Necessary Civil Reparing and Maintainance work at Kankaria one tree hill garden Kankaria zoo toilet reparing and diff locations inside kankaria parisar in Maninagar Ward South Zone

Name of Work:- Necessary Civil Reparing & Maintainance work at Kankaria one

tree hill garden, Kankaria zoo toilet reparing and diff.locations inside kankaria

parisar in Maninagar Ward, South Zone

AUTHORITY -- ENGINEER --

DY. MUNICIPAL COMMISSIONER (SOUTH ZONE) ADD. CITY ENGINEER (SOUTH-ZONE)

AMDAVAD MUNICIPAL CORPORATION AMDAVAD MUNICIPAL CORPORATION

SOUTH ZONE OFFICE SOUTH ZONE OFFICE

Dr SHYAMA PRASAD MUKHRJEE BHAVAN Dr SHYAMA PRASAD MUKHRJEE BHAVAN

OPP. MANINAGAR FIRE STATION, RAMBAG. OPP. MANINAGAR FIRE STATION, RAMBAG

AMDAVAD – 380008 AMDAVAD –

AHMEDABAD MUNICIPAL CORPORATION

MAHANAGAR SAVA SADAN

South zone office Building, Rambaug, Maninagar Ahmedabad

Tender Notice No – 02/2026-27

On Line Tenders (E-Tendering)

Tendering) are invited by Ahmedabad Municipal Corporation

from the eligible interested bidders who fulfill the qualifying criteria as specified by AMC

for different Road,water, Drainage/SWD & Building work of South zone.

Sr. Department No.of

The details may be download of above notice will be available in

www.ahmedabadcity.gov.com from Date: 26-05-26 to 16-06-26 up to 18.00 Hrs.Prescribed

form as well as Price bid should be submitted online so as to reach at address cited below

on or before date 16-06-26 up to 16.00 Hrs. All relevant documents must be submitted by

speed post or hand delivery along with processin

g fees as mentioned in the Tender document

on date: 17-06-26 up to 16.00 Hrs.

Assistant Manager (South zone), Ahmedabad Municipal Corporation

South zone Office Building, Rambaug, Maninagar, Ahmedabad

Deputy Municipal Commisioner

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

TENDER FORM (SOUTH ZONE)

Name of work :- Necessary civil repairing & maintainance work at kankaria one tree hill garden, kankaria zoo

toiletreparing and diff. locations inside kankaria parisar in Maninagar ward, Southzone. (ARC).

Qty Description Rate Unit

1 Demolition incl. stacking of serviceable

materials & disposal of unserviceable materials

with all lead and lift.

1.00 (a) R.C.C. work 1047.38 Cmt

1.00 (b) Brick work in Cement mortar 544.95 Cmt

5.00 (C) Plaster 19.38 Smt

5.00 (d) Tiles or Stone flooring 47.25 Smt

1.00 (e) Sheet roofing 53.55 Smt

1.00 (f) Doors,Windows ventilators (wood/steel) 185.85 No

2 Dismantling barbed wire fencing / Chainlink

Fencing including making rolls and also

including dismantling fanning posts including

all earth work concrete in the base and

1.00 making good the disturbed ground stacking 66.15 Rmt

unseal materials as directed and disposing all

the unserviceable materials with all leads al lifts

& carting to AMC Store as directed by engg. in

3 Excavation for foundation upto 1.5 m depth

including sorting out and stacking of useful

materials and disposing off the

excavated stuff upto 50 Meter lead.(A) Loose or

1.00 (a) 0 to 1.5 mtr depth 201.81 Cmt

1.00 (b)1.5 to 3.0 mt. depth. 222.72 Cmt

1.00 (c)3.0 to 5.0 mt. depth 243.62 Cmt

4 Providing and laying cement concrete 1:4:8 (1 -

Cement : 4-Coarse sand : 8-Graded Brick bats

1.00 aggregate 40 mm normal size) and curing 2634.11 Cmt

complete excluding cost of form work in (A)

Foundation and Plinth (upto 10 ton)

5 Provdg. & laying cement concrete 1:4:8 (1

cement : 4 coarse sand : 8 hand broken stone

1.00 aggregates 40 mm nominal size) and curing 2653.67 Cmt

complete excluding cost of form work in

Foundation and plinth.

Providing & Applying Tremix method (

Vaccum de extracted & Powered trowelled ) for

Concrete Flooring with necessary finishing

6 3.00 either smooth or wire finish as approved by 75.00 Sq.M.

consultants. Rate shall includes the rate of side

shuttering with channel , rails to form panels

Providing and laying controlled cement

concrete M-200 and curing complete, excluding

the cost of form work and reinforcement for

reinforced concrete work

(A) Foundations, footings, base of columns, and

2.00 mass concrete. 3977.88 Cu.M.

(B) Walls from top of foundations/level up to

1.00 floor two level. 4484.17 Cu.M.

(C) Slabs, landings, shelves, balconies, lintels,

5.00 beams, girders and cantilever upto floor two 4460.36 Cu.M.

(D) Columns, pillars, posts and struts upto floor

1.00 (E) Staircase up to floor two level. 5418.91 Cu.M.

(K) Vertical and horizontal fins up to floor two

Filling in plinth with sand under floors

8 2.00 including watering ramming, consolidating and 455.63 Cu.m

dressing complete .

Filling Available Excavated Earth (Excluding

Rock) In Trenches,Plinth,Sides Of

9 20.00 Foundations Etc.In Layers Not Exceeding 20 129.10 Cu.m

Cm.In Depth Consolidation Each Deposited

Layer By Ramming And Watering.

Filling in foundation and plinth with murrum or

selected soil in layers of 20cm.

thicknessincluding watering, ramming and

consolidating etc. complete.

Providing form work in ordinary timber

planking so as to give a rough finish including

centering, shuttering, strutting and propping etc.

11 height of propping and centering below

supporting floor to celling not exceeding 4 M &

removal of the same for in situ reinforced or

plain concrete work in

(A) Foundation, footings, bases of columns etc.

11.65 and mass concrete. 171.68 Smt

(B) Flat surface such as soffits of slabs, landing

10.00 and the like (I) Floors etc. 200 mm in thickness. 252.00 Smt

(C) Vertical surface such as walls (any

10.00 thickness) partitions and the like including 229.95 Smt

attached but tresses & string course & the like.

(D) Columns Pillars Posts and struts.(1) Square

5.00 Rectangular Polygonal in plan. 297.68 Smt

2. Columns, pillars, posts &

5.00 struts.(2)Circular or curved in plan. 422.10 Sq.M.

E (1) Sides and soffits of beam, haunchings

5.00 cantilevers, girders, bressumers and lintels not 192.15 Sq.M.

exceeding 1 M in depth.

(2) Sides and soffits of beam, haunchings

5.00 cantilevers, girders, bressumers and lintels 259.88 Sq.M.

exceeding 1 M in depth.

(L) chullah hoods, weather sheds, chhajas,

5.00 carbels etc including edges. 155.78 Sq.M.

(M) Staircase with-sloping or stepped soffits

5.00 incl. risers & strings excluding landing. 242.55 Sq.M.

5.00 (Q) Vertical fins and vertical sun breakers. 382.73 Sq.M.

Provdg. & laying cement concrete 1:2:4 (1

cement : 2 coarse sand : 4 graded stone

12 aggregates 20 mm nominal size) and curing

complete excluding cost of form work and

reinforcement for reinforced concrete work in

(A) Foundations, footing, of columns and mass

(B) Slabs, landings, shelves, balconies, lintels,

2.00 beams, girders and cantilever upto floor two 4012.47 Cu.M.

(C) Columns, Pillars posts and struts upto floor

Providing TMT Bar FE 500 reinforcement for

R.C.C. work including bending,binding and

placing in position complete upto floor two

Brick Work Using Common Burnt Clay

Building Bricks Having Crushing Strength

14 5.00 Not Less Than 35 Kg/Sq. Cm. In Cement 3981.21 Cmt

Mortar 1:6 (1 Cement : 6 Fine Sand) (A) In

foundation and Plinth

Extra for brick work in super structure above

15 8.00 plinth level upto floor two level (B) 272.25 Cmt

Half Brick Masonry In Common Burnt Clay

Building Bricks Having Crushing Strength

16 10.00 Note Less Than 35 Kg/Sq. Cm. In Cement 593.90 Smt

Mortar 1:4 (1 Cement : 4 Coarse Sand) In

Foundation and plinth

Extra for half brick masonry in super structure

17 5.00 above plinth level upto floor two level. (B) 52.80 Smt

Providing cement plaster in single coat on

brick/concrete wall for interior/exterior

plastering upto any floor level finished even and

smooth in CM 1:3 incl. finishing with floating

coat of neat cement slurry, with necessary

scaffolding etc. complete

Extra over above item for Ceilling plaster on

19 5.00 Ceilling and soffits of stairs up to any floor 24.57 Smt

Providing 20mm thick double coat sand

face/mala cement plaster on interior

brick/concrete work for plastering comprising o

f base coat of 12mm thick cement plasterin

20 2.00 cement mortar (1Cement:4coarsesand) in rough 269.78 Smt

finishing and 8mm thick t op coat of cement

mortar1:2 (1Cement:2Coarsesand) finished with

trovel including scaffoldingcuring etc.

Providing & laying Stone chips Plaster with /

without grooves for making panels incl.backing

coat of plaster in C.M.(1:3) in grey cement as

per dir.Of consultants.

Providing & Applying Cement Popada

Plaster In Cement Mortar In 1 : 3 Incl.

22 2.00 Cleaning Surface Before Plastering Rate Also 120.00 Smt

Incl. Scafloding, Watering , And Neat

Finishing Etc. Comp. As Dire.

Providing and applying fibere reinforced

cementitious micro concrete work in cellings

and beams incl.mixture of CEMSCREED HM

(F) fair mate company material, FBR bonding

23 2.00 agent material with water in suItable proportion 530.00 Sq.M.

anti corrosive treatment on exposed

beam,celling steel bars with safeCore R incl.all

kind of labour etc.comp.including three coat of

Providing And Laying Polished Kota Stone

Slab Flooring Over 20 Mm. (Average) Thick

Base Of Cement Mortar 1:6 (1 Cement :

Coarse Sand) Or Lime Mortar 1:1.5 Laid

Over And Joined With Grey Cement Slurry

mixed with pigmentt omatchtheshade of slab

including rubbing and polishing

etc.complete.(A)25mmthick.

Providing and laying Rough chiselled dressed

(kota stone green) stone flooring over 25 mm.

thick base of cement mortar 1:5 (1 cement :

coarse sand) or L.M. 1:1.5 including pointing

with cement mortar 1:2 (1 cement : 2 coarse

sand) etc. complete.(Item No.14.46)

Labour Work for moulding the polish kota

stone surface rate also including provding

cutting and grinder machine for molding work

etc.complete as directed.

Labour work for Polish kota stone surface rate

also including providing cutting and grinder

machine for molding work etc comlete as

Providing And Laying Cement Concrete

Flooring For I.P.S.1:2:4 (For Indian Patent

Stones) (1 Cement: 2 Coarse Sand:4 Graded

28 3.00 Stone Aggregate 20 Mm. Nominal Size) 297.68 Smt

Lain In Layer Finished With A Floating

Coat Of Net Cement.(40 Mm Th.)(Item

Additional Rate For Providing Water Proofing

29 5.00 Solution in I.P.S 25.00 Smt

P & L 24"x24" vitrified 8mm thick tile flooring

over 20mm (average) base of cement mortar

1:6(1cement:6coarsesand) on new surface or

fixing on existing flooring by adhesive material

including dismentaling of existing flooring and

jointed with color cement slurry including finis

ed with flush pointing & cleaning the

surfaceetc.complete for anti skit.

P & L 24"x24" vitrified 8mm thick tile flooring

over 20mm (average) base of

cementmortar1:6(1cement:6coarsesand) on new

surface or fixing on existing flooring by

adhesive material including dismentaling of

existing flooring and jointed with color cement

slurry including finis ed with flush pointing &

cleaning the surfaceetc. complete for light shade

Providing and Fixing pvc.Door (sintex door-

32 3.00 equivalent) with necessary alluminium fitting 1617.00 Sq.M.

with EL-7 section frame

Providing & laying polish kota stone (25 mm

th,) Sandwich platform. Work incl. provdg good

quality & even shade polish kota stone of

required size having uniform thickness. Work

also incl. providing nece. Dismentling of brick

work for making jari to support the etc.comp.

P/F glass of 4 mm thik for vent lowers and

34 3.00 window with wooden border patti as per 150.00 No

instruction of eng. In chage.

Making hole in brick wall & all damaged work

35 5.00 shall be well repaired as per inst. etc. comp 100.00 No

Provdg. & fixing rubber plug for sink or wash

Providing and fixing 30mm thick FACTORY

MADE SOLID PANEL PVC DOOR

SHUTTER consisting of frame made out of

M.S. tubes of 19 gauge thickness and size of

19mm x 19mm for stiles and 15mm x 15 mm

for top and bottom rails. M.S. frame shall have

a coat of steel primers of approved make and

manufacture, M.S. frame shall be covered with

5 mm thick heat moulded PVC ‘C’ channel of

size 30 x 50 mm forming stiles, and 5mm thick

75mm wide PVC sheets for top rail, lock rail

37 1.00 and bottom rail on either side, and 10mm (5mm 1135.02 Smt

x 2) thick, 20mm wide cross PVC sheet as gap

insert for top rail and bottom rail, Panelling of

stiles and rails with 30mm wide x 5mm thick

PVC sheet beading on eighter side, and joined

together with solvent cement adhesive,. An

additional 5mm thick PVC strip of 20mm width

is to be stculk on the interior side of the ‘c’

channel using PVC solvent cement adhesive

etc. complete as per direction of Engineer in

charge, manufacture’s specification and

Providing and fixing approved standard brand

factory made PVC door FRAME of size 50 x

47 mm with a wall thickness of 5 mm made

out of extruded 5 mm rigid PVC foam

sheet mitred at corners and jointed with

Nos. of 150 mm long brackets of 15 x

mm M.S.square tube the vertical door

profiles to be reinforced with 19 x 9 mm

M.S.square tube of 19 guage, EPDM rubber

gasket weather seal to be provided through

out the frame. The door frame to be fixed to the

wall using M.S.screws of 65/100 mm size

etc.complete as per manufacturers

specifications and direction of Engineering

in charge incl. medium grade aluminium

hardware all octroi, tax charges etc.complete

Providing and fixing Prelam PVC sheet wall

paneling of thickness 5mm consisting of panels

having size 1220 x 2440 mm stuck on inner

frame work of 50mm wide strips of 5mm thick

PVC sheet. The strips should have in their

center a grove of 6mm width asnd 1mm depth

for sinking the had of the screw using to fix the

strips of the wall and should be placed vertically

39 1.00 at equal intervals of 10” center to center. The 944.00 Smt

PVC strips shall be fixed to the wall using

65mm long M.S. scres through the groove in the

strip by using PVC fasteners. The distance

between two screws shall not be more than

mm. A groove of 2mm may be left at the joint

of two panel for aesthetic looks. The exact

sizeof the panel and correspondingly of the grid

may vary depending on the size of the wall.

Providing and fixing 35 mm th. Shutters for

doors windows & clearstory windows incl.

wood frames as specified 12 cm. x 7cm. size

incl. anodised alluminium fixtures and

fastenings including primer coat of approved

quality and two coats of oil paint etc. complete

a 1.00 (I) Fully glazed 4788.50 Smt

b 1.00 (II)Fully panelled 5478.89 Smt

c 1.00 (III) Partly panelled & partly glazed. 5133.69 Smt

Providing and laying white glazed tiles 6mm

thick in flooring treads of steps and landing laid

41 2.00 on a bed of 12mm thick cement mortar 1:3 (1- 908.17 Smt

cement : 3-coarse sand ) finishing with flush

pointing in white cement.

Providing And Laying Glazed Tiles 6 Mm

Thick In skirting risers of Steps and dedo

42 5.00 10Mm Thick Cement plaster 1:3 (1Cement : 1044.23 Smt

3Coarse Sand)Finished With Flush Pointing

In White Cement slurry.

Providing and laying Ceramic tiles 6mm thickin

flooring treads of steps and landing laid on abed

43 1.00 of 12mm thick cement mortar 1:3 (1-cement: 3- 696.15 Smt

coarse sand ) finishing with flush pointing

inwhite cement.

Providing and fixing rough cast wired glass

mm thick bedded in putty and thick with

44 wooden beading including the cost of wooden

beadings of Indian teak wood and necessary

cutting of glass.

1.00 (C) wired figured glass. 559.26 Smt

Supplying and fixing Nimbhada ladi 37 to

mm thick for walk-way, covering the activity of

excavation, ramming, Laying on sand bedding

as per requirement to fix the Nibhada Stone in

Line & Level with cement pointing in cement

mortar 1:2 etc complete as directed.

Labour work for fixing above or any

interlocking blocks/nimbhada on up to 50mm th

sand bedding,levelling,watering anf fixing. Rate

46 10.00 incl. average 30cm depth for excavation and or 69.64 Smt

filling,carting away debries/excavated material

up to 5 km and cleaning the site etc.comp. as

Providing and laying broken chine mosaic

flooring for terrace using 12 mm to 20 mm

broken pieces of glazed tiles to be laid over

cement mortar 1:3 to plain or slope and to be

47 2.00 tempered to bring mortar creme out upto 739.89 Smt

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

Providing & fixing Approved Make Glass

Mosaic on Plastered surface.Glass mosaic shall

be of 25 mm x 25 mm size & 4 mm thickness

48 2.00 pasted on a net / paper sheet.Glass mosaic 2569.00 Sq.M.

pieces are mounted uniformly on the net / paper

sheet.colour shade combinations.Rate includes

all material,Labour,Scaffolding etc.complete.

Providing cement vata (10cm. x 10 cm.

size)quarter round in cement mortar 1:1

includingneat cement finishing,watering etc.

Providing, supplying and fixing precast C.C.

blocks (M-20) edge kerb having size of 75 x

300 x 300 mm depth and as per design

conveying it to the site, jointing into C:M 1:3

and racking out the joints incl. necessary

excavation of asphalt, soil etc..completed.

Conveyance charge of earth murrum, building

51 15.00 rubbish, manure, garbage, sludge, excavated 235.51 Cmt

rock,fly ash, aggregates of any kind etc.comp

Providing & Fixing M.S.Grill,Gate,Elevation

Element Of Decorative Pattern With

M.S.Channel,Flat,Medium Grade

52 15.00 M.S.Pipe,Square Or Round Bars With Round 95.00 Kg

Heanded Bolts,Nuts,Or By

Screw.Incl.Applying One Coat Zinc Primer

And Two Coat Of Oil Paint Etc.Comp.

Providing and fixing 18 gauge s.s.304 grade

53 1.00 stair railing as per design given and direction of 3875.00 Rmt.

P/L. fine dressed 15 to 20 mm. average thick

Dholpuri stone paving over Cement mortar

1:2 (1 Cement : 2 Sand ) Including filing

joints with cement mortar 1:3 and flush

pointing with coloured cement painting

and finishing as directed.

Providing & Laying 18 mm thick Mirror polish

granite For flooring , counter , stair -riser , tread

, skirting , dedo etc. machine cut or chiselled on

bed of cement mortar 1:1 pointing with neat

cement slurry incl. moulding etc. comp. as per

instruction of engineer in charge.

