Necessary civil repairing & maintainance work of Existing toilet blocks and diff. locations inside kankariya parisar in Maninagar ward, Southzone. (ARC).

Name of work :- Necessary civil repairing & maintainance work of Existing toilet blocks and diff. locations

inside kankariya 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 (G.I. Or A.C.) 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

1.00 the base and making good the disturbed ground 66.15 Rmt

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

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 soft soil

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 aggregate 40 mm

normal size) and curing complete excluding cost of form

work in (A) Foundation and Plinth (upto 10 ton)

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

coarse sand : 8 hand broken stone aggregates 40 mm

nominal size) and curing 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 either smooth or wire finish as

approved by consultants. Rate shall includes the rate of

side shuttering with channel , rails to form panels etc.

Providing and laying controlled cement concrete M-200

7 and curing complete, excluding the cost of form work

and reinforcement for reinforced concrete work

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

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

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

girders and cantilever upto floor two level.

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

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

1.00 (K) Vertical and horizontal fins up to floor two level. 4701.97 Cu.M.

Filling in plinth with sand under floors including

8 2.00 watering ramming, consolidating and dressing complete 455.63 Cu.m

Filling Available Excavated Earth (Excluding Rock) In

Trenches,Plinth,Sides Of Foundations Etc.In Layers Not

9 20.00 Exceeding 20 Cm.In Depth Consolidation Each 129.10 Cu.m

Deposited Layer By Ramming And Watering.

Filling in foundation and plinth with murrum or selected

10 5.00 soil in layers of 20cm. thicknessincluding watering, 215.54 Cu.m

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. 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. and

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

like (I) Floors etc. 200 mm in thickness.

(C) Vertical surface such as walls (any thickness)

10.00 partitions and the like including attached but tresses & 229.95 Smt

string course & the like.

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

Rectangular Polygonal in plan.

2. Columns, pillars, posts & struts.(2)Circular or

curved in plan.

E (1) Sides and soffits of beam, haunchings cantilevers,

5.00 girders, bressumers and lintels not exceeding 1 M in 192.15 Sq.M.

(2) Sides and soffits of beam, haunchings

5.00 cantilevers, girders, bressumers and lintels exceeding 1 259.88 Sq.M.

(L) chullah hoods, weather sheds, chhajas, carbels etc

including edges.

(M) Staircase with-sloping or stepped soffits incl. risers

& strings excluding landing.

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

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

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

1.00 (A) Foundations, footing, of columns and mass concrete 3923.53 Cu.M.

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

girders and cantilever upto floor two level.

(C) Columns, Pillars posts and struts upto floor two

Providing TMT Bar FE 500 reinforcement for R.C.C.

13 150.00 work including bending,binding and placing in position 75.46 Kg

complete upto floor two level.

Brick Work Using Common Burnt Clay Building Bricks

Having Crushing Strength Not Less Than 35 Kg/Sq.

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

In foundation and Plinth

Extra for brick work in super structure above plinth level

upto floor two level (B) Conventional

Half Brick Masonry In Common Burnt Clay Building

Bricks Having Crushing Strength Note Less Than

Kg/Sq. Cm. In Cement Mortar 1:4 (1 Cement :

Coarse Sand) In Foundation and plinth

Extra for half brick masonry in super structure above

plinth level upto floor two level. (B) Conventional

Providing cement plaster in single coat on brick/concrete

wall for interior/exterior plastering upto any floor level

18 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 Ceilling

19 5.00 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 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.

Providing & laying Stone chips Plaster with / without

21 2.00 grooves for making panels incl.backing coat of plaster in 354.00 Sq.M.

C.M.(1:3) in grey cement as per dir.Of consultants.

Providing & Applying Cement Popada Plaster In

Cement Mortar In 1 : 3 Incl. Cleaning Surface Before

Plastering Rate Also 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

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

proportion anti corrosive treatment on exposed

beam,celling steel bars with safeCore R incl.all kind of

labour etc.comp.including three coat of white wash.

Providing And Laying Polished Kota Stone Slab

Flooring Over 20 Mm. (Average) Thick Base Of Cement

Mortar 1:6 (1 Cement : 6 Coarse Sand) Or Lime

24 10.00 Mortar 1:1.5 Laid Over And Joined With Grey Cement 982.83 Smt

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

25 15.00 cement mortar 1:5 (1 cement : 5 coarse sand) or L.M. 554.03 Sq.mt

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

26 5.00 rate also including provding cutting and grinder 150.00 Rmt

machine for molding work etc.complete as directed.

Labour work for Polish kota stone surface rate also

27 5.00 including providing cutting and grinder machine for 64.00 Smt

molding work etc comlete as directed.

Providing And Laying Cement Concrete Flooring For

I.P.S.1:2:4 (For Indian Patent Stones) (1 Cement:

28 3.00 Coarse Sand:4 Graded Stone Aggregate 20 Mm. 297.68 Smt

Nominal Size) Lain In Layer Finished With A Floating

Coat Of Net Cement.(40 Mm Th.)(Item No.14.71)

Additional Rate For Providing Water Proofing Solution in

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

30 3.00 existing flooring by adhesive material including 1383.99 Smt

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

Providing and Fixing pvc.Door (sintex door-equivalent)

32 3.00 with necessary alluminium fitting with EL-7 section 1617.00 Sq.M.

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

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

34 3.00 wooden border patti as per instruction of eng. In chage. 150.00 No

Making hole in brick wall & all damaged work shall be

well repaired as per inst. etc. comp

36 5.00 Provdg. & fixing rubber plug for sink or wash basin. 19.43 No

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 and

37 1.00 bottom rail on either side, and 10mm (5mm x 2) thick, 1135.02 Smt

20mm wide cross PVC sheet as gap insert for top rail

and bottom rail, Panelling of 5 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 drawing.

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

2 Nos. of 150 mm long brackets of 15 x 15 mm

M.S.square tube the vertical door profiles to be

38 5.00 reinforced with 19 x 9 mm M.S.square tube of 19 314.88 Rmt

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

39 1.00 wall and should be placed vertically at equal intervals of 944.00 Smt

10” center to center. The 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 200 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.

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 on a bed of

41 2.00 12mm thick cement mortar 1:3 (1-cement : 3-coarse 908.17 Smt

sand ) finishing with flush pointing in white cement.

Providing And Laying Glazed Tiles 6 Mm Thick In

skirting risers of Steps and dedo 10Mm Thick Cement

plaster 1:3 (1Cement : 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 of 12mm thick

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

with flush pointing inwhite cement.

Providing and fixing rough cast wired glass 6 mm thick

bedded in putty and thick with 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 50 mm thick

for walk-way, covering the activity of excavation,

45 5.00 ramming, Laying on sand bedding as per requirement to 236.61 Smt

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 incl. average

30cm depth for excavation and or filling,carting away

debries/excavated material up to 5 km and cleaning the

site etc.comp. as directed.

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

47 2.00 and to be 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

mm size & 4 mm thickness pasted on a net / paper

sheet.Glass mosaic 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

49 5.00 round in cement mortar 1:1 includingneat cement 23.45 Rmt

finishing,watering etc. complete.

Providing, supplying and fixing precast C.C. blocks (M-

20) edge kerb having size of 75 x 300 x 300 mm depth

50 4.00 and as per design conveying it to the site, jointing into 195.54 Rmt

C:M 1:3 and racking out the joints incl. necessary

excavation of asphalt, soil etc..completed.

