S.R. to R&B Bhavan at Nanpura, Surat (Repairing and Renovation work)

Name of work :-

S.R. to R&B Bhavan at Nanpura, Surat (Reparing and Renovation work)

Bill of Quantities

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

Memorandum showing items of work to be carried out

Ite Quantity Unit Estimated Total Amount

Ite Quantity Unit Estimated Total Amount

Item of work In figure

1 Demolition of Brick work and stone masonry including stacking of serviceable 6.30 Cumt 577.92

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

2 Dismantaling santtary fittings like wash basin . W.C. pan Indian and European 3.00 Nos 425.93

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

3 Dismantaling C.I. pipes G.S.W.pipes and A.C. rain water pipes with fittings 110.00 Rmt 78.51

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

4 Excavation for foundation upto 1.50 mt depth including sorting out and 2.50 Cumt 123.13

stacking of useful materials and disposing the excavated stuff upto 50 mt

lead (A) Loose or soft soil.

5 Boring holes 3.5 m deep in ordinary soil (for cast in situ piles) and getting out 3.00 Nos 1561.19

the soil and disposal of the surplus excavated soil as directed within a lead of

50 Meter for following diameter of pipes.(iii) 300 mm

6 Providing T M T. bar reinforcement of Fe- 500D for R.C.C. work including 568.00 Kg 77.29

bending binding and placing in position etc complete for All floor

7 Providing and laying cement concrete 1:4:8 (1- Cement :4- coarse sand : 8- 0.30 Cumt 2769.69

hand broken stone aggregates 40 mm nominal size) and curing complete

excluding cost of formwork in (A) Foundation and Plinth

8 Providing and laying ordinary Cement concrete 1:1.5:3 (1- Cement 1.5- 1.10 Cumt 6301.39

coarse sand : 3- graded stone aggregates 20 mm nominal size) and curing

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

reinforcement for reinforced concrete work in Ground & Plinth BEAMS

9 Providing and laying ordinary Cement concrete 1:1.5:3 (1- Cement 1.5- 0.70 Cumt 4742.96

coarse sand : 3- graded stone aggregates 20 mm nominal size) and curing

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

reinforcement for reinforced concrete work in (d) Foundations, footings, and

Columns Up to Plinth level.

10 Providing and laying ordinary Cement concrete 1:1.5:3 (1- Cement 1.5- 0.90 Cumt 8975.87

coarse sand : 3- graded stone aggregates 20 mm nominal size) and curing

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

reinforcement for reinforced concrete work in Columns, pillars posts and

struts Ground Floor

11 Providing and laying ordinary Cement concrete 1:1.5:3 (1- Cement 1.5- 0.50 Cumt 6198.37

coarse sand : 3- graded stone aggregates 20 mm nominal size) for RCC work

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

of reinforced concrete work in coping on Ground Floor

12 Brick work using common burnt clay building bricks having crushing strength 9.00 Cumt 4503.04

not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:6 (1-

Cement : 6 -fine sand) (B) Conventional All Floor

13 20 mm Thick sand faced gutka cement plaster on walls upto height all meters 60.00 Sqmt 347.42

above ground level consisting of 12 mm Thick backing coat of c.m. 1:3 (1

cement : 3 sand) and 8 mm Thick finishing coat of c.m. 1:1 (1 cement :

sand) including 1cm x 1cm grooves as per directed complete.

14 Providing and fixing chromium plated brass half trun flush cock of approved 15.00 Nos 263.77

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

15 Providing and fixing screw down bib taps of following size.(A) Brass screw 15.00 Nos 186.83

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

16 Providing and fixing pillar tap, capstan head, screw down high pressure with 5.00 Nos 308.73

screws, shanks and back nuts.(i) 15mm dia.

17 Providing and fixing Urinal of approved quality including connection with trap 1.00 Nos 1640.22

and with integral longitudinal flush pipe.(A) Squating plate pattern white

earthenware 550mm x 300mm.

18 Providing and fixing Health Faucet ABS body with 1 meter SS braided 2.00 Nos 2149.79

connection pipe Cat No. : F8030109AB including all accassary and fitting

charges etc. complete.The BRAND should be as per given specification or

Equivalent or as per directed engineer incharge

19 Providing and fixing seat cover with hinge & rubber with all labours and 30.00 Nos 523.18

fixtures as directed by engineer-in-charge.

20 Providing and fixing PVC SWR Nahni trap IS 14735 for drain - 100 mm 30.00 Nos 599.64

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.

