REPAIRING AND RENOVATION OF EMRS SCHOOL BUILDING AT INDU , TA:VYARA, DIST : TAPI

m Quantity Unit Amount

Specifications) Figures

1 Demolition and disposal of unserviceable materials with all lead and lift.(i) 207.90 CMT. 624.49

Cement concrete.

2 Demolition including stacking of serviceable materilas and disposal of 40.86 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 6.62 CMT. 564.15

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

Cement Mortar.

4 Dismentaling tiled of stone floors laid in mortar including stacking of serviceable 636.00 SMT. 49.40

materilas and disposal of unserviceable materials with all lead and lift.

5 Dismentling doors, windows, ventilators etc. (wood or steel) shutters including 13.00 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 258.00 RMT. 76.96

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

7 Dismantling santtary fittings like wash basin . W.C. pan Indian and European 24.00 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 / 1565.80 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- 192.782 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 complete 5.40 CMT. 6588.07

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 110867.90 Kg . 77.29

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 2.07 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 10.80 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 160.00 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

SHEDULE B Page

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

m Quantity Unit Amount

Specifications) Figures

15 20mm thick sand faced cement plaster on walls upto height 10 metres above 185.00 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 8.82 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 374.00 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 risers 180.00 SMT. 1169.98

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 12.60 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 10.08 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 & window 35 mm thick shutters for 130.48 SMT. 2474.50

Doors, windows any track of aluminium window and clear story windows and

4mm frosted glass including Two coats of oil paint to 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 2.70 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

Ventilation

SHEDULE B Page

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

m Quantity Unit Amount

Specifications) Figures

23 Removing old colour by a washing and scraping and sand papering the wall 633.24 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.

24 Applying priming coat over new steel and other metel surface and wooden 75.00 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.

25 Steel work welded in built up sections, framed work including cutting, hoisting, 27.90 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.

26 Providing and laying integral cement based water proofing treatment including 1626.00 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

(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.

27 Providing and laying broken chine mosaic flooring for terrace using 12 1386.00 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.

SHEDULE B Page

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

m Quantity Unit Amount

Specifications) Figures

28 Providing & Fixing 2 mm thick Solid Polycarbonate sheet for expation joint 62.40 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.

29 Providing and fixing rebar of following diameter using chemical grout of 400.00 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 BAR

30 Crack Repairs:-Crack filling using fiber reinforced polymer modified mortar after 300.00 RMT. 202.00

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

31 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

SHEDULE B Page

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

m Quantity Unit Amount

Specifications) Figures

32 Providing and fixing water closet squatting Pan (Indian type W.C. Pan) size 16.00 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

33 Providing and fixing washbasin with single hole for pillar tap with C.I. or M.S. 6.00 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.

34 Providing and fixing PVC SWR Nahni trap IS 14735 for drain - 100 mm 30.00 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.

35 Providing and fixing screw down bib taps of following size.(A) Brass screw down 30.00 No 186.82

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

36 Providing and fixing Gun metal check or non-return fullway wheel valve. 25mm. 3.00 No 420.63

37 Providing and fixing Gun metal check or non-return fullway wheel valve. 40mm. 2.00 No 663.42

38 Providing and fixing chromium plated brass half trun flush cock of approved 3.00 No 263.77

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

39 Providing and fixing ball cock of approved. quality as directed.(A) Copper Metal 3.00 No 132.88

(A) 25mm. dia.

40 Providing laying and jointing in true line and level 15mm dia. U.P.V.C. Pipe ( 112.00 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 all

materials.

41 Providing laying and jointing in true line and level 25mm dia. U.P.V.C. Pipe ( 78.00 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 all

materials.

42 Providing laying and jointing in true line and level 40mm dia. U.P.V.C. Pipe ( 15.00 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 all

materials.

SHEDULE B Page

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

m Quantity Unit Amount

Specifications) Figures

43 Providing, laying and jointing in true line and level 110mm diametre U.P.V.C 255.00 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.

44 Providing and fixing S.W. gully trap with C.I. grating brick masonry chamber and 4.00 No 1246.91

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

45 Constructing Brick masonry road gully chamber 500mm x 450mm x 600mm 4.00 No. 2017.19

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

46 Constructing brick masonry chamber for underground C.I. Inspection chamber 4.00 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 pipe line.

