REPAIRING AND RENOVATION OF GOVERNMENT HOSTEL (BOYS) BUILDING & DRY HOSTEL BUILDING BOYS AT SINGI TA:VYARA, DIST : TAPI

NAME OF WORK : REPAIRING AND RENOVATION OF GOVERNMENT HOSTEL (BOYS) BUILDING & DRY HOSTEL

BUILDING BOYS AT SINGI TA:VYARA, DIST : TAPI-VYARA

BILL OF QUANTITIES

Item Description of Item (With brif Specification And Reference to Book of Rate in

Quantity Unit Amount

No. Specifications) Figures

1 Demolition and disposal of unserviceable materials with all lead and lift.(i) 119.88 CMT. 624.49

Cement concrete.

2 Demolition including stacking of serviceable materilas and disposal of 39.38 CMT. 1084.29

unserviceable materials with all lead and lift. (i) R.C.C. work

3 Demolition of Brick work and stone masonry including stacking of serviceable 74.85 CMT. 564.15

materilas and disposal of unserviceable materials with all lead and lift.(ii) In

4 Dismentaling tiled of stone floors laid in mortar including stacking of 1046.34 SMT. 49.40

serviceable materilas and disposal of unserviceable materials with all lead and

5 Dismentling doors, windows, ventilators etc. (wood or steel) shutters including 306.00 EACH 257.62

chowkhats architraves, holdfasts and other attachment etc. complete and

stacking them within all lead and lift.(ii) exceeding 3 Sq.M. in area.

6 Dismentling C.I. pipes G.S.W.pipes abd A.C. rain water pipes with fittings and 552.00 RMT. 76.96

clamps including stacking the materials with all lead and lift ( for any dia, of

7 Dismantling santtary fittings like wash basin . W.C. pan Indian and European 64.00 EACH 415.78

type, flushing tank etc. including stacking the materials with all lead and lift.

8 Removing and scraping of old deteriorated plaster of any thickness fromm wall / 1143.45 SMT. 20.05

R.C.C member including stacking of serviceable material and disposal of

unserviceable from site of work with all lead and lift

9 Providing and laying cement concrete 1:2:4 (1- Cement :2- Coarse sand : 4- 66.38 CMT. 3966.27

graded stone aggregates 20 mm nominal size) and curing complete including

cost of formwork in (A) Foundation and Plinth (A) PCC

10 Providing and laying controlled cement concrete work M200 and curing 9.94 CMT. 6588.07

complete including the cost of form work but excluding the cost of

reinforcement of reinforced concrete work in All Types of Wall Pardi, Walls

11 Providing and fixing TMT bars Fe-500D steel reinforcement for R.C.C. work 2246.60 Kg . 78.30

including binding, bending and placing in position complete upto floor two level

,Ground Floor , First floor , Terrace Floor All Floor Level.

12 Brick work using common brunt clay building bricks having crushing strength 73.12 CMT. 4445.01

not less than 35 kg/sqcm. in foundation and plinth in cement mortar 1:6 (1

cement :6 fine sand) etc.comp. (B) Conventional All Floor

13 Half brick masonry in common brunt clay building bricks having crushing 70.08 SMT. 675.69

strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 -

coarse sand ) in (B) Conventional , All Floor

14 Providing 15mm thick cement plaster in single coat on Rough (Similar)side of 1584.42 SMT. 247.45

single or Full/half brick walls for interior plastering upto floor all level and

finished even and smooth in (ii) Cement mortar 1:4 (1-cement :4-sand) mixing

of water proofing plaster SBR. All Floor

15 20mm thick sand faced cement plaster on walls upto height 10 metres above 315.21 SMT. 412.08

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. with mixing of water proofing plaster SBR All Floor

16 Providing and laying polished Granite Slab 18mm thick in Flooring,Risers of 398.01 SMT. 2502.78

steps, Dedo, window sill, jembs and pillars laid 20mm thick Cement Mortar 1:4

(1-Cement : 4-Coarse Sand) fixing with adhesive and jointed with Grey Cement

Slurry including full molded round front edges , rubbing and polishing etc.

complete.Unit rate of 1 Sq.Mt.