Conveyance charge of earth murrum, building rubbish,

51 15.00 manure, garbage, sludge, excavated rock,fly ash, 235.51 Cmt

aggregates of any kind etc.comp

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

Decorative Pattern With M.S.Channel,Flat,Medium

52 15.00 Grade 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

Providing and fixing 18 gauge s.s.304 grade stair railing

as per design given and direction of incharge

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

stone paving over Cement mortar 1:2 (1 Cement :

54 3.00 Sand ) Including filing joints with cement mortar 1:3 820.00 Smt

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

55 5.00 etc. machine cut or chiselled on bed of cement mortar 2672.00 Sq. M.

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

56 6.00 Letters Discription as per instructions of engg. in charge 4304.00 Sq.mt.

to M.S. frame structure for Inaugaration & Public

Handover Function

Providing & Fixing M.S.structure from square &

rectangular pipes,angles,flats,round etc.of required size

for above mentioned granite board of suitable size

mentioned by engineer in charge.

Removing and refixing old granite stone on walk way of

KLF and for planter opp workshop in KLF removing

granite stone and cleaning cement mortar with grinder,

hammer and takna, 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

59 5.00 ,tackles,scaffolding and equipment including providing 650.00 smt

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

60 5.00 casting column in line and level,including repairing M.S 264.00 Smt

Grill if required with providing M.S hold fast etc as per

site condition.

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"

61 2.00 rate also inclusive necessary bending ,cutting and 1865.00 Smt

fabrication charges and priming coat and 2 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 chemical solution for

termite control treatment incl. labour and materials

consistant with I.S.I specification.

Carrying out timber treatment to all wood work incl.

drilling holes and spreying oil based chemical solution

on surface ot timber work for termite contorl including

labour and materials etc. comp

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

64 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 Cement

Mortar1:1(1-Cement:1-finesand) (Sea land cover to be

measured and paid for separately) (A)vitreous China

Pattern :(i) in white colour

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

66 1.00 separately) (A) Vitreous China : (1) Long pattebn white 1039.64 No

colour. including puffin cement mortar 1 :3 (1 cement :

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

67 1.00 sutting holes and making good the same but excluding 1400.18 No

fittings.(A) Vitreous China:(ii) Flat Back washbasin

mm x v 400mm size. (i) In white colour.

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

68 following size (B) Brass chromium plated screws down

a 1.00 (II) 20mm dia 212.68 No

Providing & Fixing Angle Cock Of "Ess Ess" Trend

69 1.00 Series Or Equivalent Standard Make As Approved By 675.00 No.

Engg.In Charge All Complete.

Provdg. & Fixing Gun Metal Check Or Nonruturn

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

Supplying nece hardware, Fittngs etc.comp of

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 wheel

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 brass half

72 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. Brass waste coupline

waste pipe, pvc connection etc. Complete.( size

Providing & Fixing Chromium Plated Brass Flush

Cock With Lever Of "Ess Ess" - Trend Series Or

Equivalent Make 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 th. A.C.

sheet or plywood sheet and fixed to wooden pluge with

C.P. brass screws and washers.

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

masonry chamber & water tight C.I. cover with frame

76 1.00 of 300 mm x 300 mm size ( inside) with standard 1283.11 Each

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

77 2.00 Design With 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 Etc.Comp

Provdg. & fixing plastic seat & cover for wash down

78 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

80 1.00 connection, stop cock, and other fixing material and 361.00 no

labour as per inst. of engineer in charge

Construction Of Under Ground Tank With 23 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

Periphary Of The Tank Incl.Formwork 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

Mm,Fiber Steps Etc.Comp.As Dire.

Providing & Fixing Polytheline Over Head Tank With

82 1000.00 Necessary Dia.Holes For Outlet,Inlet Over Flow And 7.72 lit

Washout Necessary Washer And Checkput Etc.Comp.

Providing & Fixing Door closer-complete of Approved

83 5.00 make to wooden / Alluminium Doors as per direction of 480.00 No.

engg.in charge.(N.S.)

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

inst of engg in charge .etc.comp.

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

per inst of engg in charge .etc.comp

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 83.5x44.45 (Wt.1.31 Kg/Mt.)(At

87 1.00 1.31Kg/Mt)(C)Shutter Bottom Section At14.3x44.45 2900.00 Smt

Mm At (1.37 Kg/Mt) Shutter Middle Section At

100x44.3 Wt.(1.37Kg/Mt) Incl.Providing & Installing

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 Of 61.85 X31.75 Mm (At 0.41 Kg/Rmt)

(C) Shutter Top & Bottom Section 40 X 18 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) Units Equivalent

(Approved Rate) Frame 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

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 mm with 38 mm dia. Steel pulleys

complete 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

91 3.00 bolts, and nuts 8 mm. dia with bitumen and G.I. limpet 793.10 Sq.M.

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 Hooks, Bolts and nuts

glavanised iron J or L 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 mounted on specially design pipe shaft

with 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 Prince,Supreme

94 Astral, finolex or equivalent make as per dir. Of engg. In

Provdg. And fixing to wall ,ceiling and floor 6.00 kg.

F/Sq.Cm working pressure polythelene pipes of the

95 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 10.0 Kgf/Cm2 Working

Pressure Pvc Pipes Of The Following Outside Dia

96 Complete With Special Flange Type Fittings,Wall

Clamps Incl. All Necessary Fittings Etc. Complete. (At

Any Floor Level)

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

97 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 2.0 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.

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 in KLF &

99 2.00 work carry out as per Instructed by engineer 130.00 Kg.

P/F. to wall ceiling and floor galvanized mild steel tubes

(Medium grade) of the following nominal dia. with all

100 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 S.S Studds & also

Removing Existing Break Mirror etc comp as Directed

Providing & Fixing 15 Cm Wide Chicken Mesh Jali With

102 5.00 Nails & Then Application Of 15 Mm Plaster On 35.00 Rmt

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

103 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 15 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 from 0.0 to

0.90meter for pipe dia <=150mm.

0.75 X 0.75 mt. size (Inside Clear) Depth from 0.0 to

1.20 meter for pipe dia <=20 mm

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 4 Mm Dia

105 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 15 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 1.00 Meter (Inside Clear,

M.H. length should be parallel to the flow)

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

pipe dia <=230 mm)

CatchPit Jali Fixing P/F FRC catch pit jali with frame

106 1.00 600mm x 600mm clear opening etc. comp.. As directed 1384.00 No.

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

107 1.00 C.C. 1:2:4 and finishing smooth, watering and protecting 750.00 No.

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 machinery etc. of

108 following dia pipes at any convenient time. All damaged

work shall be well repaired as per instructions.

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 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 the work

site etc. comp. Directed.

(B) Frc Medium Duty Cover Size 670 Mm Dia & 70Mm

2.00 Thick 10 M.T. Load Design And Frame Size560 Mm 884.00 No.

Clear Opening Outer Size 780 X 780 X120 Mm

(C) Frc Medium Duty Chamber Seat Cover (Frc) Cover

2.00 706 X 556 X 50 Mm Rectangular Cover Frame Size 600 X 884.00 No

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 masonry in C.M. 1:5

112 3.00 and plaster in C.M. 1:3 and fixing C.I. steps and existing 402.00 no

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. supports of reqd. size,

nailing, fixing with mortar, levelling. All specification for

dead centring as per standard engg. practice etc. comp.

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

114 3.00 and 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

115 3.00 payment should be allowed for non working condition 536.00 hour

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 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

117 15.00 Pavment, excavation, refilling, demolishion,levelling 493.00 No.

work & other miscellanous work.

