quantity Unit Amount

No. book of specifications)

43 Finishing wall with weather proof exterior emulsion paint on 209.61 Sqm 166.65

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. Priming: Apply a

liberal coat of exterior acrylic primer and allow it to dry for 4-5 hours.

44 Providing laying and jointing in true line and level 15mm dia. 8.00 Rmt. 72.64

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.

45 Providing laying and jointing in true line and level 25mm dia. 21.00 Rmt. 91.83

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.

46 Providing, laying and jointing in true line and level 110 diametre 26.00 Rmt. 876.90

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

110 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

cement including cost of all materials.

47 Providing and fixing 600mm x 450mm bevelled edge mirrror of 2.00 No 859.40

superior glass mounted on 6mm thick A.C. sheet or plywood sheet

and fixing to wooden pluge

with C.P. brass screws and washers.

48 Providing & fixing G.I. Rain water spout of 50 mm.dia 2.00 No 101.90

& 30 cm length etc.

49 Providing and fixing in position cowel went to 2.00 No 505.17

pipes.(C) 100mm dia

50 Providing and fixing wash down water closet (European type, 2.00 No 4327.52

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) (Seal and

cover to be measured and paid for separately)(A) vitreous China

Pattern :(i) in white colour, Providing and fixing 12.5 Litres low

level flushing cistern with a pair, of C.I. or Mild brackets, complete

with fittings such as lead valve less syphon, 15mm nom.nal size

brass ball valve with polythene float, C.P brass handle unions and

couplings for connections, with inlet, outlet and overflow pipes,

40mm dia.porcelain enamelled flush bend including cutting holes in

walls and making good the same connecting the flush bend with

cistern and closet (overflow pipe to be measured and paid for

separately)(A) Vitreous China (I) In white colour, Providing and

fixing plastic seat and cover for wash down water closer with C.P.

brass hinges and rubber buffers. (B) Black plastic seal and cover,

With Jet spray heavy duty with S.S. Braided hose 60 cm long.

51 Providing and fixing washbasin with single hole for pillar tap 2.00 No 2363.15

with C.I. or M.S. brackets painted white including sutting holes

and making good the Providing and fixing C.P. brass waste for

washbasin or sink. (A)

32mmdia.,Providing and fixing pillar tap.

52 Providing throating or plaster drip and moulding to 46.00 Rmt. 43.04

R.C.C. Chhajja.

53 Providing 20 mm deep finished groove in plaster in 92.00 Rmt. 30.30

line and level etc. Comp. For all Floor

Item Description of Item (with brief specification and reference to Rate

Quantity Unit Amount

No. book of specifications)

54 Providing and fixing PVC SWR Nahni trap IS 14735 for drain - 100 4.00 No 586.27

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.

55 Providing and fixing S.W. gully trap with C.I. grating brick masonry 2.00 No 1246.91

chamber and water tight C.I. cover with frame of 300mm x 300mm

size (inside) with standard weight.(i) Square mouth traps.(B)

size P or R type

56 Constructing Brick masonry road gully chamber 500mm x 2.00 No 2017.19

450mm x 600mm including 500mm x

450mm C.I. horizontal grating wih frame complete.

57 Constructing brick masonry chamber for underground 2.00 No 2932.92

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.

58 Providing erecting and fixing double coated PVC. (ISI) water 1000.00 Liter 3.94

tank of required capacity each with all necessary fittings and

connection etc. complete on

59 Providing laying (to level or slopes) and jointing reinforced 10.00 Rmt. 250.54

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) 150 mm d

60 Providing and fixing Gun metal check or non-return 2.00 No 663.42

fullway wheel valve. 40mm. dia.

61 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) 25mm dia.

62 Providing and fixing ball cock of approved. quality as 1.00 No 132.88

directed.(A) Copper Metal (A) 25mm. dia.

63 Providing and fixing Gun metal check or non-return 2.00 No 420.63

fullway wheel valve. 25mm. dia.