Providing & Fixing 20 mm thick Mirror

Polished Decorative Granite Board with

Computerised Golden Letters Discription as per

instructions of engg. in charge to M.S. frame

structure for Inaugaration & Public Handover

Providing & Fixing M.S.structure from square

& rectangular pipes,angles,flats,round etc.of

57 5.00 required size for above mentioned granite board 60.00 Kg.

of suitable size mentioned by engineer in

Removing and refixing old granite stone on

walk way of KLF and for planter opp workshop

in KLF removing granite stone and cleaning

58 10.00 cement mortar with grinder, hammer and takna, 687.00 Smt

and filling the joints with white cement and

necessary colour pigment as per instruction of

eng. in charge.

Provinding and fixing in perfect alignment

gypsum board false ceiling with all

material,labour,tools ,tackles,scaffolding and

equipment including providing and fixing

gypboard with onw coat of primer and two or

more coats of acrylic emulsion paint

Removing and refixing the existing M.S.Grill

from Brick work column and refixing the same

with new R.C.C casting column in line and

level,including repairing M.S Grill if required

with providing M.S hold fast etc as per site

Providing & fixing 2.00 mm thick F.R.P. sheet

of good quality and standard make rate also

includes necessary fabrication structure in the

grid of 1'-6" x 1'-6" size usiung hollow pipe of

size 3/4" x 3/4" , 2" x 1" & 1" x 1" rate also

61 2.00 inclusive necessary bending ,cutting and 1865.00 Smt

fabrication charges and priming coat and

coats of oil paint of shade approved by engineer

in-charge rate also includes washer and silicon

paste required for fixing the sheet in good

quality as diredted.

Carrying out plinth treatment to post

construction / exsiting structure by spraying

62 30.00 chemical solution for termite control treatment 104.90 Smt

incl. labour and materials consistant with I.S.I

Carrying out timber treatment to all wood work

incl. drilling holes and spreying oil based

63 5.00 chemical solution on surface ot timber work for 54.98 Smt

termite contorl including labour and materials

Provdg. & fixing 100 mm size P or S trap for

water closet squatting pan incl. jointing the trap

with the pan & soil pipe in cement mortar 1 :1

(cement : 1 fine sand)

1.00 (A) Vitreous China : 311.85 No

Providing and fixing wsh down water closet

(Europeantype,W.C.Pan) with integral P or S

trap including jointing the trap with soil pipe in

65 1.00 Cement Mortar1:1(1-Cement:1-finesand) (Sea 1290.80 No

land cover to be measured and paid for

separately) (A)vitreous China Pattern :(i) in

Provdg. and fixing water cloest squatting pan (

indian type W.C. pan) size 580 mm ( Earth

work. Bed concrete, foot rests and trap to be

measured and paid for separately) (A) Vitreous

China : (1) Long pattebn white colour.

66 1.00 including puffin cement mortar 1 :3 (1 cement : 1039.64 No

3 coarse sand) a pair of white virteous China

250 mm x 130 mm x 30 mm foot rest for long

patten swuatting pan water closet. including

Provdg. & fixing G.I. inlet connection for flush

pipe with W.C. pan.

Providing and fixing washbasin with single hole

for pillar tap with C.I. or M.S. brackets painted

white including sutting holes and making good

the same but excluding fittings.(A) Vitreous

China:(ii) Flat Back washbasin 550 mm x v

400mm size. (i) In white colour.

Provdg. & fixing C.P. Brass screw down bib

68 taps of following size (B) Brass chromium

plated screws down Bib Tap.

a 1.00 (II) 20mm dia 212.68 No

Providing & Fixing Angle Cock Of "Ess

Ess" Trend Series Or Equivalent Standard

Make As Approved By Engg.In Charge All

Provdg. & Fixing Gun Metal Check Or

70 3.00 Nonruturn Full Wheel Valve. (A) 15 Mm Dia 184.98 No

Supplying nece hardware, Fittngs etc.comp of

71 app.quality as under

5.00 (a)1/2 '' Half turn bib cock 150.00 No

(b)1/2 '' Gun metal check or non return full

5.00 (c) 1/2 '' Piller tap 200.00 No

3.00 (d) 1/2 '' stop cock 92.00 No

3.00 (i) S.S. Jali 23.00 No

3.00 (j) S.S.Soap dish 48.00 No

3.00 (k) waste pipe 23.00 No

3.00 (l) PVC 1/2 '' Half turn bib cock 25.00 No

Providing and fixing chromium plated

72 brass half trun flush cock of approved quality

including fixing in pipe line etc. complete.

3.00 (ii) 25mm dia. 261.16 No

3.00 (iii) 32mm dia. 273.03 No

3.00 (II) 50 mm dia 136.52 No

Provdg. & Fixing Flat Back Large Urinal of

White/ color of "Cera" or " Hindware" incl. C.P.

73 1.00 Brass waste coupline , waste pipe, pvc 1850.00 No.

connection etc. Complete.( size 635 x395x420

Providing & Fixing Chromium Plated Brass

Flush Cock With Lever Of "Ess Ess" -

74 1.00 Trend Series Or Equivalent Make 1800.00 No.

Incl.Fixing In Pipe Etc.Comp.As Dir.Of

Engg.In Charge.(N.S.) (1) 25 Mm Dia.

Provdg. & fixing 600mm x 450 mm Bevelled

edge mirror of superior glass mounted of .6 mm

75 1.00 th. A.C. sheet or plywood sheet and fixed to 825.48 No

wooden pluge with C.P. brass screws and

Provdg. & laying S.W. Gully trap with C.I.

garting brick masonry chamber & water tight

76 1.00 C.I. cover with frame of 300 mm x 300 mm 1283.11 Each

size ( inside) with standard weight.sqare mouth

trap size 150 x100 mm P trap

Provdg. And Fixing Cast Pvc/C.I.(Span)

Nahni Trap Of The Following Nominal

Diameter Of Self Clenising Design With

77 2.00 C.I. Scread Down Or Hinged Gratiing Incl. 381.00 Each

Cost Of Cutting & Making, Good The Walls

And Floors 100 Mm Inlet And 50 Mm Outlet

Provdg. & fixing plastic seat & cover for wash

78 down water closet with C.P.brass hinges and

rubber buffers.

1.00 (B) plastci seat & cover 288.45 No

Provdg. & fixing 12.5 lit.PVC Flush tank with

79 3.00 nece.fixtures etc.comp as per site condition 1165.20 No.

P/F Jet Spreay at Europeon WC Pan, incl nece.

lath connection, stop cock, and other fixing

material and labour as per inst. of engineer in

Construction Of Under Ground Tank With

Cm Th.Masonary Wall In C.M.1:6

Incl.Excavation,Necessary 23 Cm

B.B.C.C.1:5:10 For Foundation And

Providing R.C.C.1:2:4 For Top & Bottom

Slab Of 12 Mm Th.And 7.5 Mm

Th.R.C.C.Paradi On Face Of Internal Side Of

81 2000.00 Periphary Of The Tank Incl.Formwork 4.00 lit

T.M.T.Steel Reinforcement As Per Given

Design,Vibrating Curing & Mixing Of

Approved Water Proofing Material With

Every 50 Kg.Bag Of Cement,Inside Plaster

In C.M.1:3 And Vatta In C.M.1:1 Inside

Tank,P&F F.R.C.Frame Cover Of Size600 X

450 Mm,Fiber Steps Etc.Comp.As Dire.

Providing & Fixing Polytheline Over Head

Tank With Necessary Dia.Holes For

Outlet,Inlet Over Flow And Washout

Necessary Washer And Checkput Etc.Comp.

Providing & Fixing Door closer-complete of

83 5.00 Approved make to wooden / Alluminium Doors 480.00 No.

as per direction of engg.in charge.(N.S.)

P & F app.quality for Conseal lock in Alu.door

84 3.00 .as per inst of engg in charge .etc.comp. 300.00 No.

P & f app.quality for brass baby latch (door

85 3.00 stopper) as per inst of engg in charge .etc.comp 180.00 No.

Providing throating or plaster drip, grooves and

86 30.00 moulding to Wall , R.C.C. chajja and slab. 27.50 Rmt

Providing & Fixing In Position Alluminium

Doors With Frame Using Approved Quality

Anodised Extruded Alluminium Section As

Approved By Engg.In Charge(Jindal

Alluminium) (A)Frame Sections 101.6x44.45

Mm(B)Shutter Bottom Vertical & Top Section

1.31Kg/Mt)(C)Shutter Bottom Section

At14.3x44.45 Mm At (1.37 Kg/Mt) Shutter

Middle Section At 100x44.3 Wt.(1.37Kg/Mt)

Incl.Providing & Installing 5 Mm Thick

Approved Color Acrylic Sheet Of Standard

Quality Fixed With Glazing Chips On

Upper Pannel & Laminated Sheet On

Lower Pannel (Wtt.0.13 Kg/Rmt)

Etc.Comp.As Direction Of Engg.In Charge.

Providing & Fixing In Position Alluminium

Window Sliding / Fix Type With Frame Using

Approved Anodised Extruded Alluminium

Section As Approved By Engg.In

Charge.(Jindal Alluminium) Units Equivalent

(A) Frame Sections 65 X 25 Mm (At

0.41kg/Mt) (B) Sliding Frame Bottom Section

Shutter Top & Bottom Section 40 X

Mm (Wt.0.41 Kg/Rmt) (D) Shutter Interlock

Vertical Section 10 X18 Mm.(0.41 Kg/Rmt)

(E) Shutter Vertical Of 40 X 18 Mm (0.41

Kg/Rmt) Including P/F Installing 5 Mm

Thick Approved Color Acrylic Sheet Of

Standard Quality Etc.Comp.(N.S.)

Providing & Fixing In Position Alluminium

Vents With Frame Using Approved Anodised

Extruded Alluminium Section As Approved

By Engg.In Charge.(Jindal Alluminium)

89 1.00 Units Equivalent (Approved Rate) Frame 1950.00 Smt

Section Of 63.50 X 38.50Mm (Wt.0.68

Kg/Rmt) Incl.Providing & Installing 5 Mm

Thick Approved Color Acrylic Sheet Of

Standard Quality Etc.Comp.

Providing and fixing in position collapsible

steel shutters with vertical channels 20x10x2

mm braced with flat iron diagonals 20x5 mm

size with top & bottom rails of T-iron 40x40x6

90 2.00 mm with 38 mm dia. Steel pulleys complete 3652.11 Sq. M.

with bolts , nuts , locking arrangement

stoppers , handles including applying a priming

coat of red lead paint & two coats of enamel

paint of selected shade & approved make.

Providing corrugated 0.80 mm (22 gauge) thick

G.I. sheets roofing fixed with galvanized iron

‘J’ or ‘L’ hook bolts, and nuts 8 mm. dia with

bitumen and G.I. limpet washers filled with

white lead complete excluding the cost of

purlines, rafters and trusses.

Providing valleys 900mm overall in plain

1.6mm thick G.I. sheet fixed with G.I. J or L

92 3.00 Hooks, Bolts and nuts glavanised iron J or L 966.00 Sq.mt.

Hooks Bolts and nuts 8mm dia G.I. Limpet and

bitumen washers complete.

Providing and fixing rolling shutters of

approved make made of 80 mm wide M.S.laths

interlocked together through their entier length

& joinned together at the enda by & locks

93 mounted on specially design pipe shaft with 3775.43

bracket plates giudes channel & arrangement

for inside & out side locking with push pull

operation incl. the the hood cover & spring etc.

including priming , oil painting etc complete.

2.00 (A) Shutters having width below 3.5 meter 3720.00 Sq.M.

Provdg. & fixing UPVC handle valve of

94 Prince,Supreme , Astral, finolex or equivalent

make as per dir. Of engg. In charge.

Provdg. And fixing to wall ,ceiling and floor

6.00 kg. F/Sq.Cm working pressure polythelene

pipes of the following outside diameter, low,

density, complete with special flange

compression type fittings, wall clips etc. making

good wall ceiling and floor.

a 2.00 20mm dia 52.08 Rmt

b 2.00 25mm dia 66.99 Rmt

P/F. To Wall Ceiling And Floor

Kgf/Cm2 Working Pressure Pvc Pipes Of The

Following Outside Dia Complete With Special

Flange Type Fittings,Wall Clamps Incl. All

Necessary Fittings Etc. Complete. (At Any

c 2.00 32mm dia 77.60 Rmt

d 2.00 40mm dia 82.95 Rmt

e 2.00 50mm dia 110.25 Rmt

f 2.00 75mm dia 186.90 Rmt

g 2.00 110 mm dia 333.90 Rmt

Provdg. And fixing to wall, ceiling & floor in

true line and level UPVC pipe Schedule- 40 of

Prince , Supreme , astral , finolex or equivalent

make as approved by engg. incharge. pipe shall

be fix on wall with the help of clamp at every

twi meter center to center of shall be concealed

as directed in cluding neccesarry fitting etc. in

cluding testing of pipe and jointd and fixing the

same with adhesive solvent , including cost of

all materials of following nominal bore

Providing & Laying & Jointing glazed

stoneware pipes incl. excavation up to

mt.,refilling, trasporting the pipe to work site,

unloading, lowering in trenches, laying and

jointing the pipes in c.m. 1:1 incl. all jointing

98 materials such as cement, sand, hemp, bitumen

as dire. testing the pipe line to a head of 1.5 mt.

and hydraulic test as dire incl. watering

trenches, spreading , and carting away of

surplus earth within 100 mt.lead as dire. etc.

c 5.00 100 mm dia 140.70 Rmt

d 8.00 150 mm dia. 192.15 Rmt

Supply of Graout Material for Paving work

99 2.00 in KLF & work carry out as per Instructed 130.00 Kg.

by engineer Incharge.

P/F. to wall ceiling and floor galvanized mild

steel tubes (Medium grade) of the following

100 nominal dia. with all tube fittings and clamps

incl. making good the wall, ceiling and floor.

(At any floor level)

Providing & Fixing 5 mm Thick Mirror in Diff.

Toilet Block Unit in Kankaria Lake Front with

101 2.00 S.S Studds & also Removing Existing Break 1600.00 Smt

Mirror etc comp as Directed (Market Rate)

Providing & Fixing 15 Cm Wide Chicken Mesh

Jali With Nails & Then Application Of

Mm Plaster On R.C.C.& Masonary Joints As

Per Dir.Of Engg.In Charge

Providing and laying (To level or slopes) and

jointing reinforced concrete light duty Non-

pressure pipes I.S ClassNP2 of the following

internal diameter with collars and butt ends

prepared for collar joints including testing of

joints complete.

1.00 300 mm dia 392.00 rmt

1.00 450 mm dia 704.00 rmt

1.00 600 mm dia 941.00 rmt

Constructing chamber of following size

including excavation, refilling, BBCC (1:5:10)

for foundation, C.C. channel (1:2:4), finished

104 mm thick cement plaster inside in CM 1:3

finishing with cement slurry, Brick masonry in

CM 1:5 & excluding the cost of chamber seat

cover etc.completed.

(A) 0.60 X 0.45 mt. size Inside Clear, Depth

a 1.00 from 0.0 to 0.90meter for pipe dia <=150mm. 2262.00 No.

0.75 X 0.75 mt. size (Inside Clear) Depth from

1.00 0.0 to 1.20 meter for pipe dia <=20 mm 3905.00 No.

Constructing Slab Type M.H. Chamber Of The

Following Size Including Excavation, Refilling,

Brick Bats Cement Concrete (1:5:10) of

thickness 15 C.M., CC Channel (1:2:4) of

thickness 10 C.M., finished 15 mm thick

cement plaster inside & outside (Only for shaft)

In Cm 1:3, Finishing With Cement Slurry, P/F

Mm Dia M.S.Steel Hdpe Coated Steps 35 Cm

C/C At 35 Cm Staggered Masonary In Cm 1:5,

Rcc Slab In Cc1:1.5:3 of thickness

C.M.,Including Cantering & Reinforcement

(Single jalli at 15 C.M. c/c bothway 10 mm

dia.)But Excluding The Cost Of Manhole Seat

Cover Etc..Completed Of Size 0.75 X

Meter (Inside Clear, M.H. length should be

parallel to the flow)

1.00 to 2.00 meter depth, (Slab at Ground level)

1.00 (for pipe dia <=230 mm) 5652.00 no

CatchPit Jali Fixing P/F FRC catch pit jali with

600mm x 600mm clear opening etc. comp.. As

directed by engineer in charge.

Carting and Fixing M.H., Chamber or Catchpite

Seat and Cover in line and level to match

exisisting road level in C.C. 1:2:4 and finishing

smooth, watering and protecting for 7 days etc.

complete as directed. M.H. seat cover will be

supplied byA.M.C.(from any store)

Making connection to the ex.M.H.in running

sewer incl.Dewatering and other required

108 machinery etc. of following dia pipes at any

convenient time. All damaged work shall be

well repaired as per instructions. etc..complete.

2.00 a. 150 mm to 300 mm dia. 1340.00 no

2.00 b. 400 mm to 600 mm dia. 2232.00 no

1.00 c. 700 mm to 900 mm dia. 3125.00 no

Repairing damaged M.H. and rasing M.H. up to

road level incl. removing damaged brick work

and repairing by brick masonry in C.M. 1:5 and

109 plaster in C.M. 1:3 and fixing C.I. steps and

existing MH sheet cover, removing the

debris from MH and carting the same as

3.00 (A) up to 0.15 mt. (@ Two Coarse) 732.00 No

3.00 (B) up to 0.35mt. (@ Four Coarse) 1161.00 No

1.00 (C) up to 0.65 mt. (@ Seven Coarse) 1795.00 No

1.00 (D) up to 0.90 mt. (@ Ten Coarse ) 2161.00 No

Providing and fixing C.I. Manhole cover

110 1.00 M. x 0.45M. size having weight not less than 1119.45 No

Providing F.R.C. MH seat cover incl. carting to

111 the work site etc. comp. Directed.

(B) Frc Medium Duty Cover Size 670 Mm Dia

& 70Mm Thick 10 M.T. Load Design And

Frame Size560 Mm Clear Opening Outer

Size 780 X 780 X120 Mm

(C) Frc Medium Duty Chamber Seat Cover

(Frc) Cover 706 X 556 X 50 Mm Rectangular

Cover Frame Size 600 X 450 Mm Clear

Opening Outer Size 816 X 666 X 100 Mm

Repairing damaged I.C./ Raising removing

damaged brick work and repairing by brick

112 3.00 masonry in C.M. 1:5 and plaster in C.M. 1:3 402.00 no

and fixing C.I. steps and existing chamber sheet

cover, removing the debris from chamber and

carting the same as directed.

Providing Dead Cantering using good quality

Country Wood Planks, wall Plate of required

thickness and size including placing the nece.

113 5.00 supports of reqd. size, nailing, fixing with 350.00 smt

mortar, levelling. All specification for dead

centring as per standard engg. practice etc.

comp. as directed.

Providing & Supplying JCB Machine on rental

basis in case of emergency situation and break

down type work & also during unavoidable

condition as per instruction of engg.incharge

rate includes all nece. shifting, fuel and

114 3.00 operating charges and stacking of useful & non- 536.00 hour

useful materials separately up to store. (No

payment should be allowed for non working

condition of machinery and for pipe line

excavation and laying work) ( Based on

Previously approved rate by C E sir

Supplying Pneumatic Breaker Machine for

RCC Slab or Asphalt Demolishing Work on site

by using Operator, fuel, power Supply etc.

Complete as Directed. (No payment should be

allowed for non working condition of

machinery and for pipe line excavation and

M.H. work. Allowed only for break down work)

( Based on Previously approved rate by C E sir )

Providing and laying red mandana stone as wall

coping, in tread and riser of steps, dado, pillar,

seating etc laid on 10 mm thick cement mortar

116 1:3 (1 cement : 3 coarse sand) and joined with

matching shade, pigmented cement slurry

including rubbing and polishing complete.

Including making of grooves

3.00 (A) 25 to 30mm thick 1200.00 smt

Supplying labour for misc. work like

Restetment Pavment, excavation, refilling,

demolishion,levelling work & other

miscellanous work.