Supplying Carpentar 2st Class for repairing doors with

118 8.00 nece material like stopper, hinges, handle, glass etc 638.00 No

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

Providing and fixing 1.20 Metre high fencing with

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 diagonals of galvanised steel

barbed wire 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

121 10.00 diagonals of galvanized steel barbed wire weighing 303.00 Rmt

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

Sptaples, including fixing the posts in column of

compound wall etc. complete. I00832 wire fencing

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.

122 5.00 There should not be broken stone, brocken bricks, 800.00 Cu.m

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 any extra cost. The

complete tank cleaning by mono cleaning systems

comp. as directed. (Approved rate- With reference

to Approved rate in SOUTH Zone)

Supplying of Pavadi tractor with driver having cultivator

124 5.00 and pavadi arragements to roads to remove deposited 350.00 Hour

earth as per given inst. Of engineer in charge.I00802

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

125 3.00 fiting in wooden door including removel of old fiting if 47.00 No

any etc completed as directed. I00870 6 inch

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

necessary fiting in wooden door including removel of

old fiting if any etc completed as directed. I00872

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

127 5.00 necessary fitting in wooden windows including removal 39.00 No

of old fitting if any etc completed as directed.I00873

Providing and fixing stopper (aluminium) 6 inch with

necessary fiting in wooden door including removel of

old fitting if any etc completed as directed. I00890

Providing and fixing Aldrop 10 mm size (aluminium)

129 5.00 with necessary fiting in wooden door including removel 138.00 No

of old fiting if any etc completed as directed I00891

Providing and fixing handle (aluminium) 6 inch size in

130 5.00 with necessary fitting in wooden door including removal 36.00 No

of old fitting if any etc completed as directed.

Removing any kind of pavement incl stacking of

131 100.00 serviceble material disposal of unserviceble material 14.00 Smt

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 removing from 500.00 no

position and refixing it at same place after repairing it,

etc comp. as directed. Sub Desc : As per approved rate

of AMC MET work I01334

Providing Scaffolding for Demolation , Plaster work &

painting work by "H" Frame Stand of by any means like

bamboo, valli etc. inluding carting material work site

and removing after compltion of work. Rate include any

type rent etc complet for any height as directerd by

engg. incharge.

Rapairing Of Door & Window (Steel).It Also Including

Labour Charges For Erection And Fixing Door

Shutter & Frame Etc.And Necessary Repair As Per Site

Rapairing Of Door & Window (Wood).It Also Including

Labour Charges For Erection And Fixing Door

Shutter & Frame Etc.And Necessary Repair As Per Site

Repairing of Doors/Windows shutters and Frames

including refixing-aligning shutter, providing, replacing,

fixing MS hinges, 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 20 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 rate)

Providing Special Superior Quality Of Approved

Shape And Size Pre-Cast M20 Cement Concrete

138 2.00 Interlocking Blocks Of 60mm Th. Hydraulically Pressed 262.00 Smt

In Machine Of Single Nature Cement Color For Paving In

Flooring,Footpath Paving,Any Site With In Amc Limit

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

139 5.00 (1:4) all joints filled with coloured / white cement putty 824.00 Smt

as per 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

140 5.00 Pavment, excavation, refilling, demolishion, kankaria 692.00 no.

lake front as per instruction of Engineer in charge etc

Supplying and Spreading good quality coarse sand free

141 8.00 from Impurities including Transporation to Site and 650.00 cmt

labour cost for Spreading etc. Comp. as directed.

Supplying Good Quality Bricks of Standard Size for

routine maintainance work - I00689

Pointing on Uncoursed stone masonry with cement

mortar1:3(1-cement:3-coarsesand) (A)Flushpointing

Providing and laying epoxy grout of Bal Endura, laticrete

144 300.00 or equivalent make for filling in groove etc comp. as 183.00 smt

directed. (App. Rate)

White / Colour washing with lime on undecorated wall

surfaces (two coats) to give an even shade including

145 1000.00 thoroughly brooming the surface to remove all dirt, 8.19 Smt

dust mortar drops and other foreign matter.

White washing with lime on wall surfaces (one coats) to

give an even shade including thoroughly brooming the

surface to remove all dirt,dust,mortar drops & other

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 Materials.

Wall painting (two coats) with plastic emulsion paint of

approved brand and manufacture on undecorated wall

148 50.00 surface to give an even shade including throughly 78.44 Smt

brushing the surface free from mortar droppings and

other foreign matter and sand papered smooth.

Extra over item for every subsequent coat of wall

painting with plastic emulsion pain of approved brand.

Extra over item 119 for painting with plastic emulsion

paint of approved brand on ceilings and sloping roofs.

Painting two coats (excluding priming coat) on new

steel and other metal surface with enamel paint,

151 50.00 brushing, interior to give an even shade including 86.94 Smt

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 surface

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

Painting one coats (excl. priming coat) on peviously

painted steel & other Metal surfacer with enamel

153 150.00 paint, brushing, interior to give an even shade incl. 43.79 Smt

cleaning the surface of all dirt, dust and other foreign

Extra ove ritem 5 and 6 for every sub sequent coat of

Painting two coats (excluding priming coat) on new

wood and wood based surface with enamel paint,

155 50.00 interior to give an even shade including cleaning the 87.11 Smt

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 surface with

enamel paint, to give an even shade including cleaning

the of all dirt, dust and other foreign matter.

Extra over item above for every sub sequent coat of

Finishing wall with weather proof exterior emulsion

paint on wall surface (two coats) to give an required

158 10.00 shape even shade after thoroughly brushing the surface 113.40 Smt

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

159 10.00 surfaces to give an even shade over & including priming 46.94 Smt

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 coat with distemper primer of

approved brand 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 coat of

approved brand and manufacture.

Removing dry or oil bound distemper by a washing and

163 10.00 scraping and sand papering the wall surface smooth 11.19 Smt

including necessary repairs to scratches complete.

Extra over item above for removing dry oil bound

164 12.00 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 carting material work site

and removing after compltion of work. Rate include any

type rent etc complet for any height as directerd by

engg. incharge.

Arrangement of zula with two or nece. skilled labour

for repairing & maintenance work out side building

166 1.00 work etc.complete as per insructer incharge(At any 950.00 No

Birla or Asian acrylic lapy ( putty)

Applying two coats of putty & two coats of primer

of approved brand and manufacture on new wall

167 5.00 surface to give an even shade including thoroughly 40.19 Smt

brushing the surface free from mortar dropping and

other foreign matter and sand papered smooth.

Providing and fixing Polycarbonate roof Lexan sabic

mm th.sheets of approved make, on structural roofing /

sky ligh structures in shapes as per Architect’s drawing.

The rate shall 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 Astral silicon.Rate also

includes carpenter & 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

171 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 with Arranging diesel to

run the D.G. Set Do As Directed. 8 Hrs Shift. (No

payment should be allowed for non working condition

Providing and applying texture paint at approved

quality, colour scheme, including preparation of surface,

primer 2 coats+2 coats of putty and texture paint, as per

manufacture's specification, scaffolding, roller finish etc

complete as per instruction of engineer in charge (As

Providing and fixing Aluminum Composite Panel

signages of various size and in any language. The 2 mm Sq.

thick Aluminum composite panel shall be cladded with Inches

retro 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 standard sections

lead & lift all floors - anodised min.15 micron any floor

176 4.00 Proving & Fixing 3 mm Th. Acrylic sheet as dir. by EIC. 970.26 Smt

Extra rate over item of excavation of earth for

excavation of asphalt pavement/RCC of thickness up to

0.20 meter including 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

b 5.00 R.C.C.Cutter machine including cost of operator, fuel, & 177.76 Smt

transportation etc complete.

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-

179 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.