64 Providing and fixing screw down bib taps of following 2.00 No 186.82

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

65 Providing & fixing & making Table LxBxH (1.20 x 0.60 x 0.75) using Ply 1.00 No 14180.40

Wood ISI Brand Using IS 710 Plywood ( 8mm, 10mm, 12mm, 19mm, &

25mm) Top with All side square top for superior quality table with

thickness of 25 mm.All the outer & Inner surface cover by I.S.I. brand

Sunmica of Formica , silicone ,bloom green or equivalent & inner 1.5mm

thick Laminate Sheet silicone or bloom or equivalent Brand.using drawer

channel of Hetich brand & handle s.s. matt & drawer lock , including S.S

Screws , necessary hardware etc. complete including necessary polish,

hardware and labour etc. As per attached drawing & instructed by in

charge Consultant. key board tray, CPU stand Ebaco Brand, drawer

cabinat,horizontal - vertical cable cover, LEG frame )

66 Providing and fixing of OFFICE CHAIRS of pvc base and armrest,40 1.00 No 3989.50

density high mould foam in seat and back,or mesh, pu upholstry,multi

funtional mechenism, bifma class IV gas lift and p.a

castors,REVOLVING chairs as per the specified company of HOF,

Feather light, Wipro, Godrej etc.as per selection and complete the work

satisfactorily as per instruction of architect or Engineer-in charge

Item Description of Item (with brief specification and reference to Rate

Quantity Unit Amount

No. book of specifications)

67 Providing and placing of Study Chair With Extra Support Of Pips Must Be 30.00 No 2666.40

required For Long Time Usage Chair Overall Size (approx): H-83 x W-52 x D-

Material Description: Seat & Back: Seat & back from hot mould plywood of

minimum 12 mm thickness of ergonomic design to avoid back pain.

Cushioning: PU foam having density of 40 kg for back and 50kgs/m3 for seat.

Average thickness of foam not less than 50 mm + 10 mm Polly foam.

Tapestry: Minimum average weight required 400to490 gms per sq.

mtr,with average weight of 450 grams per square meter ● Frame

structure: 4 legs type Frame and handle for arm rest from ERW prime

quality tube of 14 swg, reinforced at all bends for static and impact load with

cushioning effect

● Finishing: All steel parts will be epoxy polyester powder coated to the

thickness not less than 50 microns finish after 10 tank anti-rust treatment

and B grade phosphating (in house) & same will be demonstrated to the

Engineer incharge during pre-dispatch Inspection.

● Product Shoud be Tested by approved BIFMA standard laboratories

confirming to ANSI/BIFMA X 5.1- 2002 Cl. No. 5,7,8,12,13,17 on

functional requirement. Certificets Should be submiting With Supply

,Without certificets Product Will Not Be Accepted.All work must be

Architect Drawing & Instructed By Site Engineer

68 Providing & Fixing single Modular Reading table 30.00 No 5767.10

Table Size 900 x 610 x 760 with 1370mm high partition and extra shelf for

Table top made with 19mm thick Semi water proof plywood of ISO 303, with

all sides border of 40 mm thick in 19mm thick ply wood, single side seating

system , with extra book shelf above top , foot rest, All outer surfaces

are to be laminated with 1.0 mm laminate and bottom of table are to be

laminated with 0.80mm laminate sheet as approved by architect.

Including all necessary hardware & fittings such as screw, buffer, bonding

material etc.(Wall facing modular reading tables) . all work must be done

As per Architect Drawing & Instructed By Site Engineer Table

69 Providing & Fixing WALL Storage Cupboard 30.00 sqm 2525.00

Table Size 2000 x 500 x 3000 with 5 self , 2 nos door 19 mm plywood with

4 mm glass panal door,

Storage self made with 12mm thick water proof plywood of ISO 710, door

sides border of 20 mm thick in teak wood, All outer surfaces are to

be laminated with 1.5 mm laminate and internal laminated with

0.80mm laminate sheet as approved by architect. Including all necessary

hardware & fittings such as screw, buffer, bonding material etc.all work

done As per Architect Drawing & Instructed By Site Engineer

Twenty Five Lakh Sixty Thousand One Hundred Sevnety Six Rupees And Eighty One Paisa Total

I/We am/are willing to carry out the work at…………………………………………….% above/below percent (Should be written in figures and words)

of the estimated rate mentioned above. Amount of my / our tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct…………………………% below Add…………………………% Above

In Worlds In Worlds

(* Please strike out whichever is not applicable).

1 The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge for

which no extra payment shall be made.

2 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3 GST and Income tax TDS will be deducted at a source while making payments of bills

Item Description of Item (with brief specification and reference to Rate

Quantity Unit Amount

No. book of specifications)

4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017 Cement

Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as per actual mix

design the cost of difference of cement consumption have been deducted from the rate of original item at the rate of input rate

mentioned in all the tender.

5 Credit of dismantled materials of amount of Rs. 0.00/- must be recovered from contractor's 1st R.A. bill.

6 All duties, taxes, and other levies except GST payable by the contractor under the contract, or for any other cause shall be

included in the rates, prices and total Bid Price submitted by the Bidder. (GST will be paid extra)

Dated Signature of Dy. Executive Engineer Executive Engineer

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