Supplying Carpentar 2st Class for repairing

doors with nece material like stopper, hinges,

handle, glass etc comp. as per instruction of

Engineer in charge etc.

Providing fiiter for D.I./P.V.C./C.I./M./A.C.

Pressure water pipe linmaintenance work with

necessary manpower, tools, plants, and

equipments, and any other works required for

AMC as per instruction of Engineer in charge

etc. complete. I03723 As per Market Rate

Providing and fixing 1.20 Metre high fencing

with 2.0 Metre long M.S. Angle posts 40mm x

40 mm x6 mm and oil painting 3 coats fixed at

2.5 Mt,C/c. with five Horizontan lines and two

120 5.00 diagonals of galvanised steel barbed wire 320.25 Rmt

weighting 9.38 Kg. per 100 Metre, strained and

fixed to posts with G.I,staples including fixing

the postsin ground with 0.5 M x 0.5.M x 0.5 M.

block in C.C1:5:10 etc comple

Providing & fixing fencing with M.S angle

posts 40mm x 40mm x 6mm an oil painting

3 coat fixed at 3 Mt C/C with five

Horizontal lines and two diagonals of

121 10.00 galvanized steel barbed wire weighing 9.38 303.00 Rmt

kg.per 100 meter, stained fixed toposts G.I

Sptaples, including fixing the posts in column

of compound wall etc. complete. I00832 wire

Providing, supplying of good quality

chharu(made of brick) and spreading on track

of garden, as directed. Chharu should be made

of good quality bricks, it should be red in

colour, free from coal''s dust. There should

not be broken stone, brocken bricks, grass,

garbedge, in chharu. Item also incl.

spreading of chharu with necessary watering

and properly consolidation with kuba. or as

direceted by engg. incharge etc compl.

Labour charges for cleaning Under Ground &

Over head tanks by modern science technology

with six stage process etc without charging

123 100000.00 any extra cost. The complete tank cleaning by 0.03 lit

mono cleaning systems comp. as directed.

(Approved rate- With reference to Approved

rate in SOUTH Zone)

Supplying of Pavadi tractor with driver having

cultivator and pavadi arragements to roads to

remove deposited earth as per given inst. Of

engineer in charge.I00802

Providing and fixing stoper (M.S.) 6 inch with

necessary fiting in wooden door including

removel of old fiting if any etc completed as

directed. I00870 6 inch

Providing and fixing Aldrop 10 mm size (M.S.)

with necessary fiting in wooden door including

126 3.00 removel of old fiting if any etc completed as 158.00 No

directed. I00872 Aldrop 10mm

Providing and fixing handle (M.S.) 4 inch size

in with necessary fitting in wooden windows

including removal of old fitting if any etc

completed as directed.I00873

Providing and fixing stopper (aluminium)

inch with necessary fiting in wooden door

including removel of old fitting if any etc

completed as directed. I00890 6 inch

Providing and fixing Aldrop 10 mm size

(aluminium) with necessary fiting in wooden

door including removel of old fiting if any etc

completed as directed I00891

Providing and fixing handle (aluminium) 6 inch

size in with necessary fitting in wooden door

including removal of old fitting if any etc

completed as directed.

Removing any kind of pavement incl stacking

131 100.00 of serviceble material disposal of unserviceble 14.00 Smt

material with 50 meter lead and lift.

Reparing of existing Aluminium

window/door/partition by making necessary

addition/alteration in same sides. Rate incl of

necessary fittings required and all labour

132 3.00 included. If necessary rate also incl. of 500.00 no

removing from position and refixing it at same

place after repairing it, etc comp. as directed.

Sub Desc : As per approved rate of AMC MET

Providing Scaffolding for Demolation , Plaster

work & painting work by "H" Frame Stand of

by any means like bamboo, valli etc. inluding

133 3.00 carting material work site and removing after 40.00 Smt

compltion of work. Rate include any type rent

etc complet for any height as directerd by engg.

Rapairing Of Door & Window (Steel).It Also

Including Labour Charges For Erection

134 4.00 And Fixing Door Shutter & Frame 150.00 No.

Etc.And Necessary Repair As Per Site

Rapairing Of Door & Window (Wood).It Also

Including Labour Charges For Erection

135 3.00 And Fixing Door Shutter & Frame 100.00 No.

Etc.And Necessary Repair As Per Site

Repairing of Doors/Windows shutters and

Frames including refixing-aligning shutter,

136 8.00 providing, replacing, fixing MS hinges, 250.00 Smt

Aluminium aldrops, stoppers, tadi etc. complete

excluding painting as per specifications.

Providing and Laying of Rubber Moulded Paver

Block Grey/Coloured 60 mm thick, M-35 Grade

of any size ; shape (Usually Uni-Paver Blocks)

using black trap good quality aggragate of

mm nominal size for footpath, parking areas,

service lanes and other areas as mentioned in

the drawing / instruction of engineer in charge.

Cost includes formworks using rubber mould,

Rate providing and laying paver blocks as per

required grading and specification. The paver

block shall be mechanically compacted. The

work of paving blocks shall be executed in line

and level by skill mason of flooring work only.

It should be laid in such a way that the no

cutting of the paver block to be necessary. if

cutting of paver block necessary then it should

be cut by machine only and carting. The

finished surface of the paver block shall have

resonably good, plain finished. Paver blocks

shall be compacted and shall be relaid if

necessary. Gravel or such type of materials shall

not be allowed for production. Laying on 5 cms

thick sand bedding (As per Road Approved

Providing Special Superior Quality Of

Approved Shape And Size Pre-Cast M20

Cement Concrete Interlocking Blocks Of

138 2.00 60mm Th. Hydraulically Pressed In Machine Of 262.00 Smt

Single Nature Cement Color For Paving In

Flooring,Footpath Paving,Any Site With In

Providing and laying white/coloured ceramic

tiles of 1st quality of specified size colour shade

and of approved make.(450x450)in cladding

with bal adhesive on and including bedding

.coat of plaster in cement mortar (1:4) all joints

139 5.00 filled with coloured / white cement putty as per 824.00 Smt

architect detail and wiped to give shape joint

with flush pointing and washed clean with acid

as direction by e.i.c (rate including fixing of tile

in dedo with bal or approved make adhesive)

Supplying Mistry for misc. work like

Restetment Pavment, excavation, refilling,

demolishion, kankaria lake front as per

instruction of Engineer in charge etc

Supplying and Spreading good quality coarse

sand free from Impurities including

Transporation to Site and labour cost for

Spreading etc. Comp. as directed.

Supplying Good Quality Bricks of Standard

142 200.00 Size for routine maintainance work - I00689 8.00 no.

Pointing on Uncoursed stone masonry with

143 20.00 cement mortar1:3(1-cement:3-coarsesand) 63.50 smt

(A)Flushpointing

Providing and laying epoxy grout of Bal

144 300.00 Endura, laticrete or equivalent make for filling 183.00 smt

in groove etc comp. as directed. (App. Rate)

White / Colour washing with lime on

undecorated wall surfaces (two coats) to give an

145 1000.00 even shade including thoroughly brooming the 8.19 Smt

surface to remove all dirt, dust mortar drops and

other foreign matter.

White washing with lime on wall surfaces (one

coats) to give an even shade including

146 750.00 thoroughly brooming the surface to remove all 3.78 Smt

dirt,dust,mortar drops & other foreignmatter.

Finishing Wall With Apex Ultima Acrylic Paint

Of " Asian Paint " Or Equivalent On Wall

Surfaces (Two Coats) To Give Required

Even Shade After Application Of Exterior

Primer Of Approved Brand & Manufactures

After Thoroughly Brushing The Surface To

Remove All Dirt & Remains Of Loose Powered

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.

Extra over item for every subsequent coat of

149 50.00 wall painting with plastic emulsion pain of 33.39 Smt

approved brand.

Extra over item 119 for painting with plastic

150 20.00 emulsion paint of approved brand on ceilings 2.21 Smt

and sloping roofs.

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.

Scraping oil paint from steel and other metal

152 150.00 surface and making the surface even (with Hand 48.83 smt

Painting one coats (excl. priming coat) on

peviously painted steel & other Metal surfacer

153 150.00 with enamel paint, brushing, interior to give an 43.79 Smt

even shade incl. cleaning the surface of all dirt,

dust and other foreign matter.

Extra ove ritem 5 and 6 for every sub sequent

Painting two coats (excluding priming coat) on

new wood and wood based surface with enamel

155 50.00 paint, interior to give an even shade including 87.11 Smt

cleaning the surface of all dirt, dust and other

foreign matter sand papering and stopping.

Painting one coats (excluding priming coat) on

previously painted wood and wood based

156 10.00 surface with enamel paint, to give an even 55.13 Smt

shade including cleaning the of all dirt, dust and

other foreign matter.

Extra over item above for every sub sequent

Finishing wall with weather proof exterior

emulsion 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

Distempering with dry distemper of approved

brand & manufacture (twocoats) and of required

shade on wall surfaces to give an even shade

over & including priming coat of whiting after

thoroughly brooming the surface free from

mortar dropping & other foreign matter.

Distempeing (Two coats) with oil bound

distemper of approved brand and manufacture

and of required shade on wall surfaces to give

an even shade, over and including a priming

160 15.00 coat with distemper primer of approved brand 76.08 Smt

and manufacture after thoroughly brushing the

surface free from mortar dropping and other

foreign matter and also including preparing the

surface even and sand papered smooth.

Extra over Item above for every subsequent

161 50.00 coat of approved brand and manufacture. 30.09 Smt

Removing dry or oil bound distemper by a

washing and scraping and sand papering the

wall surface smooth including necessary repairs

to scratches complete.

Extra over item above for removing dry oil

164 12.00 bound distemper on ceilings and sloping roofs. 1.58 Smt

Providing Scaffolding for Demolation , Plaster

work & painting work by "H" Frame Stand of

by any means like bamboo, valli etc. inluding

165 10.00 carting material work site and removing after 40.00 Smt

compltion of work. Rate include any type rent

etc complet for any height as directerd by engg.

Arrangement of zula with two or nece. skilled

labour for repairing & maintenance work out

side building work etc.complete as per insructer

incharge(At any floor level)

167 100.00 Birla or Asian acrylic lapy ( putty) 18.24 Smt

Applying two coats of putty & two coats of

of approved brand and manufacture on new

167 5.00 surface to give an even shade including 40.19 Smt

brushing the surface free from mortar dropping

other foreign matter and sand papered smooth.

Providing and fixing Polycarbonate roof Lexan

sabic 10 mm th.sheets of approved make, on

structural roofing / sky ligh structures in shapes

168 4.00 as per Architect’s drawing. The rate shall 2345.60 Smt

include cost of scaffolding, screws, nuts, bolts

and all necessary fixtures and fastening etc

ACP CLADDING - Providing and Fixing

Alluminium Composite Panel of (approved

make by Architect) 4mm thick exterior grade

PVDF with coil thick of 0.25 mm & frame work

made out from Alluminium anodised section of

size 50 x 25 mm ( w app = 0.57 kg/m) having

weight of 2.6 kg for 15' supported on

Masonary/ RCC with the help of MS Bracket

fixed with Brick Fastner/ Anchor Fastner and

groove filled with 789 weather fillent of bowl

corning corporation make etc. complete as per

Architect dwg. and as per instruction of E.I.C.

Provinding & fixing with Polymac mecrolone

Poly carbonate sheet 6 mm thick sheet with

Garwale green glass film & joint filling by

170 1.00 Astral silicon.Rate also includes carpenter & 8500.00 Smt.

skilled hepler at kids city walk way ramp

shade.... as directed by engg.in charge

Providing and fixing frameless glass window

using laminated glass sheet made by two glass

sheets joined with 1.54 mm PVB

laminationsheet sandwiched in between them

with approved fixing attachments, making

necessary holes, anchor fasteners, edge

grinding, gaskets and sealing the edges with

silicon sealant complete.

2.00 (A) 12 mm thick toughened glass on both sides 7490.00 Smt.

2.00 (B) 8 mm thick toughened glass on both sides 5145.00 Smt.

Hiring and operating the 20 KV 3 Phase

Electric Generator for operating desilting

machinery, and lighting and other requirements

172 4.00 with Arranging diesel to run the D.G. Set Do As 2500.00 Shift

Directed. 8 Hrs Shift. (No payment should be

allowed for non working condition of

Providing and applying texture paint at

approved quality, colour scheme, including

preparation of surface, primer 2 coats+2 coats

173 5.00 of putty and texture paint, as per manufacture's 495.00 Smt

specification, scaffolding, roller finish etc

complete as per instruction of engineer in

charge (As per RA)

Providing and fixing Aluminum Composite

Panel signages of various size and in any

language. The 2 mm thick Aluminum

composite panel shall be cladded with retro Sq.

reflective high intensity grade radium sheets.

The signages shall be of any language

175 all section partion work including partition

door, window,vents, etc.as dir. by EIC as per

10.00 standard sections lead & lift all floors - 3000.00 Smt

anodised min.15 micron any floor as dir.

176 Proving & Fixing 3 mm Th. Acrylic sheet as

Extra rate over item of excavation of earth for

excavation of asphalt pavement/RCC of

thickness up to 0.20 meter including

178 demolishing the asphalt carpet,metal,soiling

/cutting reinforcement etc.comp. with stacking

the material as directed. (based on previously

approved rate by CE sir

a 5.00 up to 0.20 meter thickness (By Manual) 71.10 Smt

Up to 0.30 meter (By any type of Breaker

Machine or R.C.C.Cutter machine including

cost of operator, fuel, & transportation etc

Providing and supplying Lowering, laying and

jointing ISI marked only standard length

Stonewate pipes in standard lengths of

following class and diameter with cement joints

in C.M.1:1 proportion in proper position , grade

and alignment at all level as directed by

Engineer-in- charge including conveyance from

stone to site of work, Jointing material

etc.comp. including all taxes,insurance,

transportiton, fright charges, octroi,inspection

charges, loading, unloading, conveyance to

departmental stores, stacking etc. complete

Providing and supplying ISI Standard RCC

pipes (of sulphate resisting Cement )in standard

lengths of following class and diameter suitable

for rubber ring joints (socket and spigot)

including all taxes,insurance,

transportation,treight charges,octroi,inspection

charges, loading,unloading, conveyance to

departmental stores, stacking etc. complete

Class NP3 Test pressure 0.7 Kg/Sq.Cm

a 15.00 300 mm dia 755.00 Rmt

b 1.00 450 mm dia 1361.00 Rmt

d 1.00 600 mm dia 1946.00 Rmt

Lowering, laying and jointing R.C.C. pipes in

C.M.1:1 1/2 of following diameters in proper

position , grade and alignment at all level as

directed by Engineer-in- charge including

conveyance from stone to site of work, labour

giving hydraulic testing as per ISI code.

Class NP3 Test pressure 0.7 Kg/Sq.Cm

a 1.00 300 mm dia 119.00 Rmt

b 1.00 450 mm dia 171.00 Rmt

d 1.00 600 mm dia 228.00 Rmt

Constructing Chamber of following size

including excavation, refilling, BBCC (1:5:10)

for foundation, C.C.Channel (1:2:4), finished

182 mm thick cement plaster inside in CM 1:3,

finishing with cement slurry, Brick masonary in

CM 1:5 & excluding the cost of chamber seat

cover etc..completed.

0.60 X 0.45 mt. size Inside Clear, Depth from

a 1.00 0.0 to 0.90meter for pipe dia <=150 mm. 2261.60 No

0.60 X 0.75 mt. size Inside Clear, Depth from

b 1.00 0.0 to 0.90meter for pipe dia <=230 mm. 2874.10 No

0.75 X 0.75 mt. size (Inside Clear) Depth from

c 1.00 0.0 to 1.20 meter for pipe dia <=230 mm 3905.35 No

Constructing Slab Type M.H. Chamber Of The

Following Size Including Excavation, Refilling,

Brick Bats Cement Concrete (1:5:10) of

thickness 15 C.M., CC Channel (1:2:4) of

thickness 10 C.M., finished 15 mm thick

cement plaster inside & outside (Only for shaft)

In Cm 1:3, Finishing With Cement Slurry, P/F

Mm Dia M.S.Steel Hdpe Coated Steps 35 Cm

C/C At 35 Cm Staggered Masonary In Cm 1:5,

Rcc Slab In Cc1:1.5:3 of thickness

C.M.,Including Cantering & Reinforcement

(Single jalli at 15 C.M. c/c bothway 10 mm

dia.)But Excluding The Cost Of Manhole Seat

Cover Etc..Completed Of Size 0.75 X

Meter (Inside Clear, M.H. length should be

parallel to the flow)

1.00 to 2.00 meter depth, (Slab at Ground level)

a 1.00 (for pipe dia <=230 mm) 5651.78 No

2.00 to 3.00 meter depth, (Slab at below

b 1.00 mt. From G.L.) (for pipe dia <=300 mm) 11395.54 No

Constructing Slab type M.H. Chamber of the

following size including excavation, refilling,

brick bats cement concrete (1:5:10) of thickness

15 C.M., CC Channel (1:2:4) of thickness

C.M., finished 15 mm thick cement plaster

inside & outside (Only for shaft) in CM 1:3,

finishing with cement slurry, P/F 4 mm dia

M.S.Steel HDPE coated steps 35 cm c/c at

cm staggered in masonary CM 1:5, RCC Slab in

CC 1:1.5:3 of thickness 23 C.M., including

Cantering & reinforcement (double jalli at

C.M. c/c bothway 12 mm dia.) but excluding

the cost of Manhole seat cover etc..completed.

of Size 1.00 X 1.40 meter (Inside Clear, M.H.

length should be parallel to the flow, for pipe

a 1.00 1.00 to 2.00 meter depth, (Slab at Ground level) 10177.68 No

2.00 to 3.00 meter depth, (Slab at below 0.6 mt.

3.00 to 4.00 meter depth, (Slab at below

Provdg. & laying S.W. Gully trap with

brick masonry chamber & water tight

G.T.Stone including fixing of cover Square

mouth trap 100 mm x100 mm size P-Trap

Making connection to the ex. M.H.in

running sewer incl. Dewatering and other

required machinery etc. of following dia pipes

at any convenient time. All damaged work shall

be well repaired as per instructions.

a 1.00 a. 150 mm to 300 mm dia. 1339.28 No

b 1.00 b. 400 mm to 600 mm dia. 2232.14 No

Cutting the pipes of following dia coming in the

new M.H.in running sewer including cutting

bars, including removing debris /silt from the

186 M.H. and carting at a suitable distance

etc.complete as directed. No payment for M.H.

work will be made until pipe is not cut

completely in all respect.

a 1.00 150 mm to 300 mm dia. 1133.92 No

b 1.00 400 mm to 600 mm dia. 1687.50 No

Repairing damaged M.H. and rasing M.H. up to

road level incl. removing damaged brick work

and repairing by brick masonry in C.M. 1:5

187 and plaster in C.M. 1:3 and fixing C.I. steps

and existing MH sheet cover, removing the

debris from MH and carting the same as

a 1.00 (A) up to 0.15 mt. (@ Two Coarse) 728.82 No

b 1.00 (B) up to 0.35mt. (@ Four Coarse) 1155.44 No

c 1.00 (C) up to 0.65 mt. (@ Seven Coarse) 1786.49 No

d 1.00 (D) up to 0.90 mt. (@ Ten Coarse ) 2150.90 No

Repairing damaged I.C./ Raising removing

damaged brick work and repairing by brick

masonry in C.M. 1:5 and plaster in C.M. 1:3

and fixing C.I. steps and existing chamber

sheet cover, removing the debris from chamber

and carting the same as directed.