Providing and supplying ISI Standard RCC pipes (of

sulphate resisting Cement )in standard lengths of

following class and diameter suitable for rubber ring

180 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

181 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 15 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 0.0 to

0.90meter for pipe dia <=150 mm.

0.60 X 0.75 mt. size Inside Clear, Depth from 0.0 to

0.90meter for pipe dia <=230 mm.

0.75 X 0.75 mt. size (Inside Clear) Depth from 0.0 to

1.20 meter for pipe dia <=230 mm

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 4 Mm Dia

183 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 15 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 1.00 Meter (Inside Clear,

M.H. length should be parallel to the flow)

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

pipe dia <=230 mm)

2.00 to 3.00 meter depth, (Slab at below 0.60 mt. From

G.L.) (for pipe dia <=300 mm)

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 4 mm dia

M.S.Steel HDPE coated steps 35 cm c/c at 35 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 15 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 dia

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. From

3.00 to 4.00 meter depth, (Slab at below 1.00 mt. From

Provdg. & laying S.W. Gully trap with brick masonry

185 1.00 chamber & water tight G.T.Stone including fixing of 1127.81 No

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

16 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 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 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

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

188 2.00 and plaster in C.M. 1:3 and fixing C.I. steps and 399.96 No

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

189 5.00 CC 1:2:4 and finishing smooth, watering and protecting 750.00 No

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

190 pipes and removing the same after completion of

the connection work as directed.

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

191 1.00 MaserEmaco S 488 trowable fibre reinforced thixotropic 6815.32 No

repair mortal 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, removing debris from

192 trench back filling etc. comp. as directed by Eng.in

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) (For Each Pump Set, No

payment should be allowed for non working condition

of machinery) (Based on Previously approved rate by C

Dewatering by pumping set of required capacity

including temporary platform, carting pumping at site

and fixing the same in position including 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

195 1.00 to run the 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

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

196 10.00 and operating charges and stacking of useful & non- 535.71 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 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

197 2.00 payment should be allowed for non working condition 1071.42 Shift

of machinery and for pipe line excavation and M.H.

work. Allowed 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

198 9.87 payment should be allowed for non working condition 535.71 Hr

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 )

Hiring of tractor with trolley considering 8 Hrs. as

working day hours incl.Driver

Levelling or orientation of existing gully trap chamber

200 2.00 incl. Nece. masonry in CM 1:6 and plaster in CM 1:3 etc. 71.42 No.

using old G.T.stone and cover etc. comp.

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

site etc. comp. Directed.

(SET cover and frame) F.R.C. Extra Heavy Duty [EHD-35]

a 4.00 Machinehole Covers & Frame- 560mm ø clear opening, 2843.00 Set

The dimension of frame and cover as per mentioned in

(SET cover and frame) F.R.C. Heavy Duty [HD-20]

b 5.00 Machinehole Covers & Frames- 560mm ø clear opening, 2759.00 Set

The dimension of frame and cover

(SET cover and frame) F.R.C. Medium Duty [MD-10]

c 5.00 Machinehole Covers & Frames- 560mm ø clear opening, 1996.00 Set

The dimension of frame and cover

(SET cover and frame) F.R.C. Medium Duty [MD-10]

d 4.00 Chamber Covers & Frame- 600 x 450 mm clear opening, 1911.00 Set

The dimension of frame and cover

(SET cover and frame) F.R.C. Light Duty [LD-2.5]

Chamber Cover & Frame - 600 x 450mm clear

opening,The dimension of frame and 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 Additional City Engineer

mobile no. (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 of Existing toilet

blocks and diff. locations inside kankariya parisar in Maninagar

2 Time Limit 12Months(ચોમાસા િસવાય)

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/-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

rectfyor 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

september may be treated as the last date.

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 Circular no.37,date-09/08/2018 &

Circular 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

13. કો ાકટર ારા ESIC અને EPFO ર શન ગે ના અ. .ુ કોપ . નાણાં ખાતા સર ુ ર નં-૩૭, તા ૦૯-૦૮-૧૮

લ ુ બ ESIC અને EPFO ર

Seal and Signature of the Bidder Addl City Engineer

ForBANK 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 be followed.

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

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

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

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

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 therewith.

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

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 will be given.

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 in charge.

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.

thereby total amount of work increases/ decreases.

(ii) If the work gets delayed/ postponed for some administrative/ technical decision

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

the contractors.

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

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

Signature of contractor with seal Additional 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

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

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 Add.C.E (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 of Existing toilet blocks and diff.

locations inside kankariya 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

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 tender.

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

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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.

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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

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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

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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.

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Nh< MJeftgo ntug <ubKu s xuLzh ChÔþk.

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NY fhtJJtLþk hnuNu.

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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,

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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

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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)

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ftuLx[tfxhlemne - rm¬tu yuze.mexeyuLSlegh

btuctEjlkchmt&u (œrûtKÍtul)

" yb>tJt> 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

ftuLx[tfxhle mne yuze.mexe.yuLS.

rm¬t ylu btuctEj lkch (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.CityEngg.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 under.

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 and cement.

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

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 ADD. CITY ENGINEER

Mobile No.:- (South Zone)

For materials relevant specification of Building Specification shall apply.

Name of Works: - Necessary civil repairing & maintainance work of Existing toilet blocks and diff.

locations inside kankariya parisar in Maninagar ward, Southzone. (ARC).

TECHNICAL SPECIFICATIONS

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

with all lead and lift.

(B) Brick work in cement

(D) Tiles or Stone flooring

(E) Sheet roofing (G.I or

(F) Doors ,Windows

1.0 Mode of measurements &payment :

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

straightening of reinforcement but includes cutting of reinforcement.

1.2 The rate shall be for a unit of one cubic metre

(b) Brick work in cement mortar

1.0 Workmanship :

1.1 The demolition shall consist of demolition of one or more parts of the building as specified or

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 item as specified or shown in the drawings.

1.2 The demolition shall always be planned before hand and shall be done in reverse order of the one

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

charge before starting the work. This however will not absolve the contractor from the

responsibility of proper and safe demolition.

1.3 Necessary dropping, shoring and under pinning shall be provided for the safety of the adjoining

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.

1.4 Wherever required, temporary enclosures or partitions shall also be provide 1. Necessary

precautions shall be taken to keep the dust nuisance down as and where necessary.

1.5 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.

1.6 All materials obtained from demolition shall be the property of Government unless otherwise

specified and shall be kept in safe custody until handed over to the Engineer-in-charge.

1.7 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-in-charge.

1.8 On completion of work, the site shall be cleared of all debris rubbish and cleaned as directed.

1.9 The relevant specifications of shall be Above followed except that demolition of R.C.C. work is to

2.0 Mode of measurements & payment :

2.1 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.

2.2 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 to

the nearest 0.01 Cu.m.

2.3 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 for temporary storing for the safety of the portion not required to be pulled down

or of adjoining property and providing temporary enclosures or partitions where considered

2.4 The relevant specification of above shall be followed except that the demolition of reinforced

concrete 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.

The rate shall be for a unit of one cubic metre.

(d) tiles or stone flooring

(e) Sheet roofing (G.I OR A.C)

1.00 Mode of measurement &Payment :

1.01 The rate shall include stacking the unserviceable materials as directed will lead and lift.

1.02 The rate shall be for a unit of one sq. meatier

(f) Doors ,Windows ventilators (wood/steel)

1.00 Mode of measurement &Payment :

1.01 The rate shall include stacking the unserviceable materials as directed will lead and lift.

1.02 The rate shall be for a unit of one No.

Item 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 making good the disturbed ground 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-

2.0 Mode of measurement & payment:

2.1 The rate including making roll of dismantled wire and including dismantling

fencing posts concrete work in case and making good the distillated ground etc,

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

unserviceable materials shall be disposed with all leads and lifts.