47 Providing laying (to level or slopes) and jointing reinforced concrete Light duty 10.00 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)

150 mm dia.

48 Providing laying (to level or slopes) and jointing reinforced concrete Light duty 10.00 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)

250 mm dia

49 Providing & fixing G.I. Rain water spout of 50 mm.dia & 30 cm length etc. 12.00 No. 101.90

50 Providing and fixing in position cowel went to pipes.(C) 100mm dia 6.00 No. 505.17

51 Providing erecting and fixing double coated PVC. (ISI) water tank of required 2000.00 LIT. 3.94

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

52 Excavation for foundation upto 1.5 m depth including sorting out and 1599.90 CMT. 120.00

stacking of useful materials and disposing off the excavated stuff upto

Meter lead. (A) Loose or soft soil ( I ) 0 To 1.5 mt. Depth

SHEDULE B Page

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

m Quantity Unit Amount

Specifications) Figures

53 Excavation for foundation upto 1.5 m to 3.0 m depth including sorting out 1053.68 CMT. 132.86

and stacking of useful materials and disposing off the excavated stuff upto

50 Meter lead. (A) Loose or soft soil ( II ) 1.5 To 3.0 MT Depth

54 Filling available excavated earth (Including rock in trenches plinth, sides of 1569.36 CMT. 133.65

foundations etc. in layers not exceeding 20 cm. in depth consolidating each

deposited layer by ramming and watering)

of 20 cm. Thickness. Incl. watering, ramming & consolidation etc. complete.

56 Watering of earthwork as directed. 28975.00 CMT. 9.46

57 Rolling and watering of earth work in layers with power roller inclduing filling in 28975.00 CMT. 13.42

depressions which occur during the process

58 Providing and laying controlled cement concrete M.250 and curing complete 631.88 CMT. 4534.90

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/ Raft

59 Providing and laying controlled cement concrete M.250 and curing complete 7.15 CMT. 7176.05

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 Plinth

60 Providing and laying controlled cement concrete M.250 and curing complete 38.85 CMT. 7176.05

inculding the cost of formwork and Excluding reinforcement for reinforced

concrete work in in All Types of Column D) Column, Pillers, posts and struts

upto Ground Floor

61 Providing and laying controlled cement concrete work M250 and curing complete 72.37 CMT. 6450.87

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

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

62 Providing and laying controlled cement concrete work M200 and curing complete 531.30 CMT. 6546.82

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

reinforced concrete work in All Types of Wall,All Thickness in Walls PARDI

upto Ground Floor

63 Brick work using common brunt clay building bricks having crushing strength 253.18 CMT. 4121.54

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 upto Plinth

64 20mm thick sand faced cement plaster on walls upto height 10 metres above 3614.40 SMT. 337.52

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 to First Floor

65 Finishing wall with weather proof exterior emulsion paint on wall surface (two 3614.40 SMT. 117.40

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

SHEDULE B Page

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

m Quantity Unit Amount

Specifications) Figures

66 Providing and fixing concertina coil fencing with punched tape concertina coil 713.00 RMT. 622.16

600 mm dia 10 mt openable length having 50 no rounds per 6 mt length, upto

3mt height of requird shaped As per Directed Engeenier in charge. placed 2.4mt

or 3.00mt apart and with 4 horizontal R.B.T. reinforced barbed wire(3 mm) , stud

tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts

or G.I.barbed wire tied to angle iron& necessary of paint all complete as per

direction of Engineer-in-charge, with reinforced barbed tape (R.B.T.)/Spring core

(2.5 mm thick) and weight 43.478 gm/meter at compound wall for ESR M4/

intakewell.

Rupees Three Crore FourtyThree Lakh FiftyFive Thousand TwentySix Paise ThirtySeven Only

An amount of Rs.1,82,257.07 (Rupees One Lakh Eighty Two Thousand Two Hundred Fifty Seven Paise Seven 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.

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. 3,43,55,026.37 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.1,82,257.07 (Rupees One Lakh Eighty Two Thousand Two Hundred Fifty Seven Paise Seven 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

SHEDULE B Page