Carting and Fixing M.H. Chamber or Catchpite

Seat and Cover in line and level to match

exisisting road level in CC 1:2:4 and finishing

smooth, watering and protecting for 7 days etc.

complete as directed. M.H. seat cover will be

supplied byA.M.C.(from any store)

Providing Kachha of Pakka Dummy in the

following dia pipes and removing the same

after completion of the connection work as

a 1.00 (A) 100 mm to 300 mm dia. 199.10 No

b 1.00 (B) 350 mm to 600 mm dia 302.67 No

Raising of Existing manhole item

includes,cutting of existing road surround by

Manhole by diamond cutter machine

dismantling of road in confined area by breaker

machine and carting of dismantal material.item

also included necessarey brick work to raise the

manhole at road level in CM 1:3 item also

included fixing of Manhole frame at exact road

level by using MaserEmaco S 488 trowable

191 1.00 fibre reinforced thixotropic repair mortal 6815.32 No

material Laying of concrete made form Master

Emaco 5 346 flowable micro concrete material

in desired thickness and laying of hot

bitumanous material in Upper layer and

compaction of hot bitumanious material by

palte compactor machine .Rate also included

necessary plaster at inside of manhole in CM

1:3 in 20 MM thickness on raised brickwork.

Supplying, labour for break down repairing

work for activities like excavation, disliting,

192 removing debris from trench back filling etc.

comp. as directed by Eng.in charge.

a 30.00 Mazdoor at day /Night 452.00 No

b 15.00 Makadam/ supervision at day / Night 462.00 No

Providing and operation dewatering Pump

including fuel charges & operator Charges etc.

as directed etc. comp. (Shift for Eight Hour)

193 5.00 (For Each Pump Set, No payment should be 535.71 Shift

allowed for non working condition of

machinery) (Based on Previously approved rate

Dewatering by pumping set of required capacity

including temporary platform, carting pumping

194 8.00 at site and fixing the same in position including 18.32 H.P/Hr

all accessories and fuel and labour etc.complete

Hiring and operating the 20 KV 3 Phase

Electric Generator for operating desilting

machinery, and lighting and other

requirements with Arranging diesel to run the

195 1.00 D.G. Set Do As Directed. 8 Hrs Shift. (No 2500.00 Shift

payment should be allowed for non working

condition of machinery ) (Based on Previously

approved rate by C E sir )

Providing & Supplying JCB Machine on rental

basis in case of emergency situation and break

down type work & also during unavoidable

condition as per instruction of engg.incharge,

rate includes all nece. shifting, fuel and

operating charges and stacking of useful & non-

useful materials separately up to store. (No

payment should be allowed for non working

condition of machinery and for pipe line

excavation and laying work) (Based on

Previously approved rate by CE sir )

Supplying electric breaker machine for RCC

slab or asphalt demolishing work on site by

using operator, fuel, power supply etc.complete

as directed. (no payment should be allowed for

non working condition of machinery and for

197 2.00 pipe line excavation and M.H. work. Allowed 1071.42 Shift

only for break down work) (Based on

Previously approved rate by CE sir )

Supplying Pneumatic Breaker Machine for

RCC Slab or Asphalt Demolishing Work on site

by using Operator, fuel, power Supply etc.

Complete as Directed. (No payment should be

198 9.87 allowed for non working condition of 535.71 Hr

machinery and for pipe line excavation and

M.H. work. Allowed only for break down work)

(Based on Previously approved rate by C E sir )

Hiring of tractor with trolley considering 8 Hrs.

199 1.00 as working day hours incl.Driver 2104.09 Day

Levelling or orientation of existing gully trap

chamber incl. Nece. masonry in CM 1:6 and

plaster in CM 1:3 etc. using old G.T.stone and

cover etc. comp.

Providing F.R.C. MH seat cover incl. carting to

201 the work site etc. comp. Directed.

(SET cover and frame) F.R.C. Extra Heavy

Duty [EHD-35] Machinehole Covers & Frame-

a 4.00 560mm ø clear opening, The dimension of 2843.00 Set

frame and cover as per mentioned in Amend

(SET cover and frame) F.R.C. Heavy Duty

[HD-20] Machinehole Covers & Frames-

560mm ø clear opening, The dimension of

frame and cover

(SET cover and frame) F.R.C. Medium Duty

[MD-10] Machinehole Covers & Frames-

560mm ø clear opening, The dimension of

frame and cover

(SET cover and frame) F.R.C. Medium Duty

[MD-10] Chamber Covers & Frame- 600 x

mm clear opening, The dimension of frame and

(SET cover and frame) F.R.C. Light Duty [LD-

2.5] Chamber Cover & Frame - 600 x 450mm

e 2.00 clear opening,The dimension of frame and 1631.00 Set

cover as per mentioned in Amend

The Rates are Exclusive of GST. Prevailing GST will be paid separately.

Contractor’s Quoted Rate

IN FIGURE IN WORDS

Net Quoted Tender Amount Rs.

Seal and Signature of the Bidder Addl.City Engineer

mobile (South Zone)

AHMEDABAD MUNICIPAL CORPORATION

"South Zone Office", Opp. Fire Station, Rambaug, Maninagar, Ahmedabad - 380

Municipal Commissioner invites online Percentage Rate sealed tenders from interested contractors for the work

mentioned below.

1 Name of work Necessary civil repairing & maintainance work at kankaria one tree hill

garden, kankaria zoo toiletreparing and diff. locations inside kankaria

parisar in Maninagar ward, Southzone. (ARC).

2 Time Limit 12 Months

3 Tender Validity Period 120 days from the date of submission of the tender

4 Eligibility Criteria Register “E2” class in PWD in Govt. R&B/CPWD/AMC orequivalent

registration with any other state Govt. or institutions.

5 Estimated Cost put to Rs.

6 Earnest Money Deposit Rs.10,000.00 Demand Draft Or Bank Guarantee in favour of Municipal

Commissioner, Ahmedabad to be submitted as prescribed in tender.

7 Security Deposit 5 % of the Tender Amount in form of Bank Guarantee / Demand Draft

in favour of Municipal Commissioner, Ahmedabad to be submitted as

prescribed in tender.

8 Tender fees Rs.900/-Demand Draft in favour of Municipal Commissioner,

(Non refundable) Ahmedabad)

9 Submission of EMD and In separate sealed cover each for EMD and Tender Fees along with

Tender Fees Tender as described in the invitation of tender and submitted to

Assistant Manager(South zone), South zone office, Rambaug,

Maninagar Ahmedabad.

10 Tenders issue date Tenders from the amc.nprocure.com website shall be downloaded from

AS PER TENDER NOTICE INVITED

11 Last date of receiving As per Notice inviting Tender / Addendum / Corrigendum.The

Tenders. tenders received after latest schedule date and time will not be

entertained under any circumstances.

12 Date of Opening As per Notice inviting Tender / Addendum / Corrigendum to

Assistant Manager / Dy.C.E.(S/Z) office, 2nd Floor, South Zone Office,

Opp. Fire Station, Maninagar, Ahmedabad-380008

13 Mode of sending the Document shall be submitted in sealed envelope systems By

TenderDocuments RPAD/Speed post/ Hand Delivery in sealed covers in Duplicate ( One

Original & One Duplicate) duly sign & seal by contractor .

14 Terms, Condition, & All general condition of contract mentioned in tender shall be

Specification applicable.

15 Defect &Liability Period The contractor shall be responsible to make good and remedy at this

own exppence any defect which may developed or may be noticed

before the period mentioned here under from the certified date of

complition, The within 15 days of recipts of the notice. In the case of

failure on the part of the contractor, the Engineer incharge may rectfy or

remove or reexecute the work at the risk & cost of the contractore. The

Engineer incharge shall be entitled to appropriate the whole or any part

of the amount of cicurity deposit towrdes they expences, If any,

incurred by him in rectification, removal or re- execution. The defect

liability period shall be as under (a) for all works costing up to Rs.

50,000 (amount put to tender), the period shall be three months from the

cirtified date of complition. (b) for all workscosting more than Rs.

50,000 and upto Rs. 1 crore (Amount put to tender) ,the period shall be

six (6) month from the cirtified date of compition or one monsoon

which ever letter.(c) the major project costing more than Rs. 1 crore

the period shall be 12 months from the cirtified date of complition

which should include one monsoon.(d) For building works , the period

specified in (a) ,(b) & (c) above or elapse of monsoon period following

cirtifide date of complition.,whichever is letter . For the purpose of

deciding the monsoon period, the 30 september may be treated as the

16 Compansation for Delay 0.1% per day delay of remaining work after the completion date but not more

than 10% of cost of remaining works.

17 Deduction of Retention Retention @ 2% of the value of work done will be deducted from each

Money from each RA RA bill. It will be released along with release of payment of Final Bill.

18 Addendum/Corrigendum Addendum/Corrigendum If any Shall be Published 48 Hrs. Price To the

Final Submission Time And Date. The Same Shall From a part Of

Tender And The Same As to be Attached Along With The Tender

19 For E.P.F. Act. As per Account department cicular no.27, date-07/01/2026

20 GST As per AMC Finance Department Circular No. 38 dated 21-11-2022.

The Rates are Exclusive of GST. Prevailing GST will be paid

Conditional tenders will not be accepted. Municipal Commissionerreserves the rights to reject any or all the

tenders without assigning anyreasons thereof.

Seal and Signature of the Bidder Addl.City Engineer

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ftuLx[tfxhlemne - rm¬tu yuze.mexe Rsluh

btuctEjlkchmt&u (œrûtKÍtul)

FOR BANK GUARANTEE

Seal and Signature of the Bidder Addl.City Engineer (South Zone)

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

General terms & conditions

1. A booklet of FORM B-1 of Gujarat State Roads & Building Department / Water Resources

Department with the latest correction slips may be referred for quality of construction & standard of

Procedure (SOP). (only English version)

2. In the specification “as directed" / "approved" shall be taken to mean "as directed / "approved" by

the Engineering in charge.

3. Wherever a reference to any Indian standard appears in the specifications, it shall be taken to mean

as reference to the latest edition of the same of force on the date of agreement.

4. In "Mode of measurement" in the specifications wherever a dispute arises in the absence of specific

mention for a particulars point / aspect, the same in the relevant Indian Standards shall be referred to.

5. All measurement and computations, unless otherwise specified shall be carried out nearest to the

following limits :-

i) Length, width and depth, Height 0.01 Meter

ii) Areas 0.01 Sq.mts.

iii) Cubic contents 0.01 Cu. mts.

In recording dimensions of work, the sequence of length, width and height (Depth) or thickness shall

6. Definite particulars covered in the items of work, though not mentioned or elucidate in its

specifications shall be deemed to be included therein.

7. Approval of the samples of various materials given by the Engineer in charge or AMC's Consultant

shall not absolve the contractor from the responsibility of replacing defective materials brought on

site or materials used in the work found defective at a later date. The contractor shall have no claim

to any payment or compensation whatsoever on account of any such materials being rejected by the

Engineer in charge.

8. The contractor’s rate for the item of work shall be for the work completed in all respect.

9. All materials including those of electrical shall be got approved by the Engineer in charge/ Architect

before using them in the work.

10. Materials as and when rejected by the Engineer in charge or AMC's Consultant shall be removed

from the site of work within 24 hours.

11. All work shall be carried out in a manner applying the best technique.

12. All tools, templates, machinery and equipment for correct execution of the work as well as for

checking lines, levels, alignment of the works & all precautionary measures during execution shall

have to be kept in sufficient numbers and in good working condition at the site of the work.

13. Special modes of the construction not adopted in general Engineering practice, if proposed to be

adopted by the contractor shall be considered only if the contractor provided satisfactory evidence

that such special mode of construction and completion of work to the required strength and quality.

Acceptance of the same by the Engineer in charge shall not however, absolve the contractor from the

responsibility of any adverse effect and concordance of adopting the same in the course of exaction

or completion of the work.

14. The contractor shall be responsible for observing the rules and regulation imposed under the "Minor

Mineral Act", and such other laws and rules prescribed by the Government from time to time.

15. All necessary safety measures and precautions (incl. those laid down in the various relevant Indian

Standard) shall be taken to engrave the safety of men, materials and machinery on the work and also

of the work itself.

16. Quantity measured in the tender is approximate. It may increase or decrease looking to the quantum

of actual work for which no any claim shall be entertained by A.M.C.

17. Contractor shall have to execute extra item if required only after necessary permission from AMC.

18. The work in general shall be carried out as per standard specifications of the relevant items to be

executed & as per the instruction of Engineer in charge & as per the guidance of AMC's Consultant

for this project.

19. The general terms & conditions of the contract shall be applicable & shall be binding on the

contractor. The contract agreement shall have to be executed between AMC & the agency to which

work is awarded for execution.

20. The time limit shall be reckoned after next day from the date of issue of the written work order to the

contractor after fullfillng the formality life SD & Agreement. No time extension will be granted

under any circumstances.

21. In case of any ambiguity in specifications mentioned in this tender, the interpretation given by

Additional City Engineer /Dy.M.C of A.M.C. will be final and binding to the Contractor.

22. The contractor shall take no advantage of any apparent error or omission in drawing or specification

and the Engineer -in-charge shall make such corrections and interpretations as necessary to fulfill the

intent of the plants and specifications.

23. The quantities of items in BOQ (Bill of Quantities) may vary in case of necessity arises.

24. All prevailing taxes/duties chargeable by State Govt./Central Govt. and the Municipal Corporation.

will be payable by the contractor.

25. No any kind of price rise / price escalation / price variation for cement , steel or labour shall be paid.

26. Contractor is requested to see the site physically before tendering. He is also requested to quote the

rates keeping in view of all the points mentioned in relevant pages of tender documents.

27. Water Supply: The contractor shall arrange at his own cost, a suitable supply of piped water for the

construction of the works and provide a satisfactory supply of potable water for drinking, washing,

sanitation and cleaning down. The contractor will be responsible for all the costs where applicable of

connection, meter installation, water consumed, water required for testing purposes, disconnection

and the laying, maintenances and ultimate removal of any distribution system around the site.

28. Electricity: Electric supply will be made available at the site by the Contractor and the contractor

must make his own arrangements with the Corporation and Electricity Supply Authorities and with

other contractors to connect and to take a supply from such services, paying all costs in connection

The Contractor shall be entitled to use supply Electricity as may be available on the site for purpose

of the work and shall pay such charges as is fixed by the appropriate supply Authorities.

In case there is any delay in supply of power site of any interruption or fault in the power during the

work. No compensation shall be paid for idle labor staff, machineries and for use of diesel operating

sets etc. as the case may be.

29. Tenders shall submit all the valid/certified documents in support of their initial/eligibility criteria

mentioned above along with the bid. They shall have also to submit the income tax clearance

certificate and solvency certificate.

30. No advance such as secured advance machinery advance, mobilization advance or materials advance

31. The contractor shall get the electrical works executed through the authorized Government approved

licensed electrical person or firm in appropriate category in accordance to contractual provisions.

32. The electrical works shall be carried out strictly in accordance with the directives issued by Engineer

33. Contractors shall not have any dispute or claim for any kind of compensations

(i) If the quantity stipulated in the tender items varies or the scope of work changes & thereby

total amount of work increases/ decreases.

total amount of work increases/ decreases.

(ii) If the work gets delayed/ postponed for some administrative/ technical decision what so ever.

34. In case of any dispute, decision of Municipal Commissioner shall be final and binding on the

35. Tenders which do not fulfill all or any of conditions or are submitted incomplete in any respect will

be rejected. Municipal Commissioner reserves the right to increase/decrease the scope of work. No

any claim to that effect shall be entertained. The Municipal Commissioner also reserves the right to

reject any or all the tenders without assigning any reason thereof.

36. The contractors are requested to quote their rates considering above tender conditions.

37. The contractor shall have to paid balance Security Deposit within 15 days from the date if issue of

Letter of Interest (LOI). And after paying the balance S.D. the time limit will be started & Execution

of Agreement to be done than after.

In case of delay in paying balance S.D. by more than 15 days penalty at the rate of 0.01% of

sanction tender amount per day will be deducted from the Bill.

Eventhough in special case, If work is not started because of monsoon or any other special

reason (like site is not available), after evaluation of situation the actual date of starting of work will

be consider after approval of Dy.M.C. (South zone)

38. The Contractor shall not claim for increase or decrease in the quantity of the item or the scope of

39. The payment shall be made as per the A.M.C policy for the work done by the contractor.

40. Conditional tenderes will not be accepted.

41. The Contractor must be followed the rules and regulations for COVID-19 as per guidelines

published by WHO/ Center government/State government /Ahmadabad municipal Corporation.

Signature of contractor with seal Addl.City Engineer (S.Z)

Date Ahmedabad Municipal Corporation

FORM OF BANK GUARANTEE

(hereinafter called the Tenderer) is desirous and preferred to tender for works in accordance with

the terms and conditions of tender for the work of

1 .Therefore. We hereby affirm that -we are guarantors on behalf of the Tenderer up to

(in figures) and we undertake to pay to Municipal Commissioner, Ahmedabad MunicipalCorporation, A'bad

specified up to his first written demand, without demur without delay andwithout the necessity of a previous of

judicial or administrative procedures and without thenecessity to prove to the Bank the defects or short comings

or debits of the contractor any sumwithin the limit of Rs.....................................................

2. We further agree that the Guarantee herein contemned shall remain in full force and effectduring the period

that would be taken for the acceptance of tender.

However unless a demand of claim under this guarantee is made on its in writing on or before the

(Date to be specified will not he less than 180 days from the stipulated date of receiving the tender)we shall be

discharge form all liabilities under the guarantee thereafter.

3. We undertake not to revoke the guarantee during it currency except with the previous consentof the

Municipal Commissioner, Ahmedabad Municipal Corporation, A'bad in writing.

4. We lastly undertake not to revoke the guarantee for any charge in constitution of the Tendereror of the Bank.

Date: Signature & Seal of Guarantor...........................

5. The contractors shall have to furnish income tax clearance certificate before his tender isaccepted and

intimate assessment number and ward under which he is assessed.

6. Copies of certificate as regards previous experience, if any, must accompany the tender.

Signature of Contractor Addl.City Engineer (S.Z) Dy. Municipal Commissioner (S.Z)

Date Ahmedabad Municipal Corporation

TENDER DECLARATION FORM

The Deputy Municipal Commissioner,

South Zone, Ahemedabad

Name of Works: Necessary civil repairing & maintainance work at kankaria one tree hill garden, kankaria zoo

toiletreparing and diff. locations inside kankaria parisar in Maninagar ward, Southzone. (ARC)..

I/We the undersigned have carefully gone through and clearly understood the Tender documentsfor the above

work. I/We have satisfied myself/ourselves as to the location of site, examined drawings.I/We have visited site & fully

acquainted with local situations regarding materials, labours & others factorspertaining to work before submitting tenders.

I/We do hereby offer to execute and complete the whole of the work within the time specified all in

accordance with the specification, designs, drawing and instruction in writing referred to in the saiddocument and with

such materials as are provided for, at the respective rates which I/we have quoted in theschedule-B or at such other rates

as maybe fixed under the provisions of these conditions.In the event of this tender being accepted I/We agree to enter into

an agreement and when required andexecute the contract, according to your fom1 of agreement as or in default where of

I/we bindmyself/ourselves to forfeit the "Earnest Money Deposit."

I/We understand that if I/WE shall not enter in agreement within ten days or decided by AMC fromthe date of

receipt of letter of acceptance, you will forfeit the earnest money paid by me/us and takenecessary action as deemed fit.

I/We have enclosed a DEMAND DRAFT or PAY ORDER as an “Earnest Money Deposit", for thesum as

mentioned in tender notice, the full value of which is to be absolutely forfeited to the Employer IfI/We fail to commence

the work specified. Otherwise the said sum shall be retained, by the Employer as onaccount of such. Security)' Deposit'.'

as provided for in the aforesaid documents.