2.3 The rate shall be for unit of one running meter.

Item NO 3 :- 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.0.1 Ch- 4 )

(a) 0 to 1.5 mtr depth

(b)1.5 to 3.0 mt. depth.

(c)3.0 to 5.0 mt. 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.

Clearing the site :

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

materials and rubbish of all kind, bush, wood and trees shall be removed as directed. The

materials so obtained shall be property of the Government and be conveyed and stacked as

directed. within 100 M. lead. The roots of the trees coming in the sides shall be cut and coated with

The rate of site clearance is deemed to be included in the rate of earth work for which no extra

Setting Out :After clearing the site, the center lines will be given by the Engineer-in-charge. The

contractor shall assume full responsibility for alignment, elevation and dimension of each and all

parts of the work. Contractor shall supply laborers, materials, etc. required for setting out the

reference marks and bench marks and shall maintain them as long as required and directed.

Excavation :The excavation in foundation shall be carried out in true line and level and shall have the

width and depth as shown in the drawings or as directed. The contractor shall do the necessary

shoring and shutting or providing necessary slopes to a safe angle, at his own-cost. The payment

for such precautionary measures shall be paid separately if not specified. The bottom of the

excavated area shall be 1 evened both longitudinally and transversely. as directed by removing

and watering as required. No earth filling will be allowed for bringing it to level, if mistake or any

other reason excavation is made. deeper or wider that shown on the plan or directed. The extra

depth 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

Disposal of the excavated stud :

The excavated stuff of the selected type shall be used in filling the trenches and plinth or leveling the

ground in layer including ramming and watering etc.

The balance of the excavated quantity shall be removed by the contractor from the site of

work to a place as directed with lead upped 50 M. and all lift.

Mode of measurement and payment :

6.1 The measurement of excavation in trenches for foundation shall be made according to the sections

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

shall be made for surplus excavation made in excess of above requirements or due to slopping

and sloping back as found necessary on account of conditions of soil , and requirements of safety.

The rate shall be for a unit of one cubic meter.

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.

The relevant specification of item No. 5.3.4 shall be followed except that brick bats aggregate shall be

used instead of stone aggregate.

Mode of measurement and payment :

The relevant specification of item No 5.3.4 shall be followed

The rate shall be for a unit of one cubic meter.

Water shall conform to M-1. Sand shall conform M-6. Cement shall conform to M-3. Stone aggregate

mm. nominal size shall conform to M-12.

2.0. Workmanship :

2.1.1. Before starting concrete bed of foundation treaches shall be cleared of all loose materials, leveled,

watered, and rammed as directed.

Proportion of Mix :

The proportion of cement, sand and coarse aggregate shall be one part of cement, 3 parts of sand, 6 parts

of stone aggregates and shall so measured by volume.

The concrete shall be mixed in a mechanical mixer at the site of work. Hand mixing may however be

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. it shall be 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

cement than otherwise required shall have to be used without any extra cost. The mixing in

mechanical mixer shall be done for a period 1 to 2 minutes. The quantity of water shall be

sufficient to produce a dense concrete of required workability for the purpose.

Transporting & Placing the concrete :

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

minutes of mixing with water i.e. before the setting commences.

The concrete shall be laid in layers of 15 cms. to 20 cms.

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 final set, the concrete shall be kept continuously wet, if required by pounding for a period of not

less than 7 days from the date of placement.

2.7. Mode of measurement and payment :

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

plan or as directed.

The rate shall be for a unit of one cubic meter.

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

Water shall conform to M-1, Cement shall conform to M-3. Sand shall conform to M-6. Stone aggregate

mm. nominal size shall conform to M-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.

Mode of measurement and payment :

The concrete shall be measured for its length, breadth and depth. limiting dimensions to those specified

on plans or as directed.

The rate shall be for a unit of one cubic meter

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

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

consultants. Rate shall includes the rate of side shuttering with channel , rails to form

panels etc. complete.

As Per Item & instructed by Engineer-incharge

The measurement shall be given in one smt basis

Item No 7 :- Providing and laying controlled cement concrete M-200 and curing complete,

excluding the cost of form work and reinforcement for reinforced concrete work in:

(Bldg.Sor 2015-16,item no.5.8.,page no-57) .

(A) Foundations, footings, base of

columns, and mass concrete.

(B) Walls from top of

foundations/level up to floor two

(C) Slabs, landing shelves, Balconies,

lintels, beams, girders, and

cantilever, up to floor two level.

(D) Columns, pillars, posts, and

struts, up to floor two level.

(E) Staircase up to floor two level.

(K) Vertical and horizontal fins up to

floor two level.

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

Grit shall conform to M-8. Coarse aggregate shall conform M-12 B.

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

production to ensure that the required work cube strength is attained and maintained. 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 in Kg. / Cmt.

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.

The strength requirements of different grades of concrete shall be as under:

Compressive strength of 15 cms 28 days

cubes in Kg./Cmt. at

conducted in accordance Preliminary test

Grade of with I.S. 516-1959

Concrete Work test

In all cases, the 28 days compressive strength specified in above table above be the criteria for

acceptance or rejection of the concrete.

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.

The proportions for ingredients chosen shall be such that concrete has adequate workability

for conditions prevailing on the work in question and can be properly compacted with

means available except where it can be shown to the satisfaction of the Engineer-in-

charge, that the supply of properly graded aggregate of uniform quality can be 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 of different sizes shall be stocked in separate stock piles. 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. Where the weight of cement is determined by accepting the maker’s weight per

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 most important to keep the specified water cement ratio constant and at its correct value.

To this end, moisture content in both fine and coarse aggregates shall be determined by

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.

Suitable adjustments shall also be made in the weights of aggregates due to variation 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.

Mode of measurement and payment:

The relevant specifications item No. 5.4.1 shall be followed except that the controller concrete

R.C.C. work for work as specified in item shall be measured under this item. The rate

excludes cost of form work.

The rate shall be for a unit of one cubic meter

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

Sand shall conform to M.

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

earth shall be broken.

As soon as the work in foundation has been completed and measured, the site of foundation shall

be 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

layer is laid. The sand shall be rammed with iron rammers where feasible and with the butt ends

of crow-bars, where rammer cannot be used.

The plinth shall be similarly filled with sand in layers not exceeding 20 Cms adequately watered

and consolidated by ramming with iron or wooden rammers. When nfilling reaches finished level,

the surface shall be flooded with water for at least 24 hours and allowed to dry and then rammed

and consolidated.

The finished level of filling shall be kept to shape intended to be given to floor.

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.

Mode of measurement and payment :

The payment shall be made for filling in plinth and trenches, No deduction shall be 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

The rate shall be for a unit of one cubic meter.

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

Foundations Etc.In Layers Not Exceeding 20 Cm.In Depth Consolidation Each Deposited

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

The earth obtained from excavation 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. In general 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.

Mode of Measurement shall be on cubic meter basis.

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

Thickness Including Watering, 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. In general 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.

Mode of Measurement shall be on cubic meter basis.

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, bases of columns etc. and mass concrete.

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

(I) Floors etc. 200 mm in thickness.

(C) Vertical surfaces such as walls (any thickness) partitions.

g1. Columns, pillars, posts & struts.(1)Square, rectangular, polygonal in plan

2. Columns, pillars, posts & struts.(2)Circular or curved in plan.

h(1) Sides and soffits of beam, haunchings cantilevers, girders, bressumers and

lintels not exceeding 1 M in depth.