21 Providing and fixing brass screw down stop tap.(A) 15mm dia. 10.00 Nos 205.83

22 Providing laying and jointing in true line and level 15mm dia. U.P.V.C. Pipe ( 35.00 Rmt 72.65

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.

23 Providing laying and jointing in true line and level 25mm dia. U.P.V.C. Pipe ( 40.00 Rmt 91.84

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 thsolvent, including cost of all materials.

24 Providing laying and jointing in true line and level 40mm dia. U.P.V.C. Pipe ( 25.00 Rmt 148.12

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.

25 Providing, laying and jointing in true line and level 160 diametre U.P.V.C 10.00 Rmt 834.38

(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

26 Providing and fixing 12.5 Litres high level PVC flushing cistern with A pair of 6.00 Nos 1580.28

C.I. or Mild steel brackets,womplete with fittings such as syplionic

arrangement,15mm nominal size brass ball valve with polythene float,lever

G.I. China (60 cm. ) and pull union and couplings for connections with inlet,

outlet and overflow pipes etc.including cutting holes in walls and making

good the same (overflow pipe to be measured and paid fo separately )

27 Providing and fixing wsh down water closet (European type, W.C. Pan) with 1.00 Nos 1356.81

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

28 Providing and fixing washbasin with single hole for pillar tap with C.I. or M.S. 1.00 Nos 1533.32

brackets painted white including sutting holes and making good the same but

excluding fittings.(A) Vitreous China:(ii) Flat Back washbasin 550 mm x

400mm size. (i) In white colour.

29 Providing and fixing C.P. brass waste for washbasin or sink. (A) 32mm dia. 10.00 Nos 67.91

30 Providing and fixing M.I. fisher union for washbasin or sink. (A) 32mm dia. 10.00 Nos 78.75

31 Engaging mason with necessary equipment. 10.00 day 1181.80

32 Engaging Carpenter with necessary equipment. 15.00 day 1181.80

33 Engaging Plumber with necessary equipment. 15.00 day 1181.80

34 Labour engaged for the help of skilled mason, carpenter, Plumber and other 15.00 day 836.28

works like cleaning Terraces etc with necessary equipment.

35 Labour engaged for Cutting grass & unnecessry trees etc with necessary 15.00 day 864.06

36 Hiring double seated Zula for various work like color, plaster or any related 5.00 day 1111.00

work including all required laboure cost and other necessary equipment etc.

completed as per directed by engineer in charge.

37 Hire Charges of Tractor with Big Trolley, Driver, Fuel etc. for conveying earth 5.00 Trip 1222.10

debris & grass cutting with fuel charges & exceeding stuff through site of

work to specified location as per instruction of Engineer In Charge with all

38 Removing, Repairing and Refixing existing Alluminium window frame with 85.00 Nos 777.70

glass of all size shutter/frame, replacing all old fixtures with new locks,

screws etc. including repairing the shutter/frame with Rates includes all

labour charges for removing, repairing & refixing the window, all materials,

transport cost, taxes etc.and as directed by engineer in charge etc complete.

39 Removing, Repairing and Refixing existing Alluminium Venti frame with glass 5.00 Nos 251.49

of all size frame, with replacing old fixture and fastening with screws Fix

ventiltion etc. including repairing the shutter/frame with Rates includes all

labour charges for removing, repairing & refixing the Venti, all materials,

transport cost, taxes etc.and as directed by engineer in charge etc complete.

40 Providing and fixing window having extruded aluminum Colour Powder 13.00 Sqmt 1713.70

Coated section frame main outer size 63.50 x 38.10 x 1.95 mm(of Jindal

Section no:4605,@ Wt 1.094 Kg / Rmt), horizontal two track member size

61.85 mm x 31.75 mm x 1.20mm (of Jindal Section no: 8687 @ wt.of

Kg/mt), vertical member of size 61.85 mm x 31.75mm x 1.30 mm (of Jindal

Section no:8758 @ wt.of 0.0.659 Kg/mt) with sliding shutters of horizontal

member size 40mm x 18mm x 1.29mm (of Jindal Section no:8949 @ wt.of

0.456Kg/mt), vertical member of size 40mm x 18mm x 1.29mm (of Jindal

Section no:8947 @ wt.of 0.456Kg/mt/ Section 8948, @ 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.