I/We agree not to employ sub-contractors other then those that may be approved in accordance withConditions in

the aforesaid documents.

I/We understand that you are not bound to accept the lowest or any tender which you may receive.

I/We am/are bound to execute the job if the work order is issued within 120 days from the date ofopening of the

I/We agree to pay the Government income-Tax, Sales-Tax (Central and State) ,Sales Tax on work, octroiduties

and other prevailing Government taxes/charges on such items on which the same are leviable and therates quoted by

me/us are inclusive of the same.

Yours faithfully

Signature of the contractor

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8. ftb ytv<e JF<u su <u ftuLx[tfxhLþk hSMx[uNl ægtlbtk htFelu <ule bgto>tbtk ftb ytvJtbtk ytJNu.

9. yt xuLzh su <u Jdolt btLg gtœe lt ftuLx[tfxhtu Che NfNu. dJobuLxlt btLg ftuLx[tfxhu y.BGþ.ftuvotu.btk btLg ftuLx[tfxhtu le gtœebtk hSMxuNl

fhtJJtLþk hnuNu.

10. yt Wvhtk< y.BGþ.ftuvotu. lt slhj ftuLx[ufx fLzeNl ylu xuLzhle Nh<tu ck^lf<ot hnuNu. su BGþrl.ftuvtuohuNl Juc mtEx

www.ahmedabadcity.gov.inWvh Bþfuj Au.

11. ftuLx[tfxh lu vubuLx - hl´dcej BGþrl.ftuvotu.lt su <u atÕþ mbglt mhfGþjh Bþsc fhJtbtk ytJNu.

12. Nh<e xuLzh MJefthJtbtk ytJNu lrn.

13. xuLzh MJefthÔþ, h> fhÔþ, ftulu ytvÔþ ylu fgt CtJ&e ytvÔþ <u ykdu zu.BGþrl.frbNlh©eltu rlKog ytFhe hnuNu.

14. >huf ytExbltk MvuNeVefuNl ftuvtuohuNlltk bkswh &guj MvuNeVefuNl Bþsc <&t RLzegl MxtLzzo ftuz ytuV «ufxem ltkk btLg ^tht ^tuhKtu Bþsc hnuNu

ylu zu.mexe yuLSlegh©eltu rlKog ytFhe hnuNu. Jtuxh´d fhJtbtk lrn ytJu fu >hhtus J^thtltu zucheÍ WvtzJtbtk lrn ytJu <tu ftuLx[tfxhltk

Fauo ylu òuFbu Jdh ltuxemu Jtuxh´d fhtJJtbtk <&t zucheÍ WvtzJtbtk ytJNu ylu cejbtk&e hfb ftve juJtbtk ytJNu.

15. yufe JF<u yuf fh<tk Jæþ søgtytuyu ftbNY fhJtltu Jfoytuzoh b¤u <tu ftb yuf mt&u s yuf s c<tJuj søgtyu fhJwk vzNu. yuf ftb ÃþÁ &tg

vAe cesw ftb NY fheyu <uÔþk atjNu lrn.

16. atÕþ ftbu ftuEvK mrJom jtEllu LþfNtl l &tg <u he<u ftb fhÔþk vzNu, òu ftuE mrJom jtEl lu LþfNtl &Nu <tu <ule mkÃËKo sJtcœthe

(òlbtjle) ftuLx[tfxhle vtu<tle hnuNu. mtEx vh ftb œhBgtl bswh fu sl<t lt ftuE btKmlt òlbtjlu lwfNtl &tg <ule sJtcœthe

ftuLx[tfxhle hnuNu. vtujem Vhegt>&tg <tu <ule sJtc>the vK ftuLx[tfxhle hnuNu. CuFz ^me l vzu <ule sJtc>the vK vtujem Vhegt>btk

ftuLx[tfxhle hnuNu. CuFz ^me l vzu <u btxu mjtb<elt vdjtk (suJt fu >tuhzwk ctk^e bsqh Ftztbtk W<thJt, mtuh´d ylu Mx[x´d fhJt rJduhu) je^t

Jdh bsqhlu Ftztbtk W<thNu <tu ftuLx[tfxh s vtujem Vhegt>btk sJtct>h hnuNu ylu BGþrl.ftuvtuohuNlltu ftuEvK MxtV ytlt btxu sJtc>th hnuNu

lrn. ytxÕþk mbSlu s xuLzh ChÔþk. Btswhtultu rJbtu vK W<thtJJtu.

17. juch yufx «btKu<ubs Bgw. frb§h©eltkk vrhvºt lkch 81 <t.26.02.2015bwsc <btb juch / bsqhtulwk dwsht< rcÕzekd yuLz y^h

fLMx[[fNl Jfombtkk VhSgt<hSMx[uNl fhtJJt ykdu ybj fhJtltu hnuNu <&t fuxjt juch jtJNtu <u vK sKtJJtLþk hnuNu. juch yufx «btKu

ftgoJtne lrn &E ntug <tu <u btxu ftuLx[tfxh mkÃËKovKu sJtc>th hnuNu. ylu<ulu vubuLx ytvJtbtk ytJNu lrn <ubs ct¤ bswhtulu ftb Wvh htFe

NftNu lrn.<ubs JF<tu JF< Bgw. frBNlh©e îtht fhJtbtkk ytJuj mh¾gwjhtule Nh<tu ftuLx[[tfxhlu ckk^l f<to hnuNu.

18. ftuEvK ftgœtfeg jexeduNl ybœtJtœ Nnuhle ftuxobtk hnuNu.

19. ftuE fthKmh òu ftuLx[tfxhlu ftb l ytve Nftg <tu <u ykdu ftuLx[tfxh ftuEvK «fthltu LþfNtle- J¤<hltu n¬ >tJtu fhe NfNu lrn fu ftg>tfeg

ftgoJtne yt ykdu &E NfNu lrn. xuLzh bkswh &gtltu y&o ftb ytve s >uJtLþk Au <uJtu &E NfNu lrn.

20. ytuVh y&Jt xuLzhbtk œNtoJuj ytRxbltu sÚ&tu mkCrJ< sÚ&tu Au subt atjw ftb œhBgtl VuhVth &Jtle N¾g<t hnuje Au.

21. M&¤ vrhÂM&r< / sYhegt< Bþsc ftb fhtJ<t xuLzhbtk sKtJuj fJtuLxexebtk J^ Dx &Nu <tu <u ykdu ftuLx[tfxh îtht ftuEvK «fthle J^thtle

ltKtkfeg btkdKe fhe NfNu lrn. ylu ftb ytuAw &tg <tu ftuLx[tfxhle J¤<hle btkdKe MJefthJtbtk ytJNu lrn.

22. mtEx vh jtJJtbtk ytJuj btjmtbtl hesufx fhJtbtk ytJu <tu ðþhk< r>l-1btk vh< jE sJtltu hnuNu. yLg&t ftuvtuohuNl îtht <u hesufx btjltu

rlftj fhe >uJtbtk ytJNu ylu <ule LþfNtlele sJtc>the ftuLx[tfxhle hnuNu.

23. su ftuLx[tfxh vtmu bswhtultu rJbtu, ydtW&e W<htÔgtu ntug <ublu «t^tLg ytve ftb ytve NfNu.

24. bsqhtu fu htn>theytulu ftuEvK «fthltu yfMbt<&tg <tu <ule vtujem ftgoJtnele fu juch yufx bwscle ftgoJtnele sJtc>the yb.BGþrl.ftuvtuo.lt

fboatheytule ftuEvK he<u hnuNu lrn.btºt ftuLx[tfxh s yt btxu sJtc>th hnuNu. bswhtulu dbçËx, nuÕbux nt&ltk btuò rJduhu ftuLx[tfxhu VhSgt<

ytvJtltk hnuNu. bswhtu <&t MþvhJtEÍ fu Bþft>bltu rJbtu vK W<thJtltu VhSgt< hnuNu. juch yufx Bþsc ltuk^Ke fhtJe <ult rlgbtuLþk vtjl

fhJt ftuLx[tfxh ck^tguj hnNu. ct¤ bswhtu htFe NftNu lrn.

25. bsqhtu fu htn>theytulu ftuEvK «fthltu yfMbt<&tg <tu <ule vtujem ftgoJtnele fu juch yufx bwscle ftgoJtnele sJtc>the yb.BGþrl.ftuvtuo.lt

fboatheytule ftuEvK he<u hnuNu lrn.btºt ftuLx[tfxh s yt btxu sJtc>th hnuNu. bswhtulu dbçËx, nuÕbux nt&ltk btuò rJduhu ftuLx[tfxhu VhSgt<

ytvJtltk hnuNu. bswhtu <&t MþvhJtEÍ fu Bþft>bltu rJbtu vK W<thJtltu VhSgt< hnuNu. juch yufx Bþsc ltuk^Ke fhtJe <ult rlgbtuLþk vtjl

fhJt ftuLx[tfxh ck^tguj hnNu. ct¤ bswhtu htFe NftNu lrn.

26. rcÕz´d ftble ytExbtu btxu - slhj xuflefj MvuNeVefuNl ytuV rcÕz´d Jfomle çþf Bþsc yLþmhJtltk hnuNu. Mt>h ÃþM<eft øþsht< çþf Mxtumo

20-ce, zeMx[ef Ntuv´d, mufxh-21, dtk^eldh&e b¤e hnuNu. su Juc mtEx www.ahmedabadcity.gov.inWvh Bþfuj Au.

27. bxehegj fu ceò xuMx´d hevtuxo ftuLxtfxhu vtu<tlt Fauo ftuvotuhuNl sKtJu <u søgtyu fhtJJtlt hnuNu. yt ykdultu mkÃËKo Fao <&t Bgwrl.MxtVlu

juctuhuxhe Mþ^e <&t buLGþVufah´d søgt Mþ^e jtJJt -jE sJtltu Fao vK ftuLx[tfxhu CtudJJtltu hnuNu.

28. btj su <u Mxtumo Wvh y&Jt mtEx Wvh jtuftulu lz<h l &tg <u he<u MËalt Bþsc W<thJtltu <ubs dtuXJJtltu hnuNu.

29. òu BGþ.yuLSlegh´d MxtV sKtJu <tu ftuLx[tfxhu atÕþ ftbu mtEx Wvh zeÍexj fubuht&e ftb atÕþ &gt vnujt, atÕþ ftbu <&t ftb ÃËKo &gtltk

Vtuxtud{tVm BGþrl.yturVmbtk ytvJtltk hnuNu <u rmJtg ftbLþk vubuLx fhJtbtk ytJNu lrn òu MxtV MËalt ytvu <tu fubuhtbtk&e ftuBÃGþxhbtk Vtuxt

x[tLmVh fhe ytvJtlt hnuNu. yt ykdu ftuE vK J^thtltu Fao ytvJtbtk ytJNu lrn.

30. ftuEvK fthKmh xuLzh h> fhJtbtk ytJu <tu ftuLx[tfxh <u ykdu ftuEvK «fthltu n¬ >tJtu fu J¤<hle btkdKe fhe NfNu lrn. yt Nh< MJeftgo ntug

<ubKu s xuLzh ChÔþk.

31. bxehegÕm suJt fu hu<e, #xtu, mebuLx, vtEv, rJduhu MxtLzzo bxehegÕm MvuNeVefuNl «btKult jtJJtlt hnuNu. sgtk ftuE atuFJx l &E ntug ðgtk

ytE.yum.ftuz «btKu bxehegÕm jtJJtLþk <&t xuMx´d fhtJJtLþk hnuNu. <ubs ftuLx[tfxhu muBvj yu«wÔz fhtÔgt ct> ftb NY fhtJJtLþk hnuNu.

32. yt xuLzhbtk òu ftuE ytExb hne dE ntug <tu <u atÕþ yum.ytu.yth.btk&e juJtbtk ytJNu ylu òu yum.ytu.yth.btk ytExb l ntug <tu btfuox

huEx&e huEx yultjemem fhe su CtJ Ft<t <hV&e ytvu <u ftuLx[tfxhu juJtltu hnuNu. yt mbSlu s xuLzh ChJtLþk hnuNu. J^tht le ytRxb btk

ftuLx[tfxhle btkdKe Bþsc CtJ b¤Nu lrn.

33. atÕþ ftb >hBgtl «tuxufNlle mkÃËKo sJtc>the ftuLx[tfxhle hnuNu subtk vevzt, >tuhzt, CgMËaf ctuzo, jtj xul , cuhefuxekd xuv, ÃjtMxef vèe,

rJ. ftuLx[tfxhu jtJJtLþk ylu mtaJJtLþk hnuNu. ylu ftuEvK yfMbt<&Nu <tu <ule mkÃËKo sJtc>the ftuLx[tfxhle hnuNu.

34. MxtV MËalt ytvu <tu mtEx Wvh zuEje «tud{um hSMxh ftuLx[tfxhu htFJtLþk hnuNu. >hhtus ytme.mexe yuLSlegh©ele <ubtk mne juJtle hnuNu,

<ubtk >hhtus ftb fh<t bswhtule mkÏgt, fhuj ftbdehe <&t yr^ftheytuyu ftb Mþ^thJt fu «tud{um J^thJt ltuk^ fhuj ntug <tu <uLþk ftuBÃjtgLm

ytvJtLþk hnuNu ytJe ltuk^ltk sJtc l &gu fu <u «btKu M&¤ Wvh ybj l &gu ftuLx[tfxhlu vulÕxe fhJtle m•tt yuze.mexe yuLSlegh©elu hnuNu

<u ykdu ftuLx[tfxh ftuE Jtk^tu jE NfNu lrn.

35. rlg< mbgbgto>tbtk ftb ÃþY l &gu&e xuLzh ¾jtuÍ bwsc ctfe ftbltkk 10.00% juFu vulÕxe BGþrl.ftuvtuohuNllu åþfJJtle hnuNu.

36. xuLzh le yt Nh<tu ce - 1 Vtubobtk sKtJuj Nh<tulu ytuJhYj fhNu.

Wvhtuf<<btb Nh<tu <&t rlgbtu buk ft¤SÃËJof Jtkauj Au ylu blu fçËj bksqh Au.

ftuLx[tfxhle mne - rm¬tu yuze.mexe Rsluh

btuctEj lkch mt&u (œrûtK Ítul)

yufhthlwk Vtubo

(1)nwk/ybu yt&e yufhth fhwk Awk/fheyu Aeyu fu yt xuLzh hsw fh<tk vnujtk buk/ybu M&¤le bwjtft< je^e Au ylu ftblu

jd<t btjmtbtl, bswhe ylu ceS ctc<tulu jd<e M&trlf vrhrM&r<le ò<-btne<e bu¤Je Au.

(2)nwk/ybu yt&e yufhth fhwk Awk/fheyu Aeyu fu yt ftuLx[tfxhtule Nh<tu rJd<tu ylu xuLzhlu jd<t >M<tJustu ft¤SvwJof

yÇgtm fgtuo Au ylu <u bwsc <ultu ybj fhJt mkb< Awk/Aeyu.

ftuLx[tfxhle mne - rm¬tu yuze.mexe Rsluh

btuctEj lkch mt&u (œrûtK Ítul)

" ybœtJtœ BGþrlrmrvj ftuvtuohuNl”

œrûtK Ítul- Esluh Ftðþ

vtKe, z[ulus, vuJ´d, heEMxuxbuLxlt ftuLx[tfxhu Ftm JtkaJt ylu ægtlbtk htFJtle ctc< leau Bþsc Au.

" yt ftblt >huf ytExblt sÚ&tbtk ~ËLg &e cMmtu xftle JD^x &Jt mkCJ Au. ftuE ytExbltu CtJ J^thtu

ytvJtbtk ytJNu lrn. yBþf søgtyu swlt vÚ&h s VheJth heEMxux fhJtlt &Nu. <uJe>huf ytExbbtk J^^x &tg fu ytExb

yufÍefGþx l &tg <uÔþk vK clNu. ytlt btxu ftuEvK «fthle J¤<hle btkdKe fhJtle hnuNu lrn fu CtJ J^thtu, vK

ytvJtltu &Nu lrn. <ult btxu Ãþh<tk mt^ltu ylu bsqhtu ntug, yuf mt&u yluf søgtytuyu ftb fhJtle ûtb<t ntug <ubKu s

rJathelu xuLzh ChÔþk. bsqhtu l&e fu dtbzu s<t hÌtt Au fu ntu¤e, lJhtºte, r>Jt¤e, jøl meÍl fu yLg <nuJthtubkt fu «mkdtubtk

bsqhtu ytJ<t l&e <uJt fu ceò ftuEvK cntlt nuX¤ ftb ck^ htFe NftNu lrn yLg&t htuslt Yt.250.00le J^thtle

vulÕxe ftb ck^ hnu fu MËalt fh<t ytuAt bsqhtu ytJu <ulu je^u fhJtbtk ytJNu.”

ftuLx[tfxhle mne - rm¬tu yuze.mexe Rsluh

btuctEj lkch mt&u (œrûtK Ítul)

AHMEDABAD MUNICIPAL CORPORATION

ENGGNIERING DEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be as per tender notice after the order to start the works. Progress of work

should be in proportion to time limit. The details of reinforcement of R.C.C. work shall be as per design and

instructions of Add. City Engineer and his order will be considered final.

The contractor shall have to maintain account of steel, cement and other materials that may be brought

by him on site. This account shall be regularly maintained and kept open for inspection by Municipal Staff.

Watering of all the items shall be as per instructions otherwise no payment shall be made to contractors. Mixing

of concrete shall be done by concrete mixer machine. Arrangements of binding vibrator for R.C.C. works if

required shall have to be made by the contractor.

The contractor shall be remain responsible for Workmen’s compensation if any accident. The contractor

shall arrange for barricading at night and arrangement of Pagi at night to direct the traffic. He shall be

responsible for any damage to public. If any incident happen, during the execution of work. In case of dispute

for unseen or overlooked items the decision of the Dy. City Engineer shall be final. The contractor shall have to

give site clean of all rubbish during the work and at the time of completion of work and hand over the site with

final finishing of the work as directed. All the rejected materials shall be removed from site within 24 hours by

contractor at this risk and cost. Debris shall have to cart daily from site.

For mixing mortar either for masonry or for plaster or for any other purpose contractor shall have to

prepare through of bigger size and mix the mortar in the required proportion. In on case he shall be allowed to

mix the mortar either on floor or any finished surfaces. The contractor shall have to make his own arrangement

for water required for the work.

If any extra item crops up during the progress of work the same shall be carried out by the contractor

and he shall be paid at the rate fixed by Add.C.E. as per the rate analysis based on latest SOR or if item is not

available in SOR than based on current market rates. In case of extra item decision of Add.City Engg.shall

remain final regarding rate.

If in the interest of the Corporation it is necessary to change either any site or the design of the propose

work the contractor shall carry out the same at his quoted rates without charges any extra and the contractor will

have to carry out the works and he will be paid at the rate quoted by him. No claim for extra rate for subsequent

changes in site and design is entertained.

The cubical contents of the cement bag shall be taken as 1-20 cft. Per bag and the contractors shall have

to prepare the measures boxes according to this measure.

Octroi exemption passes shall not be given for any materials required for the work. Contractor will be

fully responsible for compliance of the various provisions under contract Act. 1970 and the Rules framed the to

The tender for the work shall remain open for a period (120) days from the date of opening of the

tenders for this work and that the tenderer shall not be allowed to withdraw on modify the offer on his own

during the period. If any tenderer withdraw or makes any modifications or addition in the terms and conditions

of his tender not acceptable to the Municipal Corporation the Municipal Corporation shall without prejudice to

any right or remedy be at liberty to forfeit in full the said earnest money and black list the contractor.