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

exceeding 1 M in depth.

(L) chullah hoops, weather sheds, chhajas, carbelsetc including edges.

(M) Staircase with-sloping or stepped soffits incl. risers & strings excluding landing.

(Q) Vertical fins and vertical sun breakers.

The shuttering to be provided shall be of ordinary timber planks and shall conform to M-26.

The dimensions of scantlings and battens shall conform to the design. The strength of the

wood shall not be less than that assumed in the design.

The form work shall conform to the shape lines and dimension as shown on the plans

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 & Treatment of forms:

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

interior of the form before the concrete is placed and the form work in contact with concrete shall

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

yellow soap in water to get consistency of paint. Alternatively a coat of raw linseed oil or form oil of

approved manufacture may be applied in case steel shuttering is used. Soap solution or raw

linseed oil shall be applied after thoroughly cleaning the surface. Care shall be taken that the

coating does not get on construction joint surface and reinforcement bars.

Stripping time:

In normal circumstances and where ordinary cement is used forms may be struck after expiry

of following periods:

Sides of walls columns and vertical faces of beam 24 to 48 hours.

Beams soffits (Props left under) 7 days.

Removal of props slabs

(i) Slabs spanning up to 4.5 m – 7 days (ii) Spanning over 4.5 mm 14 days

Removal of props to beams and arches

(i) Spanning up to 6 m – 14 days (ii) Spanning over 6 m 21 days

2.4 Procedure when removing the form work:

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

reinforced concrete surface. Before the soffits form work and struts are removed, the soffits and

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

absolute safely of the form work and concrete work before, during and after pouring concrete.

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 strength to

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

and safety of form work and centering. If there is a failure of form work or centering, 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 work by contractor at his own expense.

The scaffolding, hoisting arrangements and ladders etc. shall be strong enough to with stand all

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.

The scaffolding hoisting arrangements and ladders shall allow easy approach to the

work spot and afford easy inspection.

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:

Splayed edges, notching, allowance for overlaps and passing at angles, 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

Raking or circular cutting.

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.

Mode of measurements & payment:

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

concrete except in the case of inclined member and portion of curved profile and upper side in

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 from the form work of a column at inter section of beams.

The rate is for the completed item.

The rate shall be for a unit of one Sq. 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, of columns and mass concrete

(B) Slabs, landings, shelves, balconies, lintels, beams, girders and cantilever upto floor two

(D) Columns pillars, posts & struts upto floors two level.

Materials & Workmanship

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

for reinforced concrete work for work as specified in item 1.2. In addition, the following stipulations

shall be followed for :

1.2 The bars shall be kept in position by the following methods:

(i) In case of beam and slab construction, sufficient number of precast cover blocks in cement mortar 1:2

(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.

In case of cantilevered or doubly reinforce beams of slabs, the main reinforcing bars shall be held

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

slotes accurately out in them. The temphtes shall be removed after concreting has been done

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

are not likely to be incorporated with succeeding mass of concrete within the following 10 days.

This coat of thin neat cement shall be removed before concreting.

2.0 Mode of measurement and payment:

2.1 Relevant specifications of item No. 5.3.13 shall be followed.

2.2 The volume occupied by reinforcement shall not be deducted from R.C.C. work.

2.3 The rate shall be for a unit of one cubic meter.

Item No 13 :- Providignthermo Mechanically treated bars (RNT EARS) confirming to IS 786/FC

for R.C.C works includingsbendings, binding and placing in position complete upto floor

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.

Mode of Payment:

The payment for this item shall be done in Kg basis.

Item No 14 :- Brick Work Using Common Burnt Clay Building Bricks Having Crushing Strength

Not Less Than 35 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.

The proportion of the cement mortar shall be 1:6 (1 cement : 6 fine sand) by volume.

Wetting of bricks:

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

two hours before use or as directed. The cessation of bubbles, when the bricks are wetted with

water is an indication of through wetting of bricks.

Bricks shall be laid in English bond unless directed otherwise. Half or cut bricks shall not

be used except when necessary to complete to bond; closer in such case shall be cut to required

size and used near the ends of walls.

A layer of mortar shall be spread on full width for suitable length of the lower course.

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.

The walls shall be taken up truly in plumb. All courses shall be laid truly horizontal

and all vertical joint shall be truly vertical. Vertical joints in alternate course shall generally be

directly one over the other. The thickness of brick course shall be kept uniform.

The brick shall be laid with frog upwards. A set of tools comprising of wooden

straight edges, mason’s sprit level, square half meter rub, and pins, string and plumb shall be kept

on the site of work for frequent checking during the progress of work.

Both the faces of walls of thickness greater than 23 cms shall be kept in proper

place. All the connected brick work shall be kept not more than one meter over the rest of the

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 shall be raked out as directed by taking tools daily during

the progress of work, when the mortar is still green so as to provide key for plaster or pointing to

The face of brick shall be cleaned the very day on which the brick work is laid

and all mortar dropping removed.

2.5.1 Green work shall be protected from rain suitably. Masonry work shall be kept moist on all the faces

for a period seven days. The top of masonry work shall be kept well wetted at the close of the day

Preparation of foundation bed:

2.6.1 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 the

engineer'’ approval for the foundation bed, before foundation masonry is started. When puccas

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.

Mode of measurements and payment:

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) Ends of joints, beams, posts, girders, rafters, purlins, trusses, corbel steps etc. where cross

sectional area does not exceed 500 Sq. cm.

(2) Opening not exceeding 1000 Sq. cm.

(3) Wall plates and bed plates, bearing of slabs, chhajasan the like whose thickness does not exceed

10 Cms. and the bearing does not extend to the full thickness of wall.

(4) Drainage holes, and recesses for cement concrete blocks to embed hold fasts for doors, windows

(5) Iron fixtures, pipes up to 300 mm dia hold fasts and doors and windows built into masonry and

pipes etc. for concealed wiring.

(6) Forming chases of section not exceeding 350 Sq. Cm. in masonry.

Apertures for fire places shall not be deducted nor shall extra labour required to make

splaying of jambs, throating and making Arches over the aperture be paid for separately.

The rate shall be for a unit of one cubic meter.

Item No 15 :- Extra for brick work in superstructure . (A) Item No 6.13(page no-87,06007B2)

As Per Item & instructed by Engineer-incharge

The measurement shall be given in one cmt basis

Item No 16 :- .Half Brick Masonry In Common Burnt Clay Building Bricks Having Crushing

Strength Note Less Than 35 Kg/Sq. Cm. In Cement Mortar 1:4 (1 Cement : 4 Coarse

Sand) In Foundation and plinth .(P.87,Ch.6,Item No.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:

2.1 Relevant specifications of bricks, wetting and laying of bricks, joints, curing etc. shall conform to

item No 6.19 (A) except the brick work of half bricks shall be carried out.

2.2 Cement mortar used in masonry work shall be in proportion of 1 part of cement and 4 part of sand

2.3 All bricks shall be laid strecher wise, breaking joints with those in the upper and lower courses.

The wall shall be taken truly plumb. All courses shall be laid truly horizontal and all vertical joints

shall 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 Mode of measurement and payment:

3.1 The half brick masonry work in foundation and plinth shall be measured under this item, 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.

3.2 The relevant specifications of item No. 6.12 shall be followed. The length shall be measured

nearest to one Cm.

3.3 The rate shall be for a unit of Sq. Mt.

Item No 17 :- Extra for Half brick work Super Structure Upto Floor Two Level.(P.91,Ch.6.,Item

As Per Item & instructed by Engineer-incharge

The measurement shall be given in one smt basis

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 scaffolding etc. complete.