41 Providing and fixing FRP frame size 100 x 50 mm and 35 mm thick FRP 5.00 Sqmt 2478.54

depress panel Single 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 retradat grade polyurethene foam done in situ along with embeded

wooden pieces for stiffening & also taking hinges & fintures.The whole FRP

frame & shutter is to be waterproof, weatherproof ,termite proof &

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

necessary screws & alluminum fixtures & fastenings & fartener sleeve.Colour

and Shade approved by Engineer-In-Charge. FRP Door

42 Removing, Repairing and Refixing Old existing wooden door shutter or FRP 32.00 Nos 1229.17

Door Shutter including repairing the shutter/frame using Randha machine

and replacing old fixture and fastening with new SS 304 grade fixtures like

Hinges, 1 Stoppers 20cm, 1 Aldrop 25cm, 2 Handle 15cm, 1 Tadi 20cm etc.

and as directed by engineer in charge etc comp.

43 Removing dry or oil bound distemper by a washing and scraping and sand 1603.00 Sqmt 11.87

papering the wall surface smooth including necessary repairs to scratches

44 Removing dry or oil bound distemper by a washing and scraping and sand 1105.00 Sqmt 13.54

papering the ceilings and sloping roofs. surface smooth including necessary

repairs to scratches complete.

45 Applying two coats of (white cement based) or (acrylic lappy (putty)) and 2086.00 Sqmt 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.

46 Wall painting (Two coats) with plastic emulsion paint of approved brand and 981.00 Sqmt 83.36

manufacture on undecorated wall surface to give an even shade including

one Coat water based Primer and throughly brushing the surface free from

mortar droppings and other foreign matter and sand papered smooth.

47 Wall painting (Two coats) with plastic emulsion paint of approved brand and 1105.00 Sqmt 89.04

manufacture on undecorated ceiling surface to give an even shade including

one Coat water based Primer and throughly brushing the surface free from

mortar droppings and other foreign matter and sand papered smooth.

48 Painting two coats (excluding priming coat) on previously painted steel and 481.00 Sqmt 90.37

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

including cleaning the surface of all dirt, dust and other foreign matter.

49 Finishing wall with weather proof exterior emulsion paint on wall surface 622.00 Sqmt 120.26

(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

50 Providing and fixing pre-cast Rubber Dye inter locking concrete block 60mm 150.00 Sqmt 706.93

thick with grade of concrete M300 pnumatic compressed/Vibrated

mechanically and as per approved design confieming to IS 15658:

including 35 mm Sand layer for levelling and filling the joint with sand in

proper line and level as per guidelines of IRC : SP 63-2018 etc complete.

51 Providing and Fixing 6 mm thick Lexan Polycarbonate multi wall roofing sheet 20.00 Sqmt 1441.90

fixed with hilti screw and rubber silicon sealer and alluminium strip of size

x 3 mm etc complete as directed by Engineer in charge.

52 Removing and scraping of old deteriorated plaster of any thickness from 10.00 sqmt 20.55

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

unserviceable material from the site of the work.

53 Providing and fixing concertina coil fencing with punched tape concertina coil 225.00 Rmt 349.46

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

upto 3mt height of wall with existing angle iron (50mm x50mm x5mm

)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, 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.

54 Providing, Making and fixing a decorative partition made of wood, as per the 30.00 Sqmt 2910.82

drawing or as directed by the Engineer-in-Charge. The partition will consist of

12mm thick ISI-marked plywood on both sides, fixed on a teakwood framing

grid with teakwood members (size 65mm x 38mm) placed 600mm center-to-

center on the vertical side, and on the horizontal side as per the design or

instructions of the Engineer-in-Charge. The wooden portion will include

12mm thick plywood on both sides, finished with a 1mm thick vinyl wooden

lamination sheet on the outer side, with the color and design of the

lamination as per the drawing or direction of the Engineer-in-Charge. If a

door is required as per the design, it will be made using 12mm thick plywood

on both sides with 1mm thick lamination, including a 25mm x 75mm frame,

beading on the outer side, a good quality door closer, Godrej lock, SS hinges,

and other necessary hardware. The rate includes all labor, material, screws,

khilli, fevicol, PU finish on the outer side of the plywood, taxes, and all work

completed as per the specifications and approval of the Engineer-in-Charge.