If work is not started within specified time limit i.e. within ten days from the date of order to start the

work the penalty of the 0.01% tender Amount per day of delay of start shall be recovered separately from the

immediate bills payable to the contractor. Contractor has to make his own arrangement for procurement of steel

Contractors should note the following conditions carefully :-

i) Conditional tender shall not be accepted.

ii) All tenders are to be submitted in duplicate without which the tenders are liable to be rejected.

iii) In case of tender downloaded from website, tender fee & EMD should be submitted in form of demand

iv) Condition of Form - B1 only Standard Specification of material & code of practice will be applicable.

Form B1 can be is available in website. Specification shall be as per ' R& B Dept. - Govt. of Gujarat

booklets of Building Works & and Road Works Specifications published by Gujarat Book Depot,

Sector-21. Gandhinagar. Other techinical condition will be applicable as per tender condition only.

CONTRACTOR'SSIGNATURE & STAMP Addl.City Engineer

Mobile No.:- ( South Zone)

FormaterialsrelevantspecificationofBuildingSpecificationshallapply.

Name of Works: -Necessary civil repairing & maintainance work at kankaria One tree hill garden

kankariya zoo toilet reparing and diff. locations inside kankariyaparisar in Maninagar

ward, Southzone. (ARC).

TECHNICALSPECIFICATIONS

Item No 1 :-Demolition incl. stacking of serviceable materials & disposal of unserviceable materials with

all lead andlift.

(B) Brick work in cement

(D)TilesorStoneflooring

(E) Sheet roofing (G.I or

,Windowsventilators

Modeofmeasurements&payment:

The unserviceable materials shall be disposed of at all leads and lifts. The rate excludes scraping straightening of

reinforcement but includes cutting of reinforcement.

Therateshallbeforaunitofonecubicmetre

(b) Brickworkincementmortar

Thedemolitionshallconsistofdemolitionofoneormorepartsofthebuildingasspecifiedor shown in the drawings.

Demolition implies taking up or down or breaking up. This shall consist of demolishing whole or part of work

including all relevant itemas specified or shown in the drawings.

Thedemolitionshall alwaysbeplannedbeforehandandshallbedoneinreverseorderoftheone in which the structure was

constructed. This scheme shall be got approved from the Engineer-in-

chargebeforestartingthework.Thishoweverwillnotabsolvethecontractorfromthe responsibility of proper and safe

Necessary dropping,shoringandunderpinningshallbeprovided forthesafety oftheadjoining work or property, which is

to be left intact, before dismantling and demolishing is taken up and the work shall be carried out in such a way that

no damages is caused to the adjoining property.

Wherever required, temporary enclosures or partitions shall also be provide 1. Necessaryprecautions shall be taken

to keep the dust nuisance down as and where necessary.

Dismantling shall be commenced in a systematic manner. All materials which are likely to be damaged by dropping

from a height or demolishing roof, masonry etc. shall be carefully dismantled first. The dismantled articles shall be

properly stacked as directed.

All materials obtained from demolition shall be the property of Government unless otherwisespecified and shall be

kept in safe custody until handed over to the Engineer-in-charge.

Any serviceable materials, obtained during dismantling or demolition shall be separated out and stacked properly as

directed, with all lead and lift. All unserviceable materials, rubbish etc. shall b stacked as directed by the Engineer-

Oncompletionofwork,thesiteshallbeclearedofalldebrisrubbishandcleanedasdirected.

TherelevantspecificationsofshallbeAbovefollowedexceptthatdemolitionofR.C.C.workisto be done.

Modeofmeasurements&payment:

Measurements of all work except hidden work shall be taken before demolition dismantling and no allowance for

increase in bulk shall be allowed. The demolition of lime concrete shall be measured under this item. Specification

for deduction for voids, openings etc. shall be on same basis as that employed for construction of work.

All work shall be measured in decimal system as fixed in its place subject to the following limits, unless otherwise

stated hereinafter : (a) Dimensions shall be measured to the nearest 0.01 mt. (b) Area shall be worked out to the

nearest 0.01 sq. mt. (c) Cubical connection shall be worked out tothe nearest 0.01 Cu.m.

the rate shall include cost of all labour involved and tools used in demolishing and dismantling including

scaffolding. The rate shall also include the charges for separating out and stacking the serviceable materials

properly and disposing the unserviceable materials with all lead and lift. The rate also includes fortemporary

storingforthe safety ofthe portion notrequired to be pulled down or of adjoining property and providing temporary

enclosures or partitions where considered necessary.

The relevant specification of above shall be followed except that the demolition of reinforcedconcrete structure. The

unserviceable materials shall be disposed of at all leads and lifts. The rate excludes scraping straightening of

reinforcement but includes cutting of reinforcement.

Therateshallbeforaunitofonecubicmetre.

(d) tilesorstoneflooring

(e) Sheetroofing(G.IORA.C)

Modeofmeasurement&Payment:

Therateshallincludestackingtheunserviceablematerialsasdirectedwillleadandlift.

Therateshallbefor aunitofonesq.meatier

(f) Doors,Windowsventilators(wood/steel)

Modeofmeasurement&Payment:

Therateshallincludestackingtheunserviceablematerialsasdirectedwillleadandlift.

TherateshallbeforaunitofoneNo.

Item NO2 :- Dismantling barbed wire fencing / Chainlink Fencing including making rolls and also

includingdismantling fanning postsincludingallearthworkconcreteinthebase and making good the

disturbedground stacking unseal materials as directed and

disposing all the unserviceable materials with all leads al lifts & carting to AMC Store as directed

by engg. in charge [Bld. SOR 15-16;it:-20.51.page no-

Modeofmeasurement&payment:

The rate including making roll of dismantled wire and including

dismantlingfencingpostsconcreteworkincaseandmakinggoodthedistillatedgroundetc, complete.

The serviceable materials shall be stacked as and where directed and the unserviceable

materials shall be disposed with all leads and lifts.

Therateshallbeforunitofonerunningmeter.

Item NO3 :- Excavation for foundation in any types of soil including sorting out and stacking of useful

materials and disposing off the excavated stuff upto 50 Meter lead and required left

(Bldg.s.o.r.2015-2016,it. No.0.1Ch- 4 )

(a)0to1.5mtrdepth

(b)1.5to3.0mt.depth.

(c)3.0to5.0mt.depth

Any soil which generally yields to the application of ackaxes and shoves, phawaras rakes or any such ordinary

excavating implement or organic soil, gravel silt, sand turfloam, clay, peat etc., fall under this category.

Clearingthesite:

The site on which the structure is to be built shall be cleared and all obstructions, loose stone,

materialsandrubbishofallkind,bush,woodandtreesshallberemovedasdirected.The materials so obtained shall be

property of the Government and be conveyed and stacked asdirected. within 100 M.lead. The roots of the trees

coming in the sides shall be cut and coated witha hot asphalt.

Therateofsite clearanceisdeemedtobeincluded inthe rateofearthworkforwhichnoextra will be paid.

SettingOut:Afterclearingthesite,thecenterlineswillbegivenbytheEngineer-in-charge.The contractor shall assume full

responsibility for alignment, elevation and dimension of each and allparts of the work. Contractor shall supply

laborers, materials, etc. required for setting out the reference marks and bench marks and shall maintain themas

long as required and directed.

Excavation:Theexcavationin foundationshallbe carried outintruelineand levelandshallhave the width and depth as shown in

the drawings or as directed. The contractor shall do the necessary shoringandshuttingorprovidingnecessary slopes

toasafeangle,at hisown-cost.Thepayment for such precautionary measures shall be paid separately if not specified.

The bottom ofthe excavatedareashallbe1evenedbothlongitudinallyandtransversely.asdirectedbyremoving and

watering as required. No earth filling will be allowedfor bringing it to level, if mistake or any other reason

excavation is made. deeper or wider that shown on the plan or directed. The extradepth or width shall be made up

with concrete of same proportion as specified for the foundation concrete at the cost of the contractor. The

excavation up to 1.5 m. depth shall be measured under this item.

Disposaloftheexcavatedstud:

Theexcavatedstuffoftheselectedtypeshallbeusedin fillingthetrenchesandplinthorlevelingthe ground in layer including

ramming and watering etc.

Thebalanceoftheexcavatedquantityshallberemovedbythecontractorfromthesiteof work to a place as directed

with lead upped 50 M. and all lift.

Modeofmeasurementandpayment:

The measurement of excavation in trenches for foundation shall be made according to the sectionsof trenches shown

on the drawing or as per sections given by the Engineer-in-charge. No payment

shallbemadeforsurplusexcavationmadeinexcessofaboverequirementsorduetoslopping and sloping backas found

necessary on account of conditions of soil , and requirements of safety.

Therateshallbeforaunitofonecubicmeter.

Item No 4:- Provdg. & laying cement concrete 1:5:10 (1 cement : 5 fine sand : 10 graded brick aggregates

40 mm nominal size) and curing complete, excluding cost of form work in (Bldg.Sor 2015-16,item

no.5.3.8,page no-49)(A) Foundation and plinth

Water shall conform to M-1, sand shall conform to M-6. Cement shall conform to M-3. Brick bats shall conform to M-14.

TherelevantspecificationofitemNo.5.3.4shallbefollowedexceptthatbrickbatsaggregateshallbe used instead of stone aggregate.

Modeofmeasurementandpayment:

The relevant specification of item No 5.3.4 shall be followed The rate shall be for a unit of one cubic meter.

WatershallconformtoM-1.SandshallconformM-6.CementshallconformtoM-3.Stoneaggregate40

mm.nominalsizeshallconformtoM-12.

Before starting concrete bed of foundation treaches shall be cleared of all loose materials, leveled, watered, and

rammed as directed.

ProportionofMix:

The proportion ofcement, sand and coarse aggregate shall be one partofcement, 3 parts ofsand, 6 partsof stone aggregates

and shall so measured by volume.

Theconcreteshall be mixedina mechanical mixeratthe siteofwork. Hand mixing may howeverbe allowed for smaller quantity

of work if approved by the Engineer-in-charge. When hand mixing is permitted by the Engineer-in-charge incase of

break-down of machinery’s and in the interest of the

work.itshallbecarriedoutonawatertightplatformandcareshallbetakentoensurethatmixing is continued until the mass is

uniform in colour and consistency. However in such cases 10% more cement than otherwise required shall have to

be used without any extra cost. The mixing in

mechanicalmixershallbedoneforaperiod1to2minutes.Thequantityofwatershallbe sufficient to produce a dense

concrete of required workability for the purpose.

Transporting&Placingtheconcrete:

The concrete shall be handled from the place of mixing to the final position in not more than 15 minutes by the method as

directed and shall be placed into its final position, compacted and finished within 30 minutes of mixing with water

i.e. before the setting commences.

Theconcreteshallbelaidinlayersof15cms.to20cms.

The concrete shall be rammed with heavy iron rammers and rapidly to get the required compaction and to allow all the

interstriees to be filled with mortar.

After the finalset,theconcrete shallbe keptcontinuously wet,ifrequiredby pounding for aperiod of not less than 7 days from

the date of placement.

2.7. Modeofmeasurementandpayment:

The concrete shall be measured for its length breadth and depth, limiting dimensions to those specified on plan or as

Therateshallbeforaunitofonecubicmeter.

Item No 5 :- Provdg. & laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 hand broken stone

aggregates 40 mm nominal size) and curing complete excluding cost of form work in. (Bldg.Sor

2015-16,item no.5.3.4,page no-49)(A) Foundation and plinth

a)Foundation and plinth building Materials :

WatershallconformtoM-1,CementshallconformtoM-3.SandshallconformtoM-6.Stoneaggregate40

mm.nominalsizeshallconformtoM-12.

The relevant specification of item No 5.3.2.(A) shall be followed for the work except that the work is to be carried out in

cement concrete 1:5:10.

Modeofmeasurementandpayment:

Theconcreteshallbemeasuredforitslength,breadthanddepth.limitingdimensionstothosespecified on plans or as directed.

Therateshallbeforaunitofonecubicmeter

Item No 6 :- Providing & Applying Tremixmethod( Vaccum de extracted & Powered trowelled ) for

Concrete Flooring with necessary finishing either smooth or wire finish as approved by

consultants.Rateshallincludestherateofsideshutteringwithchannel,railstoform panels etc.

AsPerItem&instructedbyEngineer-incharge

Themeasurementshallbegiveninonesmtbasis

ItemNo7:-ProvidingandlayingcontrolledcementconcreteM-200andcuringcomplete,

excludingthecostofformworkandreinforcementforreinforcedconcreteworkin: (Bldg.Sor 2015-

16,item no.5.8.,page no-57).

(A)Foundations,footings,baseof

columns, and mass concrete.

(B) Walls from top

offoundations/leveluptofloortwo

(C) Slabs, landing shelves,

Balconies, lintels,beams,girders,and

cantilever, up to floor two level.

(D) Columns, pillars, posts,

andstruts, up to floor two level.

(E)Staircaseuptofloortwolevel.

(K)Verticaland horizontal finsup to

floor two level.

WatershallconformtoM-1.CementshallconformtoM-3.SandshallconformtoM-6.

GritshallconformtoM-8.CoarseaggregateshallconformM-12B.

The relevant specifications of item no. 5.4.1 of ordinary concrete shall be followed except

that the concrete mix shall be designed from preliminary tests, the proportioning of cement and aggregates shall be

done by weight and necessary precautions shall be taken in the

productiontoensurethattherequiredworkcubestrengthisattainedandmaintained.The controlled concrete shall be in

grades of M-100, M-150, M-200, M-250, M-300, M-350, M-400, with prefix controlled added to it. The letter ‘M’

refers to mix and numbers specify 28 days works cube compressive strength of 150 mm cubes of the mix expressed

The porportion of cement, sand and coarse aggregates shall be determined by weight. the weight batch

machine shall be used for maintaining proper control over the porportion of aggregates as per mix design.

Thestrengthrequirementsofdifferentgradesofconcreteshallbeasunder:

Compressive strength of 15 cms 28 days

cubes in Kg./Cmt. at

conducted in accordance Preliminary

Grade of with I.S. 516-1959

Concrete test Work test

Inallcases,the28dayscompressivestrengthspecifiedinabovetableabovebethecriteriafor acceptance or rejection of the

Where the strength of a concrete mix as indicated by tests, lies in between the strength of any two grades specified

in the above table such concrete shall be classified in for all purposes as concrete belonging to the lower of the two

grades between which its strength lies.

Theproportionsforingredientschosenshallbesuchthatconcretehasadequateworkability

forconditionsprevailingontheworkinquestionandcanbeproperlycompactedwith

meansavailableexceptwhereitcanbeshowntothesatisfactionoftheEngineer-in-charge,thatthesupply

ofproperly gradedaggregateofuniformquality canbe maintained till the completion of work. Grading of

aggregate shall be controlled by obtaining the coarse aggregates, in different sizes and being in them in the

right proportions as required. Aggregate ofdifferentsizesshallbe stocked inseparatestockpiles.The required

quantity of material shall be stock piled several hours, preferably a day before use. The grading of coarse

and fine aggregate shall be checked as frequently as possible, the frequency for a given job being

determined by the Engineer-in-charge to ensure that the suppliers are maintaining the uniform grading as

approved for samples used in the preliminary tests.

In proportioning concrete, the quantity of both cement and aggregate shall be determined by

weight.Wheretheweightofcementisdeterminedbyacceptingthemaker’sweightper bag a reasonable number of

bags shall be weighted separately to check the net weight. Water shall either be measured by volume in

calibrated tanks or weighed. All measuring equipments shall be maintained in clean and serviceable

condition. Their accuracy shall be periodically checked.

In is mostimportantto keep the specifiedwatercement ratio constantand atits correct value.

Tothisend,moisturecontentinbothfineandcoarseaggregatesshallbedeterminedby the Engineer-in-charge,

according to the weather conditions. The amount of mixing water shall then be adjusted to compensate for

variations in the moisture content. For the determination of moisture content in the aggregates, I.S.

2389(Part III) shall be referred to. Suitableadjustments shallalso be made in the weights ofaggregates due

tovariation in their moisture content. Minimum quantity of cement to be used in concrete shall not be less

than 220 Kgs./M 3 in plain concrete and not less than 250 Kg/M3 in reinforced concrete.

Modeofmeasurementandpayment:

TherelevantspecificationsitemNo.5.4.1shallbefollowedexceptthatthecontrollerconcrete

R.C.C.workforworkasspecifiedinitemshallbemeasuredunderthisitem.Therate excludes cost of form work.

Therateshallbeforaunitofonecubicmeter

Item No 8 :- Filling In Plinth With Sand Under Floors Including Watering,Ramming,Consolidating And

Dressing Etc. Completed. (P.41,Ch.4, Item.No.4.24-0.0)I00055

SandshallconformtoM.6.

The sand to be used for filling shall be free from salts, organic or other foreign matter, All clods of earth shall be

Assoon asthe work in foundation has been completed and measured, the site of foundation shallbe cleared of all

debris, brick bats, mortar dropping etc; and filled with sand in layers not exceeding 20 Cms. Each layer shall be

adequately watered rammed and consolidated before the succeeding

layerislaid.Thesandshallberammedwithironrammerswherefeasibleandwiththebuttends of crow-bars, where rammer

cannot be used.

Theplinthshallbesimilarlyfilledwithsandinlayersnotexceeding20Cmsadequatelywatered andconsolidatedby

rammingwithiron orwoodenrammers. Whennfilling reachesfinishedlevel, the surface shallbe floodedwithwater for

at least24hours and allowed to dry and then rammed and consolidated.

Thefinishedleveloffillingshallbekepttoshapeintendedtobegiventofloor.

In case of large heavy duty flooring like factory flooring, the consolidation may be done by power rollers, where so

specified. The extent of consolidation required shall also be as specified.

Modeofmeasurementandpayment:

Thepaymentshallbe madeforfillinginplinthandtrenches,Nodeductionshallbe made for shrinkage or voids if

consolidated as instructed above

The rate includes cost of collecting carting sand with all lead and labour for filling the same in plinth under floors.

Therateshallbeforaunitofonecubicmeter.

Item No 9 :- Filling Available Excavated Earth (Excluding Rock) In Trenches,Plinth,SidesOf

FoundationsEtc.In Layers Not Exceeding20 Cm.In Depth ConsolidationEachDeposited Layer By

Ramming And Watering.(P.15,Ch.4, Item.No.4.12)

The earth obtained fromexcavation shallbe filled in layers not exceeding 20 cms. in depth and

waterthoroughlyaftereachlayerandshallbeproperlyconsolidatedwithrammerssothatno hollow voids remain there.

Ingeneral the work shall be carried out in the best manner so that no hollow voids remain after work. Workmanship

in general confirm to C –2.

ModeofMeasurementshallbeoncubicmeterbasis.

Item No 10 :- Filling In Foundation And Plinth With Murrum OrSelected Soil In Layers Of 20 Cm.

Thickness IncludingWatering, Ramming A n d Consolidating Etc . Complete. (P.15,Ch.4,

Item.No.4.24-0.0)I00056

Filling in foundation and plinth with murrum or selected soil shall be filled in layers not exceeding

20 cms. in depth and water thoroughly after each layer and shall be properly consolidated with

rammers so that no hollow voids remain there. Ingeneral the work shall be carried out in the best

manner so that no hollowvoids remain after work. Workmanshipin general confirm to C –2.

ModeofMeasurementshallbeoncubicmeterbasis.

Item No 11 :- Providing form work in ordinary timber planking so as to give a rough finish including

centering, shuttering, strutting and propping etc. height of propping and centering below

supporting floor to celling not exceeding 4 M & removal of the same for in situ reinforced or plain

concrete work in (Bldg.Sor 15-16 ,,item no.9.1,page no-99 )

(A)Foundation,footings,basesofcolumnsetc.andmassconcrete.