17 Providing and laying Virtified tiles 8 to 10 mm thick , 24'' x 24'' in flooring 1178.34 SMT. 1099.95

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.

18 Providing and laying Virtified tiles 8 to 10 mm thick , 24'' x 24'' in skrting 813.54 SMT. 1169.98

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

sand) and jointed with white cement slurry,

19 Providing and fixing flush door both sides laminated andshutter fabricated from 8.40 SMT. 4501.57

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 12823 grade I type II including three coats of lacquer polishing to exposed

wooden surfaces and Stainless steel decorative type designs fixtures / fastening

2Nos. Handles, 2Nos. Aldropes, towerbolt etc. as per architectural detailed

drawing and as directed by engineer in charge..

20 Providing and fixing FRP frame size 125x65 mm and 35mm thick FRP shutter 53.76 SMT. 2615.04

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

21 Providing and fixing, repairing of door two side 8mm ply semi water proof with 136.71 SMT. 3807.70

1mm lamination two side for Doors, including side teak wood 55 x 20 m pati all

side with polise Two coats of wooden surfaces and Stainless steel decorative

type designs all necessary fixtures / fastening with ancore fastening of old

granite or teak wood frame all labour etc.as directed by engineer in charge.

22 Providing and fixing standared extruded of alluminium section of size 63mm x 20.04 SMT. 1175.55

38.10mm x 1.2mm , @ Wt. 0.643 Kg/mt with colour Powder Coated alluminium

frame for ventilation with 5 mm thick frosted glass as details etc complete for

23 Providing and fixing M.S. grill of required pattern of windows etc. with M.S.. 400.80 Kg. 113.12

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 etc complete (A)Plain grill

24 Removing old colour by a washing and scraping and sand papering the wall 8490.27 SMT. 92.96

surface smooth including necessary repairs to scratches complete and Wall

painting (two 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.

25 Removing old colour by a washing and scraping and sand papering the wall 5578.94 SMT. 164.86

surface smooth including necessary repairs to scratches complete and Priming:

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

Application of putty is not recommended.Minimum 4-6 hours duration is

required between each coat of weather shield max paint Finishing wall with

weather proof max exterior 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

26 Applying priming coat over new steel and other metel surface and wooden 1063.68 SMT. 125.72

window and door after and including preparing the surface by throughly

cleaning, oil,grease, dirt and other foreign matter and scoured with brushes fine

steel wood, scrapers and sand paper with ready mixed priming paint brushing

red lead. and Painting two coats (excluding priming coat) on new steel and other

metal surface with enamel paint, brushing, interior to give an even shade

including cleaning the surface an even shade including cleanicn the surface of all

dirt, dust and other foreign matter.

27 Steel work welded in built up sections, framed work including cutting, hoisting, 82.42 Quintal 9108.48

fixing in position and applying a priming coat of red lead paint :-

(A) In beams and joints channels angles, column, tees, flats with connecting

plates or angle cleats as in main and cross beams, hip and jack rafters, purlins

connected to common rafters and the like.

28 Providing and laying integral cement based water proofing treatment including 960.86 SMT. 906.98

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 2.75 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

(c) Crack Repairs:-Crack filling using fiber reinforced polymer modified mortar after

openning crack in "V" grove, Making Surface dust free, with a bond coat of polymer as

per the data sheet for crack repairing cracks less than 10mm,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 65 mm.

(d) The whole terrace so finished shall be flooded with water for a minimum period of

two weeks for curing and for final test. All above operations to be down in order and as

directed and specified by the engineer-in-charge. With average thickness of 120 mm and

minimum thickness at khurra as 65 mm. (Cement consumption 0.511 Bags / S.M.)

NOTE :- (1) The whole work is to be executed through specialized agency

with a guarantee of 10 (Ten) years given on a prescribed proforma duly stamped (2)

The rate shall include for work at all floors & conducting water proof test as

directed. Unit Rate of 1 Sq.Mt.

29 Providing and laying broken chine mosaic flooring for terrace using 12 799.16 SMT. 765.97

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.

30 Providing and fixing Stainless Steel railing having 50 mm dia hollow stainless 369.60 KG. 434.30

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 Height As Per Drawing As per Consultant Drawing

Suggesion & Instruction & EIC.