55 Providing, Making and fixing a decorative wooden partition as per approved 39.00 Sqmt 2738.11

drawings and instructions of the Engineer-in-Charge. The partition shall be

constructed with a teakwood frame of 65mm x 38mm sections, placed at

600mm c/c vertically and horizontally as per design. Both sides of the frame

shall be covered with 12mm thick ISI-marked plywood, finished on the

exposed surface with 1mm thick decorative vinyl lamination sheet of

approved shade and design. All frame edges and exposed portions shall be

properly polished with PU finish. The work includes supply of all materials,

labor, tools, adhesives, screws, nails, polishing, taxes, and complete finishing

of the partition as per Engineer-in-Charge.

56 Providing and supplying High back chair for conference with M.S frame work. 15.00 Nos 9665.70

Upholstered with Artificial leather/ Leatherette and molded PU foam,

together with molded seat & back covers. The back foam should be designed

with contoured lumber support for extra comfort. Caster of high durability &

hydraulic. The chair should have cylinder with 5 years warranty. The size of

chair 53cm x 79cm (Back side) and 51cm x 49cm (seat size). The PU foam

should be molded with density =45 ± 2 kg/m3. with One piece armrests. The

armrests are scratch and weather resistant. The permanent contact

mechanism is designed with 360° revolving type, 12º seat tilt 19° back tilt,

Front pivot for tilt with feet resting on ground ensuring more comfort, Tilt

tension adjestment, 5 position locking with anti-shock back mechanism,

Which should prevent the backrest from impacting the user when the lock is

released, static seat depth adjustment=0.5 cm 5 position locking. complete

as per sample approved and as directed by the Architect and approved by

the Engineer in Charge

57 Provision and placement of a "COMPUTER CHAIR (OVER HANGING ARM)" 23.00 Nos 6554.90

with the following characteristics: dimensions of 900/455mm (width) x

500mm (depth) x 560mm (height), a medium-back design, With head rest

and a nylon 5-pronged base, a high-density injection-molded PU seat with

fabric upholstery, an ergonomically contoured mesh backrest, a synchro tilt

mechanism with two-position locking, fixed PU padded armrests, and a

100mm gas lift for height adjustment. The chair must be maintenance-free,

tested for over 50,000 cycles, conform to IS standards, and require

confirmation by the Engineer-in-Charge before supply.

58 Providing, Making and Fixing an office Table with a side drawer unit, 22.00 Sqmt 14297.56

measuring 1500mm x 900mm x 750mm. The table's legs and frame are

constructed from 50mm x 50mm x 1.6mm and 50mm x 25mm x 1.8mm CRC

square pipes, powder-coated with a 50-micron finish. The apron is made

from 18mm thick MR grade plywood with a laminate finish. The drawer unit

(450mm x 550mm x 600mm) is built using 18mm thick MR grade plywood

with a laminate finish, featuring drawers that run on Ebco telescopic

channels and are equipped with Godrej/Ebco locks. The side table, measuring

900mm x 450mm x 700mm, has a top made from 36mm thick MR grade

plywood with a nail curvica laminate finish. The sides and shutters are crafted

from 18mm thick MR grade plywood with a laminate finish. The work

includes all materials, labor, and necessary fittings, completed as per the

drawing and instructions of the Engineer-in-Charge.

59 Providing, Making & fixing Computer table (With CPU Stand & Key board 9.00 Sqmt 10482.79

tray) of size 1.4 x 0.65 mt & height 0.75 mt using 30mm thick allproof

plywood of BWR confirming to IS 710, designs & grooves as directed by

architectural drawings, lamination of 1.0 mm thick in single or double shade

of green, broom or equivalent make of plain or texture finish including

necessary keyboard drawer, stand for CPU size 0.45mx0.65mx0.75 or size as

directed, necessary SS Screws, handles, magnet, hinges, khili, cable passing

arrangement also including telescopic channel of hetthich, teakwood foot

rest of size as directed, necessary teakwood beading, melamine polishing to

exposed edges inclding 1 mm lamination for all visible faces & white 0.8mm

lamination on bottom or non visible faces as directed by engineer-in-charge

60 Providing, fabricating, and supplying Boltless MS Storage Rack of overall size 6.00 Nos 6110.50

as per site requirement (2000 mm H × 900 mm W × 450 mm D) made from

powder-coated MS slotted angle uprights (approx. 1.6–2.0 mm thick) and

adjustable shelves of 0.8–1.0 mm thick cold-rolled MS panels. The rack shall

be of knock-down, boltless interlocking type construction with clip-on

connectors, ensuring quick assembly and disassembly without nuts & bolts.