(B) Flat surface such as soffits of slabs, landing and the

(I)Floorsetc.200mminthickness.

(C)Verticalsurfacessuchaswalls(anythickness)partitions.

g1.Columns,pillars,posts&struts.(1)Square,rectangular,polygonalinplan

2.Columns,pillars,posts&struts.(2)Circularorcurvedinplan.

h(1)Sidesandsoffitsofbeam,haunchingscantilevers,girders,bressumersand lintels not

exceeding 1 M in depth.

(2) Sides and soffits of beam,haunchings cantilevers, girders, bressumers and

lintelsexceeding 1 M in depth.

(L)chullahhoops,weathersheds,chhajas,carbelsetcincludingedges.

(M)Staircasewith-slopingorsteppedsoffitsincl.risers&stringsexcludinglanding.

(Q)Verticalfinsandverticalsunbreakers.

TheshutteringtobeprovidedshallbeofordinarytimberplanksandshallconformtoM-26.

Thedimensionsofscantlingsandbattensshallconformtothedesign.Thestrengthofthe wood shall not be less than

that assumed in the design.

Theformworkshallconformtotheshapelinesanddimensionasshownontheplans and be so constructed as to

remain sufficiently rigid during the placing and compacting of the concrete. Adequate arrangements shall be made

by the contractor to safe guard against any settlement of the form work during the course of concreting and after

concreting. The form work of shuttering, centering, scaffolding bracing etc shall be as per design.

Cleaning&Treatmentofforms:

All rubbish, particularly chippings shaving and saw dust shall be removed from the

interioroftheformbeforetheconcreteisplacedandtheformworkincontactwithconcreteshall be cleaned and thoroughly

wetted or treated. The surface shall be then coated with soap solution applied before concreting is done. Soap

solution for the purpose shall be prepared by dissolving yellowsoap inwater to getconsistency ofpaint.Alternatively

acoatofraw linseed oilor formoil of

approvedmanufacturemaybeappliedincasesteelshutteringisused.Soapsolutionorraw

linseedoilshallbeappliedafterthoroughly cleaning the surface.Careshallbetaken thatthe coating does not get on

construction joint surface and reinforcement bars.

Innormalcircumstancesandwhere ordinary cementisused forms may bestruckafter expiry of following periods:

Sides of walls columns and vertical faces of beam 24 to 48 hours. Beams soffits (Props left under) 7 days.

Removalofpropsslabs

(i) Slabs spanning up to 4.5 m – 7 days (ii) Spanning over 4.5mm 14 days Removal of props to beams and

(i) Spanningupto6m–14days (ii)Spanningover6m21days

2.4 Procedurewhenremovingtheformwork:

All form work shall be removed without such shock or vibration as would damage the

reinforcedconcretesurface.Beforethesoffitsformworkandstrutsareremoved,thesoffitsand the concrete surface shall be

exposed where necessary in order to ascertain that the concrete has sufficiently hardened.

The centering to be provided shall be got approved. It shall be sufficiently strong to ensure absolutesafely

oftheformworkandconcreteworkbefore,during and afterpouringconcrete. Watch should be kept to see that behavior

of centering and form work is satisfactory during concreting. Erection should also be such that it would allow

removal of forms in proper sequence without damaging either the concrete or the forms to be removed.

The props of centering shall be provided on firm foundation or base of sufficient strengthto carry the loads

without any settlement.

The centering and form work shall be inspected and approved by the Engineer-in-charge before concreting.

But this will not relieve the contractor of his responsibility for strength, adequacy

andsafetyofformworkandcentering.Ifthereisafailureofformworkorcentering,contractor shall be responsible for the

damages to the work, injury to life and damage to property.

All scaffolding, hoisting arrangements and ladders etc required for the facilitating of concreting shall be

provided and removed on completion workby contractor at his own expense.Thescaffolding,hoisting

arrangementsandladdersetc.shallbestrongenoughtowithstandall live, dead and impact loads expected to act and shall

be subject to the approval of the Engineer-in-charge. However, contractor shall be solely responsible for the safety

of the scaffolding, hoisting arrangement, ladders, work and workman etc.

Thescaffoldinghoistingarrangementsandladdersshallalloweasyapproachtothe work spot and afford easy

The rate is applicable to all conditions of working and height up to 4 mts. The rate shall include the

cost of materials and labour for various operations involved such as:

Splayededges,notching,allowanceforoverlapsandpassingatangles,battens centering, shuttering

propping, bolting, nailing, wedging, easing, striking and removal.

Filleting to form stop chamfered edges or splayed external angles not exceeding 20 mm width to beams,

columns and the like.

Temporary openings in the forms for pouring concrete, if required, removing rubbish etc. Dressing with oil to prevent

adhesion of concrete with shuttering, and

Rakingorcircularcutting.

Before re use all forms shall be inspected by Engineer-in-charge and their suitability ascertained. The

forms shall be scarred, cleaned, and joints gone over, repaired where required. Inside surface shall be retreated to

prevent adhesion of concrete.

Modeofmeasurements&payment:

Form work shall be measured as the area in square meters of shuttering in contract with

concreteexceptinthecaseofinclined memberandportionofcurvedprofileanduppersidein which case only area of

underside shall be measured for payment.

Form work to secondary beams shall be measured up to the sides of main beams but no deduction shall be

made from the form work of the main beam at the inter section point. No. deduction shall be made fromthe

formwork of a column at inter section of beams.

Therateisforthecompleteditem.

TherateshallbeforaunitofoneSq.meter

Item No 12 :- Provdg. & laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone

aggregates 20 mm nominal size) and curing complete excluding cost of form work and

reinforcement for reinforced concrete work in (P.49,Item No.5.4.1 sor-15-16)

(A)Foundations,footing,ofcolumnsandmass concrete

(B)Slabs,landings,shelves,balconies,lintels,beams,girdersandcantileveruptofloortwo level.

(D)Columnspillars,posts&strutsupto floorstwolevel.

Materials&Workmanship

The relevant specification of item No. 5.3.13 shall be followed except that the work shall be carried outfor reinforced

concrete work for work as specified in item 1.2. In addition, the following stipulations shall be followed for :

Thebarsshallbekeptinpositionbythefollowingmethods:

(i) Incaseofbeamandslabconstruction,sufficientnumberofprecastcoverblocksincementmortar1:2 (1 cement : 2 coarse sand)

about 4 cms x 4 cms

section and of thickness equal to the specified cover shall be placed between the bars and shuttering as to secure and

maintain the requisite cover of concrete over the reinforcement.

Incaseofcantileveredordoublyreinforcebeamsofslabs,themainreinforcingbarsshallbeheld in position by introducing

chain spacers or supports bars at 1.0 to 1.2 meters centers.

(ii) In case of columns walls, the vertical bars shall be kept in position by means of timber temphtes with

slotesaccuratelyoutinthem.Thetemphtesshallberemovedafterconcretinghasbeendone below it. The bars may also be

suitably tied by means of annealed steel wires to the shuttering to maintain their position during concreting.

1.2 All bars projecting from pillars, columns beams, slabs etc., to which other bars and concrete are to be attached or

bounced to later on, shall be protected with a coat of thin neat cement grout, if the bars arenotlikely

tobeincorporatedwithsucceedingmassofconcretewithinthefollowing10days. This coat of thin neat cement shall be

removed before concreting.

Modeofmeasurementandpayment:

RelevantspecificationsofitemNo.5.3.13shallbefollowed.

ThevolumeoccupiedbyreinforcementshallnotbedeductedfromR.C.C.work.

Therateshallbeforaunitofonecubicmeter.

ItemNo13:-ProvidignthermoMechanicallytreatedbars(RNTEARS)confirmingtoIS786/FC415

forR.C.Cworksincludingsbendings,bindingandplacinginpositioncompleteuptofloor two

level.(Bldg.Sor 15-16,item no-5.4.11,page no-53)

The specification of the above item can be available from Ch.5, pg.no.29 to 42, “ General Technical Specifications for

Building Works ” Book published by Gujarat Book Stores (P) Ltd, Sector-21, Gandhinagar or It can be

downloaded from www.egovamc.com.

ThepaymentforthisitemshallbedoneinKgbasis.

ItemNo14:-BrickWorkUsingCommonBurntClayBuildingBricksHavingCrushingStrength Not Less Than

Kg/Sq.Cm. In Cement Mortar 1:6 (1 Cement : 6 Fine Sand) ((Bldg.Sor 15-16,item no.6.13-,page no-

83)A)In foundation and Plinth

Materials: Water shall conform to M-1 Cement shall conform to M-3 Sand shall conform to M-6. Brick shall conform to

M-15 Cement mortar shall conform to M-11.

Theproportionofthecementmortarshallbe1:6(1cement:6finesand)byvolume.

Wettingofbricks:

The bricks required for masonry shall be thoroughly wetted with clean water for about two hours

before use or as directed. The cessation ofbubbles, when the bricks are wetted withwater is an indication of through

wetting of bricks.

BricksshallbelaidinEnglishbondunlessdirectedotherwise.Halforcutbricksshallnot be used except when

necessary to complete to bond; closer in such case shall be cut to requiredsize and used near the ends of walls.

Alayerofmortarshallbespreadonfullwidthforsuitablelengthofthelowercourse. Each brick shall first be

properly bedded and set home by gently tapping with handle of trowel or wooden mallet. It side face shall be

flushed with mortar before the next brick is laid and pressed against it. On copletion of course, the vertical joints

shall be fully filled form the top with mortar.

Thewallsshallbetakenuptrulyinplumb.Allcoursesshallbelaidtrulyhorizontal

andallverticaljointshallbetruly vertical.Verticaljointsinalternatecourseshallgenerally be directly one over the other.

The thickness of brick course shall be kept uniform.

Thebrickshallbelaidwith frogupwards.Asetoftoolscomprisingofwooden straight edges, mason’s

sprit level, square half meter rub, and pins, string and plumb shall be kepton the site of work for frequent checking

during the progress of work.

Boththe faces ofwallsof thickness greater than 23 cms shallbe keptin proper

place.Alltheconnectedbrickworkshallbekeptnotmorethanonemeterovertherestofthe work. Where this is not possible,

the work shall be raked back according to bond (and not left toothed) at an angle not steeper than 45 degrees.

All fixtures, pipes, outlets of water, hold fasts of doors and windows etc. which are required to be

built in wall shall be embedded in cement mortar.

Bricks shall be so laid that all joints are quite flush with mortar. Thickness of joins shall not

exceed 12 mm. The face joints shallbe raked out as directed by taking tools daily duringthe progress of work, when

the mortar is still green so as to provide key for plaster or pointing to done.

Thefaceofbrickshallbecleanedtheverydayonwhichthebrickworkislaid and all mortar dropping

Green work shall be protected from rain suitably. Masonry work shall be kept moist on all the faces fora period

seven days. The top of masonry work shall be kept well wetted at the close of the day

Preparationoffoundationbed:

If the foundation is to be laid directly on the excavated bed, the bed shall be leveled, cleared of all loose materials,

cleaned and wetted before starting masonry. If masonry is to be laid on concrete footing, the top of concrete shall be

cleaned and moistened. The contractor shall obtain

theengineer'’approvalforthefoundationbed,beforefoundationmasonryisstarted.Whenpuccas

flooring is to be provided flush with the top to plinth, the inside plinth offset shall be kept lower than the outside

plinth top by the thickness of the flooring.

Modeofmeasurementsandpayment:

The measurements of this item shall be taken for the brick masonry fully completed in foundation up

to plinth. The limiting dimensions not exceeding those shown on the plans or as directed shall be final. Battered,

tapered and curved portions shall be measured net.

No deduction shall be made from the quantity of brick work nor any extra payment made for

embedding in masonry or making holes in respect of following items:

(1) Endsofjoints,beams,posts,girders,rafters,purlins,trusses,corbelstepsetc.wherecross sectional area does not exceed

(2) Openingnotexceeding1000Sq.cm.

(3) Wall plates and bed plates, bearing ofslabs,chhajasan the likewhose thickness does notexceed 10 Cms. and the

bearing does not extend to the full thickness of wall.

(4) Drainage holes,and recesses forcement concrete blocks to embed hold fasts for doors,windows etc.

(5) Ironfixtures,pipesupto300mmdiaholdfastsanddoorsandwindowsbuiltintomasonryand pipes etc. for concealed wiring.

(6) Formingchasesofsectionnotexceeding350Sq.Cm.inmasonry.

Aperturesforfireplacesshallnotbedeductednorshallextralabourrequiredtomake splaying of jambs,

throating and making Arches over the aperture be paid for separately.

Therateshallbeforaunitofonecubicmeter.

ItemNo15:-Extraforbrickworkinsuperstructure.(A)ItemNo6.13(pageno-87,06007B2)

AsPerItem&instructedbyEngineer-incharge

Themeasurementshallbegiveninonecmtbasis

ItemNo16:-.HalfBrickMasonryInCommonBurntClayBuildingBricksHavingCrushing

StrengthNoteLessThan35Kg/Sq.Cm.InCementMortar1:4(1Cement:4Coarse Sand)InFoundation and

plinth .(P.87,Ch.6,ItemNo.6.3,06008A2)

1.0 Materials: Brick shall conform to M-15. Water shall conform to M-1. Cement shall conform to M-3.Sand shall

conform to M-6. Cement mortar shall conform to M-11.

2.0 Workmanship:

Relevantspecificationsofbricks,wettingand layingofbricks,joints,curing etc.shallconformto item No 6.19 (A) except

the brick work of half bricks shall be carried out.

Cement mortarused in masonry workshall be in proportion of1partofcementand 4 partofsand by volume.

Allbricksshallbelaidstrecherwise,breakingjointswiththoseintheupperandlowercourses. The wall shall be taken truly

plumb. All courses shall be laid truly horizontal and all vertical jointsshall be truly vertical. The bricks shall be laid

with frogs upwards. A set of masons tools shall be maintained on work as required for frequent checking.

3.0 Modeofmeasurementandpayment:

Thehalfbrickmasonryworkinfoundationandplinthshallbemeasuredunderthisitem,the limiting dimensions shall not

exceed those shown in the plan or as directed. Any work done extra over the specified dimensions shall be ignored.

TherelevantspecificationsofitemNo.6.12shallbefollowed.Thelengthshallbemeasured nearest to one Cm.

TherateshallbeforaunitofSq.Mt.

ItemNo17:-ExtraforHalfbrickworkSuperStructureUptoFloorTwoLevel.(P.91,Ch.6.,Item No.6.32,06010B)

AsPerItem&instructedbyEngineer-incharge

Themeasurementshallbegiveninonesmtbasis

Item No 18 :-Providing cement plaster in single coat on brick/concrete wall for interior/exterior plastering

upto any floor level finished even and smooth in CM 1:3 incl. finishing with floating coat of

neat cement slurry, with necessary scaffoldingetc. complete.

(P.91,Ch.6.,ItemNo.6.32,06010B)(a) 15 mm th.

WaterM-1.TheCementmortarofproportion1:4shallconformtoM-13.

Scaffolding:Woodenballies,bamboos,planks,treatlesandotherscaffoldingshallbesound. These shall be properly

examined before erection and use Stage scaffolding shall be provided for ceiling plaster, which shall be independent

Preparationofback-ground:

The surface shall be cleaned of all dust, loose mortar droppings, traces of algae, afflorescence and

otherforeignmatterbywaterorbybrushing.Smoothsurfaceshallberoughenedbywirebrushing if it is not hard and by

racking if it is hard. In case ofconcrete surface, ifa chemical retarder has

beenappliedtotheformwork,thesurfaceshallberoughenedbywirebrushingandallthe

resultingdustandlooseparticlescleanedoffandcareshallbetakenthatnoneoftheretarderis left on the surface. Trimming

of projections on brick/concrete surface where necessary shall be carried out to get an even surface.

Rakingofjointsincaseofmasonrywherenecessaryshallbeallowedtodryoutforsufficient period before carrying out the

The work shall not be soaked but only damped evenly before applying the plaster. If the surface becomes dry such

area shall be moistened again.

Forexternalplaster,theplasteringoperationshallbestartedfromtopfloorandcarried downwards. For internal plaster, the

plastering operations may be started wherever the building frame and cladding work are ready and the temporary

supporting ceiling resting on the wall of the floor have been removed, Ceiling plaster shall be completed before

starting plaster to walls.

ApplicationsofPlaster:

The plaster about 15 x 15 cms. Shall be first applied horizontally and vertically at not more than 2 metre intervals

over the entire surface to serve as gauge.The surfaces of these gauges shall betruly inplane of the finished plastered

surface. The mortar shall then be applied in uniform surface slightly more than the specified thickness, then brought

to a true surface by working a wooden straight edge reaching across the gauges with small upward and sideways

movement at a time. Finally,the surface shallbe finished offtrue with a trowelor wooden float according as a smooth

orasandygranulartextureisrequired.Excessivetrowellingoroverworkingthefloatshallbe

avoided.Allcorners,arrises,anglesandjunctionsbetrulyverticalorhorizontalasthecasemay be and shall be carefully

finished. Rounding or chamfering corners, arrises junctions etc. shall be carried out with proper templates to the

Cementplastershallbeusedwithinhalfanhourafteradditionofwater.Anymortarorplaster which is partially set shall be

rejected and removed forthwith from the site :

In suspending the work at the end of the day, the plaster shall be left out clean to the line both

horizontallyandvertically.Whenrecommendingtheplaster,theedgesoftheoldworkshallbe

scrapedcleanandwettedwithcementputtybeforeplasterisappliedtotheadjacentareato enablethetwo toproperly

jointtogether.Plasteringworkshallbeclosedattheendoftheday on the body of the wall and nearer than 15 cm. To any

corners or arrises. Horizontal joints inplasterworkshallnotalsooccuronparapettopsandcopingsastheseinvariably

leadtoleakage. No portion of the surface shall be left out initially to be packed up later on.

Each coat shall be kept dam continuously till the next coat is applied or for a minimum period of

days.Moisteningshallcommenceassoonasplasterishardenedsufficiently.Soakingofwalls shall be avoided and only as

much water as can be readily absorbed shall be used excessive evaporationonthesunny orwindwardsideofbuildingin

hotairordry weathershallbeprevented by handling mattings or gunny bags on the outside of the plaster and keeping

Modeofmeasurement&payment:

Therateshallincludethecostofallmaterials,labourandscaffoldingetc,involvedinthe operations described under

All plastering shall be measured in square metres unless, otherwise specified length, breadth or height shall be

measured correct to a centimeter.

Thickness of the plaster shall be exclusive of the thickness of the key i.e. grooves or open joints in

brickwork,stoneworketc.orspacebetweenlaths.Thicknessofplastershallbeaverage thickness with minimum 15 mm. at

any point on this surface.

Thisitemincludesplasteringuptofloortwolevel.

Themeasurementofwallplasteringshallbetakenbetweenthewallsorpartition(dimensions before plastering being taken)

for length and from the top of floor or skirting to ceiling for height. Depth of cover of cornices if any shall be

Soffits of stairs shall be measured as plastering on ceilings, Flowing soffits shall be measured separately.

For jambs, soffits, sills etc. for openings not exceeding 0.5 sq. mt. each in area for ends of joints,

beams,posts,girders,stepsetc.notexceeding0.5sq.mt.eachinareaandforopenings exceeding 0.5 sq.mt. and not

exceeding 3.0 sq. mt. in each area deductions and additions shall be made in the following manner :

(a) No deductions shall be made for ends joints, beams posts etc. and openings not exceeding 0.5 sq. mt. each and no

addition shall be madefor reveals, jambs, soffits, sills etc. of these opening for finish to plaster around ends of

joints, beams, posts etc.

(b) Deduction for openings exceeding 0.5 sq. mt. but not exceeding 3 sq. mt. each shall be made as follows and no

addition shall be made for reveals, jambs, soffits etc. sills etc. of these openings.