31 Providing & Fixing 2 mm thick Solid Polycarbonate sheet for expation joint 208.00 SMT. 1103.93

cover & side wall expation joint covered with surface of the sheet is coated with

an anti-UV Co-extrusion layer having good weather resistance, it can maintain

its optical properties and mechanical performance for a long time. Fasting is

usually done by screws. , The fastening screws should be inserted about 150 mm

apart and 200mm apart Along the supporting wall or rcc mamber or internal

purlin and edge pulin.All fixing holes with diameter at least 2 mm larger than

screw must be predrilled into each screw location. The screws should be 6mm

diameter with length according to sheet thickness and corrosion resistant, with at

least heavy duty hot dripped galvanized or stainless steel. Excluding the cost of

purlins rafter and trusses with scaffolding.

32 Providing & Fixing 2 mm thick Solid Polycarbonate sheet for expation joint 82.80 SMT. 1974.55

cover & side wall expation joint covered with surface of the sheet is coated with

an anti-UV Co-extrusion layer having good weather resistance, it can maintain

its optical properties and mechanical performance for a long time. Fasting is

usually done by screws. , The fastening screws should be inserted about 150 mm

apart and 200mm apart Along the supporting wall or rcc mamber or internal

purlin and edge pulin.All fixing holes with diameter at least 2 mm larger than

screw must be predrilled into each screw location. The screws should be 6mm

diameter with length according to sheet thickness and corrosion resistant, with at

least heavy duty hot dripped galvanized or stainless steel. Excluding the cost of

purlins rafter and trusses with scaffolding.

33 Providing and fixing rebar of following diameter using chemical grout of 600.00 NOS. 161.60

Swanchore/Hilti/Fischer or equivalent make including cost of all

equipments, tools, material, labour, etc. Standard procedure as

mentioned in manufacturer's specifications shall be strictly followed, which shall

be submitted and got approved from the authority prior to start of work.

The rate shall also include cost of drilling of hole of required diameter

and depth as mentioned in manufacturer's specification, cleaning the hole

with required air blower and other necessary tools and tackles, positioning,

providing and grouting chemical, allied fixtures and fasteners, etc. but

excluding the cost of reinforcing bar etc. complete. Item includes necessary

scaffolding, staging, labour, tools and equipments, etc. complete as directed

by the engineer-in-charge. 8 MM DIA BAR,10 MM DIA BAR,12 MM DIA

34 Crack Repairs:-Crack filling using fiber reinforced polymer modified mortar 320.00 RMT. 202.00

after openning crack in "V" grove, Making Surface dust free, with a bond coat of

polymer as per the data sheet for crack repairing cracks less than 10mm

35 Providing and fixing wash down water closet (European type, W.C. Pan) with 4.00 No 3998.02

integral P or S trap including jointing the trap with soil pipe in Cement Mortar

1:1 (1-Cement : 1-fine sand) inculding 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 inculding of 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 . (A) vitreous China Pattern

:(i) in white colour

36 Providing and fixing water closet squatting Pan (Indian type W.C. Pan) size 20.00 No 1426.85

580mm 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. Including of Providing

and fixing in Cement Mortar 1:3 (1-Cement : 3-coarse sand)a, pair of white

vitreous China 250mm x 130mm x 30mm footrest to long pattern squatting pan

water closet. (A) Vitreous China.(I) Long pattern = White colour

37 Providing and fixing washbasin with single hole for pillar tap with C.I. or M.S. 20.00 No 2067.87

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, capstan head, screw down high pressure with screws, shanks

and back nuts. (i) 15mm dia.,Providing and fixing brass screw down stop

tap.(A) 15mm dia..(A) Vitreous China:(ii) Flat Back washbasin 550 mm x v

400mm size. (i) In white colour.

38 Providing and fixing PVC SWR Nahni trap IS 14735 for drain - 100 mm 40.00 No 585.36

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.

39 Providing and fixing screw down bib taps of following size.(A) Brass screw 100.00 No 186.82

down bib tap polished bright. (i) 15mm dia.