Each shelf shall be capable of carrying a uniformly distributed load of

100–150 kg. The complete system shall be finished with anti-rust treatment

and epoxy powder coating (minimum 50–60 microns) in approved shade for

durability and long life. Supplied and installed as per manufacturer’s

specifications and as directed by the Engineer/Architect.

61 Providing and fixing eco-friendly light weight calcium silicate false ceiling tiles having Tegular edge & 25.00 Sqmt 1674.15

15 mm Thick Densified edges on the Tile Periphery for Extra Strength The Light weight calcium silicate

ceiling tiles shall have, light reflection 85% non-combustible as per B.S. 476 part IV, 100% humidity

resistance and also having thermal conductivity0.043° w/m KC.for the best thermal Insulation. The

Light weight calcium Silicate tile shall be of approved texture Fine fissured/ Spintone/ Cosmos having

NRC value of 0.5 & Globe having NRC value of 0.75 NRC or equivalent of size 595 X 595 mm to be laid

on true horizontal level suspended inter locking metal grid of hot dipped galvanized steel sections

(galvanizing @120 grams per sqm including both side) consisting of main ‘T’ runner suitably spaced at

joints to get required length and size of 24 X 38mm made from 0.30 mm thick (minimum) sheet,

1200mm centre to centre, and cross ‘T’ of size 24 X 28mm made out of 0.33mm (Minimum) sheet

spaced 1200mm along spaced between main 'T' at 600mm centre to centre to form agrid of

1200x600mm and size 24x48mm made of 0.30mm thick (Minimum) sheet to be interlocked at middle

of the 1200x600mm panel to form grid of size 600x600mm resting on periphery walls/partitions on a

perimeter wall angle pre-coated steel of size (24x24x3000mm made of 0.40mm thick (minimum) sheet

with the help of rawl plugs at 450mm centre to centre with 25mm long dry wall screws @ 230mm

interval and laying 15mm thick densified edges light weight calcium silicate ceiling tiles of approved

texture (Fine fissured/Cosmos/ Spintone) in the grid including cutting/making opening for services like

diffusers, grills, light fittings, fixtures, smoke dtectors etc., wheneveer required, Main 'T' runners to be

suspended from ceiling using G.I. slotted cleats of size 25x35x1.6mm fixed to ceiling with 12.5mm dia

and 50mm long dash fasterners, 4mm G.I. adjustable rods with galvanized steel evel clips of size

85x30x0.8mm, spaced at 1200mm center to centre long main 'T' bottom exposed with 24mm of all T-

sections and also provide additional frame work and suspended G.I. support as required height shall

be pre-painted with polyester baked paint, for all heights, as per specifications, drawings and as

directed by engineer-in-charge. Note:- Only calcium silicate false ceiling area will be measured from

wall to wall. No deducation shall be made for exposed frames/opening (cut outs) having area less than

0.30sqm. The calcium silicate ceiling tiles shall fissured/Spintone/Cosmos and 0.75 NRC for Globe, light

reflection 85% non-combustible as per B.S. 476 part IV, 100% humidity resistance and also having

thermal conductivity. 0.043 w/m KC for the best thermal Insulation.

62 Dismentaling of sheet roofing including ridges, Hips,Valleys, Gutters etc. 204.00 Sqmt 56.79

stacking of serviceable materilas and disposal of unserviceable materials with

all lead and lift. (ii) ACP Sheet

63 Removing, Repairing and Refixing existing Ridge flashing for roof panel shall 86.00 Sqmt 222.20

be made out of 0.5 mm thick pre coated GI sheet . The Precoated sheet shall

be of minimum 240 mpa steel grade confirming to IS 14246:1995 and shall

have zinc coating of minimum 120 gsm as per IS:277:1992 , 5-7 microns

epoxy primer on both side of the sheet and polyester top coat 15-18 micron.

The PPGI Sheet shall have plastic protective guard film of minimum

microns to avoid scratches during transportation. The ridge shall be fixed to

the steel members by pop rivet or self drilling/self stitching fastners @

maximum 450 mm c/c along length of capping/flashing etc complete.

64 Aluminium Composite panelling to drop -fin and front coloum,etc.supply & 204.00 Sqmt 2145.24

fixing of aluminium composite panel(ACP),4 mm thick in requied colours for

interious/exterious consisting of two layers of aliminium skins of 0.25 mm

thick sandwiching a thermo plastic core in contiouns lamination process with

PVDF coating for interior/exterior grades enduring long colour and no fungal

attacks.base Frame work with aluminium sectoin of 65mm x 25mm shall be

Fixed over the brick work and above aliminium panels shall be fixed to the

frame work as cladding with material-sillicone Dowcorring 789 weather

silicone in 995 dow corring. it includes cost of materials ,accesories

,adhesives ,scaffolding, wastages,transpot,taxes,fixing in to a near finish in

aesthetic point of view,without any undulation in facies all complete as per

drawing and instuction of engineer-in charge.