(i) When both faces of all wall are plastered with same plaster, deduction shall be made for one face only.

(ii) Whentwofacesofwallareplasteredwithdifferenttypesofplastersorifonefacesisplastered

andtheotherpointed,deductionsshallbemadefromtheplasterorpointingonthesideofframe

fordoor,windowetc.onwhichwidthorrevealsislessthanthatontheothersidebutno deductions shall be made on the other

side. Where width of reveals on both faces of all are equal, deductions of 50% of area of opening on each face shall

be made from area of plaster and/or pointing as the case may be.

Foropeningshavingdoorframesequaltoprojectingbeyondthethicknessofwall,fulldeduction for opening shall be made

from each plastered face of the wall.

In case of openings of area above 3 sq. mt. each, deduction shall be made for opening but jambs, soffits and sills

shall be measured.

Therateshallbeforaunitofonesq.metre.

Item No 19 :-Extra over above item forCeilling plaster on Ceilling and soffits of stairs up to any floor

(app.rate) (P.201,Ch.17.,ItemNo.17.91,17006)

Therateshallbeforaunitofonesq.metre.

AsperItemandinstructedbyengineerincharge

Item No 20 :-Providing 20mm thick double coat sand face/mala cement plaster on interior brick/concrete

work for plastering comprising o f base coat of 12mm thick cement plasterin cement

mortar(1Cement:4coarsesand) in rough finishing and 8mm thick t op coat of cement

mortar1:2(1Cement:2Coarsesand) finished with trovel including scaffoldingcuring etc.

complete.(P.203,Ch.17.,17017)

WatershallconformtoM-12.CementmortarshallconformtoM-11.

Theworkshallbecarriedoutinthecoats.Thebackingcoat(basecoat)shallbe12mm.thickin

C.M.1:2.Therelevantspecificationsofitemno.17.58(I)shallbefollowedexceptthatthe

thicknessofbackcoatshallbe12mm.average.Beforethefirstcoathardensitsshallbebeaten up by edges of wooden tappers

and close dents shall be made on the surface.

The subsequent coat shall be applied after this coat has been allowed to set for 3 to 5 days depending upto the

weather conditions. The surface shall not be allowed to dry during this period.

The second coat shall be completed to 8 mm. thickness in C.M. 1:2 as described above, including raising sand

facing by bushing. The sample of sand face shall be got approved before the work is started. The whole work shall

be carried out uniformly as per sample approved.

Curing:Thecuringshallbestartedovernightafter finishingofplaster.Theplastershallbe keptfor a period of 7 days.

During this period, it shall be protected from all damages.

Modemeasurements&payment:

The relevant specificationsofitemno.17.58 (I) shallbe followed exceptthat the sand face plaster on outside upto m.

above ground level shall be measured under this item.

Therateshallbeforaunitofonesq.metre.

Item No 21 :-Providing & laying Stone chips Plaster with / without grooves for making panels incl.backing

coat of plaster in C.M.(1:3) in grey cement as per dir.Of consultants.(N.S/ARC.)

Therateshallbeforaunitofonesq.metre.

AsperItemandinstructedbyengineerincharge

ItemNo22:-Providing&ApplyingCementPopadaPlasterInCementMortarIn1:3 Incl.

Cleaning Surface BeforePlastering Rate AlsoIncl.Scafloding,Watering,AndNeatFinishingEtc.

Comp. As Dire.(N.S./ARC)

Therateshallbeforaunitofonesq.metre.

AsperItemandinstructedbyengineerincharge

ItemNo23:-Providingand applying fiberereinforcedcementitiousmicroconcrete workin cellings and beams

incl.mixture of CEMSCREED HM (F) fair mate company material, FBR bonding agent

material with water in suItable proportion anti corrosive treatment on exposed beam,celling

steel bars with safeCore R incl.all kind of labouretc.comp.including three coat of white

wash.(Approved Rate in ARC)

Therateshallbeforaunitofonesq.metre.

AsperItemandinstructedbyengineerincharge

Item No 24 :-ProvidingAndLayingPolishedKotaStoneSlabFlooring Over 20 Mm.(Average) Thick Base Of

CementMortar1:6 (1 Cement:6 CoarseSand)OrLime Mortar 1:1.5 LaidOver And Joined With

Grey Cement Slurry mixed with

pigmenttomatchtheshade of slab including rubbing and polishing

etc.complete.(A)25mmthick. (P.185,Item No.14.43,14012A)

WatershallconformM-1.LimemortarshallconformtoM-10.CementmortarshallconformtoM-11 polished kota stone

shall conform to M-49.

Each slab shall be cut to the required size and shape and fine chisel dressed at all the edges. The sides thus dressed

shall have a full contact if a straight edge is laid along. The sides shall be table rubbed with coarse sand before

paving. All angles and edges of the slabs shall be true square and free formchippings and giving plain surface.The

thickness shallbe 25 mm. (Average) as specifiedin the item but not less than 20 mm. at any place of the slab.

Bedding for the kota stoneslabs shallbe cement mortar 1:6 (1 cement: 6 coarse sand)orL.M. 1:1.5 of average

thickness 20 mm. as given in the description of the item. Sub grade shall be cleaned, wetted and mopped. Mortar of

the specified mix and thickness shall be then be spread on an area sufficient to receive one kota stone slab. The slab

shall be washed clean before laying. It shall be laid on top pressed, tapped gently to bring it in levelwith the

otherslabs. Itshall be lifted andlaidaside. Topsurfaceof the mortarshall then becorrectedby adding fresh

mortarathollows or depressions. The mortar shall then be allowed to harden bit. Over this surface, cement slurry of

honey like consistency shall be applied. The slab shall then be gently place in position and tapped with wooden

mallet till it is properly pedded in level with and close to the adjoining slab. The joint shall

beasfineaspossible.Theslabsfixedintheflooradjoiningthewallshallenternotlessthen 10 mm. under the plaster skirting

or dado. The junction between the wall floor shall be finishedneatly. The finished surface shall be true to levels and

slopes as directed.

Thefloorshallbekeptwetforaminimumperiodof7days.Sothatbeddingandjointssetproperly.

Polishing shall be normally commenced after14 days oflaying the stone slab.Firstpolishing shall be done with ear

borundum stones of 120 grade grit fitted in the heavy machine and then second polishing shall be done with

carborundum stone of 220 of 350 grade grit fitted in heavy machine. Water shall be properly used during polishing.

The stone shall then be washed clean with water. When directed by the Engineer-in-charge wax polish of approved

quality shall be applied on the surface with the help of soft cloth over a clean and dry surface. Then the polish

machine fitted with bobs shall be run over it.

TheholesrequiredforNahnitraps,pipesanyotherfittingsshallbe madewithoutanyextracost.

Modeofmeasurements&payment:

The rate shall include the cost of all materials and labour involved in all the operations described

above.TheKotastoneflooringshallbe measuredinsquare metrescorrecttotwoplacesof decimal, length and breadth

shallbe measured correct to a centimeterand between the finished faceofskirting dadoorwallplaster and no

deductionshallbe made nor extrapaid forany opening in floor of area upto 0.1 sq. mt.

Therateshallbeforaunitofonesq.metre.

Item No 25 :-Providing and laying Rough chiselled dressed (kota stone green) stone flooring over 25 mm.

thick base of cement mortar 1:5 (1 cement : 5 coarse sand) or L.M. 1:1.5 including pointing

with cement mortar 1:2 (1 cement : 2 coarse sand) etc. complete.(P.187,Item

Materials : Water shall conform to M-1 line mortar shall conform to M-10 cement mortar shall conform to M-11 rough

chiselled dressed stone shall conform to M-48.

The relevant specifications of item no. 18. shall be followed except that the rough chiselled dressed stone of 25 mm.

thickness of approved quality are to be fixed on cement mortar bedding in C.M. 1:5 or L.M. 1:1.5 of 25 mm.

(average) thickness.

Dressing of stone slab : Every stone shall be cut to the required size and shape and rough chiselled dressed stone on top,

if required so that the dressed surface shall not be more than 6 mm. from straightedgeplacedonit

thesidesshallalsobechiselleddressedtoa minimumdepthof20 mm. sothat thedressededgeshallatnoplacebe

morethan30mm. fromstraightedgebuttedagainst it. Beyond this depth the sides may be dressed slightly splayed so as

to form an inverted “V” shape joint with adjoining slab.The surface shall be reasonable true and plain and all the

shall be square and free from chippings where the stone slabs are to be used for nosing, exposed edge shall be rough

chiselled dressed to full depth and cut to the uniform thickness.

Thethicknessofthestoneslabshallbe25mmwithpermissibletoleranceof+or–2mm.

Laying : The surface of the sub-grade concrete shall be cleaned, wetted and mopped. The bedding of specified mortar

mix shall be spread under each slab shall be washed clean before laying. It shall be then laid-on top dressed so that

all hollows underneath filled up and surplus mortar works up through joints. The top shall be tapped and brought

level to the adjoining slab. The thickness of joints shall not exceed 5 mm. Subsequent slabs shall be laid in same

Curing & Finishing : Any surplus mortar on the surface of slab shall be cleaned off and joints finished

lush. The joints shall be racked out uniformly to a minimum depth of 12 mm. when the mortar is still

green, the slabs which are fixed in the floors adjoining the wall shall be not less then 12 mm under

the plaster, skirting and dado. The junctions between wall plasters and floors shall be finished neatly

and without waviness. The pointing shall be done with C:M

1:2. The pointing shall be cured for minimum period of seven days. The finished floor shall not sound hollow when tapped

with wooden mallet and the finished surface shall be true to level and slopes as directed.

Modeofmeasurement&payment:

TherelevantspecificationofitemNo.18shallbefollowed.

Therateshallbeforaunitofonesq.metre.

Item No 26 :-Labour Work for moulding the polish kota stone surface rate also including provding cutting

and grinder machine for molding work etc.complete as directed.(app.rate)

Therateshallbeforaunitofonerunningmetre.

AsperItemandinstructedbyengineerincharge

Item No 27 :-Labour work for Polish kota stone surface rate also including providing cutting and grinder

machine for molding work etccomlete as directed.(app. rate)

Therateshallbeforaunitofonesq.metre.

AsperItemandinstructedbyengineerincharge

Item No 28 :-ProvidingAndLayingCementConcreteFlooringForI.P.S.1:2:4 (For Indian Patent Stones) (1

Cement: 2 CoarseSand:4 GradedStoneAggregate20 Mm. NominalSize)LainIn

LayerFinishedWithAFloatingCoatOfNetCement.(40 Mm Th.)(P.187,Item No.14.71,14015A)

Water shall conform to M-1. Cement shall conform to M-3. Sand shall conform to M-6. Stone aggregate 20 mm.

nominal size shall conform to M-12.

Cement concrete 1:2:4 proportion measured by volume shall conform to relevant specification or ordinary

grade 1:2:4 concrete.

The cement concrete flooring of 40 mm. thick (average) is to be laid as per the site condition. The

concreteshallbemixedinamechanicalmixeratthework.Handmixermayhoweverbeallowed for smaller quantities of

work and in case of failure of machines or as permitted by the engineer-in-charge. It shall carried out on a water

tight platform and care shall be taken to ensure that mixing is continued until the mass is uniform in colour and

consistency. However in such cases 10% more cementthanotherwiserequiredshallhavetobeusedwithoutany

cost.Themechanicalmixing shall be done fora periodof 1/2to 2 minutes.Thequantity ofwatershall be thussufficient of

produceadenseconcreterequiredworkabilityforthepurpose.Flooringofspecifiedthickness shall be laid in accordance

with approved pattern or as directed. Finishing operation shall startshortly after the cessation ofbeating and shall be

spread over a period ofone to six hours depending upon the temperature and atmospheric conditions.The surface

shallbe left forsome timetillmoisturedisappearsfromit.Freshquantityofcementshallbemixedwithwatertoforma

thick slurry and spread over the surface while the concrete is still green. Use of dry cement orcement and sand

mixture sprinkled on this surface to stiffen the concrete or absorb excessive moisture shall not be permitted. The

cement slurry shall than be properly paste twice by means of iron flats, once, when the slurry is applied and the

second time when cement starts setting and finished smooth. The surface shall be marked with string orB.R.C.

fabric jali to make the surfacenon slippery as and when directed. The junction of floors with wall plaster dado or

skirting shall be rounded where so required upto 25 mm. radius. Flooring in lavatories and bath rooms shall be laid

after fixing ofwater closet and squatting pans and floor traps,which shallbe plugged while layingthe floors and

opened after the floors, are completed. Any damage, done to water supply sanitary fittings during the execution of

work shall be mage good.

Afterthefinalset,theconcreteshallbekeptcontinuouslywet,ifrequiredpondingforaperiodof not less than 7 days from the

date of placement.

Theformworkshallbeprovidedifnecessary asdirectedby theengineerincharge.Concreting shall be done as per

alternate bay method with necessary centering wither by mastic or cement mortar as directed.

Modeofmeasurement&payment:

The rate shall include the cost of all material and labour involved in all the operations described above. No

deduction shall be made or extra paid for any opening upto 0.1 sq. metre in area in the floor, nothing extra shall be

paid for laying the floor at different levels in the same room or the court yard.

Therateshallbeforunitofonesq. metre.

ItemNo29:-AdditionalRateForProvidingWaterProofingSolutioninI.P.S

Therateshallbeforaunitofonesq.metre.

AsperItemandinstructedbyengineerincharge

Item No 30 :-P & L 24"x24" vitrified 8mm thick tile flooring over 20mm (average) base of cement mortar

1:6(1cement:6coarsesand) on new surface or fixing on existing flooring by adhesive

material including dismentaling of existing flooring and jointed with color cement slurry

including finis ed with flush pointing & cleaning the surfaceetc.complete for anti

skit(P.189,Item No.14.9,14021)

Item No 31 :-P & L 24"x24" vitrified 8mm thick tile flooring over 20mm (average) base of cement mortar

1:6(1cement:6coarsesand) on new surface or fixing on existing flooring by adhesive

material including dismentaling of existing flooring and jointed with color cement slurry

including finis ed with flush pointing & cleaning the surfaceetc.(P.189,Item No.14.9,14022)

Water shall conformto M-1. Cement mortar shall conform to M-11. vitrifiedtiles shall conform to M-55.

Preparation of surface : In case of brick masonry wall, the joints shall be raked out to a depth of atleast 15 mm. while the

masonry is being laid. In case of concrete wall, the surface shall be chiselled and roughened with wire brushes. The

surface shall be cleaned and wetted thoroughly before commencing the laying work.

The wall surface shall be covered 20 mm. thick plaster of cement mortar 1:6 mix and allowed to harden. The plaster

shall be roughened with wire brushes both way. The back of tiles shall befloated with gray cement slurry and edges

with white cement slurry set in bedding mortar. The tiles shall be gently tapped in position one after the other

keeping the joints as this as possible. Top f skirting or dado shall be truly horizontal and the joints vertical or as per

required pattern.

Risers of steps, skirting and dado shall rest on top of treads or flooring. Where full size tiles cannot be fixed, they shall

be cut to the required size and the edges be smoothened. surface shall be washed clean.

The joints shall be cleaned and flush pointed with white cement. The surface shall be kept wet for seven days. After

curing the surface shall be washed clean.

Modeofmeasurement&payment:

The rate shall include the cost of all materials and labour required for various operations described above. Risers of

steps, skirting and dado shall be measured in square meters. Length and height shall be measured along the finished

face of the skirting or dado including curves, where specialsuch as covers, internal and external angles, etc. used.

The length and height shall be measured correct to the centimeter except in cast of riser and skirting where height

shall be measured correctto 3 mm.

Therateshallbeforaunitofonesq.meter.

Item No 32 :-Providing and Fixing pvc.Door (sintex door-equivalent) with necessary alluminium fitting

with EL-7 section frame (Approved Rate as per ARC)

Themeasurementshallbegiveninonesmt.basis

Item No 33 :-Providing &laying polish kota stone (25 mm th,)Sandwich platform. Work incl.provdg good

quality & even shade polish kota stone of required size having uniform thickness. Work also

incl. providing nece. Dismentling of brick work for making jari to support the etc.comp.(app

Therateshallbeforaunitofonesq.metre.

AsperItemandinstructedbyengineerincharge

Item No 34 :-P/F glass of 4 mm thik for vent lowers and window with wooden border patti as per

instruction of eng. In chage.(app.rate)

Therateshallbeforaunitofoneno.

AsperItemandinstructedbyengineerincharge

Item No 35 :-Making hole in brick wall & all damaged work shall be well repaired as per inst. etc. comp

Therateshallbeforaunitofoneno.

AsperItemandinstructedbyengineerincharge

ItemNo36:-Provdg.&fixingrubberplugforsinkorwashbasin.

Therateshallbeforaunitofoneno.

AsperItemandinstructedbyengineerincharge

Item No 37 :-Providingandfixing30 mmthickapprovedstandardbrand factory made PVC rigid

foampaneleddoor shutter manufacturedbymadefromm.s.cube19 guage thickness size 19 x

mm for styles and 15 x 15 mm for top and bottom rails , covered with heatmoulded PVC '''' C

channel of 5 mm thicksheetand30 x50 mmwideto foamstylesand 5 mm thickand75

mmwidePVCsheetfortoprail,lockrail,

and bottom rail on either side and 5 mm thick, 20 mm widecross PVC sheet as gap insert for

top rail and bottomrail , paneling of5 mmthickPVCsheetfilledinthe MSframewelded/

shieldtothestylesandrailswith5 x30 mmPVCsheet

beadingoneithersideandjoinedtogetherwithsolvent cement adhesive etc.

complete as per manufacturers applicationsanddirectionsofengineerin chargefixedto

frameswith three nos .Stainless Steel hinges (fourinch long) incl.medium grade aluminium

hardware all octroi, tax charges etc.complete.I01385

quality andcolourofPVCrigidfoampaneleddoorshuttershallbeapprovedbyengg.incharge

Modeofmeasurementandpayment

ThemeasurementshallbegiveninSmtbasis

Item No 38 :-Providing and fixingapproved standard brand factorymade PVC door FRAMEof size 50 x

47mmwith a wallthickness of5 mmmadeoutofextruded5mmrigid PVCfoamsheet

mitredatcornersandjointedwith2 Nos.of150 mmlong bracketsof15 x15

mmM.S.squaretubetheverticaldoor profiles to be reinforced with19 x 9 mm M.S.square tube

of 19 guage,EPDMrubbergasketweathersealto beprovided through out the frame. The door

frame to befixed to the wall using M.S.screwsof65/100 mmsizeetc.completeasper

manufacturersspecifications anddirectionofEngineeringin charge incl. medium

gradealuminium hardware alloctroi, tax charges etc.complete

(itemcodeno-10050sor-15-16)

1.0 qualityandcolourofPVCrigidfoampaneleddoorshuttershallbeapprovedbyengg.incharge

2.00 Modeofmeasurementandpayment

2..01 ThemeasurementshallbegiveninRmtbasis

Item No 39 :-Providing and fixing pre laminated PVC rigid foam sheet manufactured by approved

standard brand wall paneling of thickness 5 mm stuck on inner frame work of 35 mm

widestripsof5mmthickPVCrigidfoamsheet.Thestripsshouldhaveintheircentre a groove of

mm width and 2 mm depth for sinking the head of the screw used to fixthe strips to the wall

and should be placed vertically at equal intervals of 405 / 407 mm center to center. The PVC

strips to be fixed to the wall using 65 mm long M.S. screws through the groove in the strip

by using PVC fasteners. the distance between two screws shall not be more then 300 mm. A

groove of 2 mm to be left at the joint of two panels for aesthetic look.

Therateshallbeforaunitofsmtbasis.