(P.91,Ch.6.,Item No.6.32,06010B)(a) 15 mm th.

1.0 Materials :

1.1 Water M-1. The Cement mortar of proportion 1:4 shall conform to M-13.

2.0 Workmanship :

2.1 Scaffolding : Wooden ballies, bamboos, planks, treatles and other scaffolding shall be sound.

These shall be properly examined before erection and use Stage scaffolding shall be provided for

ceiling plaster, which shall be independent of the walls.

2.2 Preparation of back-ground :

2.2.1 The surface shall be cleaned of all dust, loose mortar droppings, traces of algae, afflorescence and

other foreign matter by water or by brushing. Smooth surface shall be roughened by wire brushing

if it is not hard and by racking if it is hard. In case of concrete surface, if a chemical retarder has

been applied to the form work, the surface shall be roughened by wire brushing and all the

resulting dust and loose particles cleaned off and care shall be taken that none of the retarder is

left on the surface. Trimming of projections on brick/concrete surface where necessary shall be

carried out to get an even surface.

2.2.2 Raking of joints in case of masonry where necessary shall be allowed to dry out for sufficient

period before carrying out the plaster work.

2.2.3 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.

2.2.4 For external plaster, the plastering operation shall be started from top floor and carried

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.

2.3 Applications of Plaster :

2.3.1 The plaster about 15 x 15 cms. Shall be first applied horizontally and vertically at not more than

metre intervals over the entire surface to serve as gauge. The surfaces of these gauges shall be

truly 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 shall be finished off true with a trowel or wooden float according as a smooth or

a sandy granular texture is required. Excessive trowelling or overworking the float shall be

avoided. All corners, arrises, angles and junctions be truly vertical or horizontal as the case may

be and shall be carefully finished. Rounding or chamfering corners, arrises junctions etc. shall be

carried out with proper templates to the size required.

2.3.2 Cement plaster shall be used within half an hour after addition of water. Any mortar or plaster

which is partially set shall be rejected and removed forthwith from the site :

2.3.3 In suspending the work at the end of the day, the plaster shall be left out clean to the line both

horizontally and vertically. When recommending the plaster, the edges of the old work shall be

scraped clean and wetted with cement putty before plaster is applied to the adjacent area to

enable the two to properly joint together. Plastering work shall be closed at the end of the day on

the body of the wall and nearer than 15 cm. To any corners or arrises. Horizontal joints in

plasterwork shall not also occur on parapet tops and copings as these invariably lead to leakage.

No portion of the surface shall be left out initially to be packed up later on.

2.3.4 Each coat shall be kept dam continuously till the next coat is applied or for a minimum period of

days. Moistening shall commence as soon as plaster is hardened sufficiently. Soaking of walls

shall be avoided and only as much water as can be readily absorbed shall be used excessive

evaporation on the sunny or windward side of building in hot air or dry weather shall be prevented

by handling mattings or gunny bags on the outside of the plaster and keeping them wet.

3.0 Mode of measurement & payment :

3.1 The rate shall include the cost of all materials, labour and scaffolding etc, involved in the

operations described under workmanship.

3.2 All plastering shall be measured in square metres unless, otherwise specified length, breadth or

height shall be measured correct to a centimeter.

3.3 Thickness of the plaster shall be exclusive of the thickness of the key i.e. grooves or open joints in

brick work, stone work etc. or space between laths. Thickness of plaster shall be average

thickness with minimum 15 mm. at any point on this surface.

3.4 This item includes plastering upto floor two level.

3.5 The measurement of wall plastering shall be taken between the walls or partition (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 deducted.

3.6 Soffits of stairs shall be measured as plastering on ceilings, Flowing soffits shall be measured

3.7 For jambs, soffits, sills etc. for openings not exceeding 0.5 sq. mt. each in area for ends of joints,

beams, posts, girders, steps etc. not exceeding 0.5 sq. mt. each in area and for openings

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 made for 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

(ii) When two faces of wall are plastered with different types of plasters or if one faces is plastered

and the other pointed, deductions shall be made from the plaster or pointing on the side of frame

for door, window etc. on which width or reveals is less than that on the other side but no

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.

3.8 For openings having door frames equal to projecting beyond the thickness of wall, full deduction

for opening shall be made from each plastered face of the wall.

3.9 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.

3.10 The rate shall be for a unit of one sq. metre.

Item No 19 :- Extra over above item for Ceilling plaster on Ceilling and soffits of stairs up to any

floor (app.rate) (P.201,Ch.17.,Item No.17.91,17006)

The rate shall be for a unit of one sq. metre.

As per Item and instructed by engineer incharge

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)

1.0 Materials :

1.1 Water shall conform to M-12. Cement mortar shall conform to M-11.

2.0 Workmanship :

2.1 The work shall be carried out in the coats. The backing coat (base coat) shall be 12 mm. thick in

C.M. 1:2. The relevant specifications of item no. 17.58(I) shall be followed except that the

thickness of back coat shall be 12 mm. average. Before the first coat hardens its shall be beaten

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

2.2 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.

2.3 Curing : The curing shall be started overnight after finishing of plaster. The plaster shall be kept for

a period of 7 days. During this period, it shall be protected from all damages.

3.0 Mode measurements & payment :

3.1 The relevant specifications of item no. 17.58 (I) shall be followed except that the sand face plaster

on outside upto m. above ground level shall be measured under this item.

3.2 The rate shall be for a unit of one sq. 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.)

The rate shall be for a unit of one sq. metre.

As per Item and instructed by engineer incharge

Item No 22 :- Providing & Applying Cement Popada Plaster In Cement Mortar In 1 : 3 Incl.

Cleaning Surface Before Plastering Rate Also Incl. Scafloding, Watering , And

Neat Finishing Etc. Comp. As Dire.(N.S./ARC)

The rate shall be for a unit of one sq. metre.

As per Item and instructed by engineer incharge

Item No 23 :- 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 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)

The rate shall be for a unit of one sq. metre.

As per Item and instructed by engineer incharge

Item No 24 :- Providing And Laying Polished Kota Stone Slab Flooring Over 20 Mm. (Average)

Thick Base Of Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) Or Lime Mortar

1:1.5 Laid Over 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)

1.0 Materials :

1.1 Water shall conform M-1. Lime mortar shall conform to M-10. Cement mortar shall conform to M-

11 polished kota stone shall conform to M-49.

2.0 Workmanship :

2.1 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 form chippings and giving plain surface. The thickness shall be 25 mm. (Average) as specified

in the item but not less than 20 mm. at any place of the slab.

2.2 Bedding for the kota stone slabs shall be cement mortar 1:6 (1 cement : 6 coarse sand) or L.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 level with the other slabs. It shall be lifted

and laid aside. Top surface of the mortar shall then be corrected by adding fresh mortar at hollows

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 be as fine as possible. The slabs fixed in the floor adjoining the wall shall enter not less then

10 mm. under the plaster skirting or dado. The junction between the wall floor shall be finished

neatly. The finished surface shall be true to levels and slopes as directed.

2.3 The floor shall be kept wet for a minimum period of 7 days. So that bedding and joints set properly.

2.4 Polishing shall be normally commenced after 14 days of laying the stone slab. First polishing 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.

2.5 The holes required for Nahni traps, pipes any other fittings shall be made without any extra cost.

3.0 Mode of measurements & payment :

3.1 The rate shall include the cost of all materials and labour involved in all the operations described

above. The Kota stone flooring shall be measured in square metres correct to two places of

decimal, length and breadth shall be measured correct to a centimeter and between the finished

face of skirting dado or wall plaster and no deduction shall be made nor extra paid for any opening

in floor of area upto 0.1 sq. mt.