65 Providing and fixing of Ridge flashing for roof panel shall be made out of 0.5 55.00 Sqmt 867.39

mm thick pre coated GI sheet . The Precoated sheet shall be of minimum

mpa steel grade confirming to IS 14246:1995 and shall have zinc coating of

minimum 120 gsm as per IS:277:1992 , 5-7 microns epoxy primer on both

side of the sheet and polyester top coat 15-18 micron. The PPGI Sheet shall

have plastic protective guard film of minimum 25 microns to avoid scratches

during transportation. The ridge shall be fixed to the steel members by pop

rivet or self drilling/self stitching fastners @ maximum 450 mm c/c along

length of capping/flashing etc complete.

66 Removing, Repairing and Refixing existing Steel work, welded in built up 3645.00 Kg 22.22

sections framed work including cutting, hoisting, fixing in position and

applying a priming coat of read lead paint & two coat oil paint. (A)In beams

and joists, channels angles Tees, flats, with connecting plates or angle cleats

as in main and cross beams. Hip and jack rafters, purlins conneted to

common rafters and the like.

67 Steel work, welded in built up sections framed work including cutting, 608.00 Kg 91.08

hoisting, fixing in position and applying a priming coat of read lead paint &

two coat oil paint. (A)In beams and joists, channels angles Tees, flats, with

connecting plates or angle cleats as in main and cross beams. Hip and jack

rafters, purlins conneted to common rafters and the like.

68 Dismentaling of sheet roofing including ridges, Hips,Valleys, Gutters etc. 36.00 Sqmt 50.11

stacking of serviceable materilas and disposal of unserviceable materials with

all lead and lift.(i)G.I.sheet roofing.

69 Dismentling steel work including distempering and stacking the materials 360.00 Kg 3.85

with all lead and lift.

70 Providing & fixing Wooden cupboard of Required size using 12mm thick 36.00 Sqmt 8713.27

plywood all proof, on back side both side, top, bottom and shelves are of

19mm thick ply & shutters are of 25mm thick ply all proof with teakwood

batten & 1 mm lamination in single or double shade & colour as directed on

all visible face and 0.80 mm white lamination on all non visible faces

including SS fixtures & fastening, Godrej lock etc. good quality as directed by

engineer-in-charge etc. complete.

71 Providing and fixing polished 18 mm thick black granite with all Exposed 13.00 Sqmt 2061.41

Edges Polished and Chamfered and double side polished of approved quality

in between urinal ,Cub board and fixing with cement slurry & adhesive With

Wall including moulding of both exposed edges as directed by engineering in

charge etc. complete.

72 Providing, Making and Fixing an drawer unit Table, measuring 600mm 0.40 Sqmt 21598.85

x600mm x 750mm. The drawer unit (600mm x600mm x 250mm) is built

using 18mm thick MR grade plywood with a laminate finish, featuring

drawers that run on Ebco telescopic channels and are equipped with

Godrej/Ebco locks. The work includes all materials, labor, and necessary

fittings, completed as per the drawing and instructions of the Engineer-in-

73 Providing and fixing Roller blinds of made out of imported fabric including 12.20 Sqmt 3166.35

channels ropes runners ,weights etc as per design and installed as per with

proper fixing as directed by engineer in charge

Rupees Thirty One Lakh(s) Five Thousand Three Hundred Eighty Two And Paise Thirty Five Only

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

estimated rates mentioned above amount of my/your tender works out as under.

*Estimated Amount *Estimated Amount

put to Tender Rs. 3105382.35 put to Tender Rs.

Deduction …………….. % below………………… Add ………… % above Rs. …………….

The Credit Value of Dismentalled Materials of Amount Rs.15,533.00 (Rupees Fifteen Thousand Five

Hundred Thirty Three Only) shall be recovered from the 1st Running Bill of the Contractor.

2 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.

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

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

5 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

6 GST will be paid extra as per Govt. amendment.

Signature of contractor Deputy Executive Engineer

Surat (R&B) Sub-Division No.

Executive Engineer

Surat (R&B) Division No.1