40 Providing and fixing Gun metal check or non-return fullway wheel valve. 25mm. 24.00 No 420.63

41 Providing and fixing Gun metal check or non-return fullway wheel valve. 40mm. 6.00 No 663.42

42 Providing and fixing chromium plated brass half trun flush cock of approved 24.00 No 263.77

quality including fixing in pipe line etc. complete.(ii) 25mm dia.

43 Providing and fixing ball cock of approved. quality as directed.(A) Copper 4.00 No 132.88

Metal (A) 25mm. dia.

44 Providing laying and jointing in true line and level 15mm dia. U.P.V.C. Pipe ( 216.00 RMT. 72.64

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

45 Providing laying and jointing in true line and level 25mm dia. U.P.V.C. Pipe ( 276.00 RMT. 91.83

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

46 Providing laying and jointing in true line and level 40mm dia. U.P.V.C. Pipe ( 60.00 RMT. 148.11

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

47 Providing, laying and jointing in true line and level 110mm diametre U.P.V.C 488.00 RMT. 857.65

(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.

48 Providing and fixing S.W. gully trap with C.I. grating brick masonry chamber 14.00 No 1246.91

and water tight C.I. cover with frame of 300mm x 300mm size (inside) with

standard weight.(i) Square mouth traps.(B) 150mm x 100mm size P or R type

49 Constructing Brick masonry road gully chamber 500mm x 450mm x 600mm 14.00 No. 2017.19

including 500mm x 450mm C.I. horizontal grating wih frame complete.

50 Constructing brick masonry chamber for underground C.I. Inspection chamber 18.00 No 2932.92

and bends with briocks having croshing 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

51 Providing laying (to level or slopes) and jointing reinforced concrete Light duty 120.00 RMT. 254.89

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)

52 Providing laying (to level or slopes) and jointing reinforced concrete Light duty 40.00 RMT. 356.73

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)

53 Providing & fixing G.I. Rain water spout of 50 mm.dia & 30 cm length etc. 6.00 No. 101.90

54 Providing and fixing in position cowel went to pipes.(C) 100mm dia 24.00 No. 505.17

55 Providing erecting and fixing double coated PVC. (ISI) water tank of required 8000.00 LIT. 3.94

capacity each with all necessary fittings and connection etc. complete on terrace.

56 Box cutting the road surface to proper slope and camber for making abase for 81.00 CMT. 106.64

road work including removing the excavasted stuff and depositing on the road

side slope as directed up to 50 Mtr. Lead

57 Clearing and grubbing road land including uprooting rank vegetation grass 0.27 Hect 28455.09

bushes,shrubs,sapling and trees girth up to 300 mm removal of stumps of trees

cut earlier and disposal of unserviceable materials (C) By mechanical means in

area of light jungle

58 Supplying of crushed stone aggregates, chippings etc. of hard stone of following 40.50 CMT. 513.00

nominal size free of disintegrated pieces deletarious and oraganic mater (for

Bitumen surface dressing etc.) and grading as per I.R.C. Code.(i)

59 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete 270.00 SMT. 704.07

block 60mm thick with grade of concrete M300 pnumatic compressed / vibrated

mechanically and as per approved design Confirming to IS 15658 :

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.

60 Providing and fixing pre-cast concrete kerb stone of gray cement based concrete 120.00 RMT. 370.68

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.

Rupees One Crore Sixteen Lakh SixtyTwo Thousand One Hundred Ninety Paise EightySeven Only

An amount of Rs.2,49,100.00 (Rupees Two Lakh FourtyNine Thousand One Hundred Only) towards estimated salvage value of dismantelled

likely to be available from dismentalling the existing structure shall be recovered from the 1st R.A. Bill of this work irrespective of the quantit

received on site.

I we am / are willing to carry out the work at …................................ % above/ Below percent ( Should Be writen in figures And words)

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

Estimated Amount Put to tender. 1,16,62,190.87 Estimated Amount Put to tender.

Deduct…........ % Below Deduct…........ % Below

In Words In Words

(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

(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) An amount of Rs.2,49,100.00 (Rupees Two Lakh FourtyNine Thousand One Hundred Only) towards estimated salvage value of

dismantelled materials likely to be available from dismentalling the existing structure shall be recovered from the 1st R.A. Bill of this work

irrespective of the quantity actually received on site.

Signature of Bidder

Executive Engineer

Tapi ( R&B) Division