The rate shall be for a unit of one sq. 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 No.14.46,14014A)

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.

2.0 Workmanship :

2.1 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.

2.2 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

straight edge placed on it the sides shall also be chiselled dressed to a minimum depth of 20 mm.

so that the dressed edge shall at no place be more than 30 mm. from straight edge butted against

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 angles & edges

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.

2.3 The thickness of the stone slab shall be 25 mm with permissible tolerance of + or – 2 mm.

2.4 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 manner.

2.5 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

3.0 Mode of measurement & payment :

3.1 The relevant specification of item No. 18 shall be followed.

3.2 The rate shall be for a unit of one sq. 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)

The rate shall be for a unit of one running metre.

As per Item and instructed by engineer incharge

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)

The rate shall be for a unit of one sq. metre.

As per Item and instructed by engineer incharge

Item No 28 :- Providing And Laying Cement Concrete Flooring For I.P.S.1:2:4 (For Indian

Patent Stones) (1 Cement: 2 Coarse Sand:4 Graded Stone Aggregate 20 Mm.

Nominal Size) Lain In Layer Finished With A Floating Coat Of Net Cement.(40

Mm Th.)(P.187,Item No.14.71,14015A)

1.1 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.

2.0 Workmanship :

2.1 The cement concrete flooring of 40 mm. thick (average) is to be laid as per the site condition. The

concrete shall be mixed in a mechanical mixer at the work. Hand mixer may however be allowed

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

cement than otherwise required shall have to be used without any cost. The mechanical mixing

shall be done for a period of 1/2 to 2 minutes. The quantity of water shall be thus sufficient of

produce a dense concrete required workability for the purpose. Flooring of specified thickness

shall be laid in accordance with approved pattern or as directed. Finishing operation shall start

shortly after the cessation of beating and shall be spread over a period of one to six hours

depending upon the temperature and atmospheric conditions. The surface shall be left for some

time till moisture disappears from it. Fresh quantity of cement shall be mixed with water to form a

thick slurry and spread over the surface while the concrete is still green. Use of dry cement or

cement 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 or B.R.C. fabric jali to make the surface

non 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 of water closet and squatting pans and floor traps, which shall be plugged while laying

the 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.

2.2 After the final set, the concrete shall be kept continuously wet, if required ponding for a period of

not less than 7 days from the date of placement.

2.3 The form work shall be provided if necessary as directed by the engineer in charge. Concreting

shall be done as per alternate bay method with necessary centering wither by mastic or cement

mortar as directed.

3.0 Mode of measurement & payment :

3.1 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

3.2 The rate shall be for unit of one sq. metre.

Item No 29 :- Additional Rate For Providing Water Proofing Solution in I.P.S

The rate shall be for a unit of one sq. metre.

As per Item and instructed by engineer incharge

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 conform to M-1. Cement mortar shall conform to M-11. vitrifiedtiles shall conform to M-

2.0 Workmanship :

2.1 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.

2.2.1 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 be

floated 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.

2.2.2 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

2.2.3 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.

3.0 Mode of measurement & payment :

3.1 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 special

such 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 correct

3.2 The rate shall be for a unit of one sq. 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)

The measurement shall be given in one smt. 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 rate)

The rate shall be for a unit of one sq. metre.

As per Item and instructed by engineer incharge

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)

The rate shall be for a unit of one no.

As per Item and instructed by engineer incharge

Item No 35 :- Making hole in brick wall & all damaged work shall be well repaired as per inst. etc.

The rate shall be for a unit of one no.

As per Item and instructed by engineer incharge

Item No 36 :- Provdg. & fixing rubber plug for sink or wash basin.

The rate shall be for a unit of one no.

As per Item and instructed by engineer incharge

Item No 37 :- Providing and fixing 30 mm thick approved standard brand factory made PVC

rigid foam paneled door shutter manufactured by made from m.s. cube 19 guage

thickness size 19 x 9 mm for styles and 15 x 15 mm for top and bottom rails , covered

with heat moulded PVC '''' C channel of 5 mm thick sheet and 30 x 50 mm wide to

foam styles and 5 mm thick and 75 mm wide PVC sheet for top rail, lock rail,

and bottom rail on either side and 5 mm thick, 20 mm wide cross PVC sheet as gap

insert for top rail and bottom rail , paneling of 5 mm thick PVC sheet filled in the

MS frame welded / shield to the styles and rails with 5 x 30 mm PVC sheet

beading on either side and joined together with solvent cement adhesive

etc. complete as per manufacturers applications and directions of engineer in

charge fixed to frames with three nos .Stainless Steel hinges (four inch long)

incl.medium grade aluminium hardware all octroi, tax charges etc.complete.I01385

quality and colour of PVC rigid foam paneled door shutter shall be approved by engg.in charge

2.00 Mode of measurement and payment

2.01 The measurement shall be given in Smt basis

Item No 38 :- 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 2 Nos. of 150 mm long

brackets of 15 x 15 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

(item code no-10050 sor-15-16)

1.0 quality and colour of PVC rigid foam paneled door shutter shall be approved by engg.in charge

2.00 Mode of measurement and payment

2..01 The measurement shall be given in Rmt basis

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

wide strips of 5 mm thick PVC rigid foam sheet. The strips should have in their centre

a groove of 6 mm width and 2 mm depth for sinking the head of the screw used to fix

the 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.

The rate shall be for a unit of smt basis.

As per Item and instructed by engineer incharge

Item No 40 :- Providing and fixing 35 mm th. Shutters for doors windows & clearstory windows

incl. wood frames as specified 12 cm. x 7cm. size incl. anodisedalluminium fixtures

and fastenings including primer coat of approved quality and two coats of oil paint

etc. complete. Bldg.s.o.r.2015-2016 ,ch.no.10, it code 10032a, 10032b, 10032c)

(I) Fully glazed

(II)Fully panelled

(III) Partly panelled& partly glazed.

1.0 Materials: Indian teak wood shall conform to M-29. Glass shall conform to M-38.

2.0 Workmanship: The relevant specifications of item no 10.1 (A) shall be followed for frame work

except that the framework of 10x 7 cms. Size of required size ventilators shall be provided with

glazed glass louvers. The glass louvers shall be provided as directed. In the groove of 1.25 cms.

Depth made in frames, the thickness of glass shall be 5 mm and glass shall be glass of best

quality. The ventilation blades shall slope down towards the outside at an angle of 45

3.0 Mode of measurements and payment:

3.1 The area of opening within the frame in which louvers are fixed shall be measured in sq. meters

3.2 The rate includes painting 3 coats to wood work with ready mix paint.

3.3 The rate shall be for a unit of one square meter.

As per Item and instructed by engineer incharge

Item No 41 :- Providing And Laying Glazed Tiles 6 Mm Thick In Flooring Treads Of Steps

And Landing Laid On A Bed Of 12Mm Thick Cement Mortar 1:3 (1 Cement :

Coarse Sand) Finished With Flush Pointing In White Cement.(P.183,Item

Item No 42 :- Providing And Laying Glazed Tiles 6 Mm Thick In skirting risers of Steps and

dedo 10Mm Thick Cement plaster 1:3 (1 Cement : 3 Coarse Sand) Finished With

Flush Pointing In White Cement slurry.(P.183,Item No.14.32),14009A)

Materials : Water shall conform to m –1 cement mortar shall conform to M-11 white glazed tiles shall

conform to M-55.

1.0 Workmanship:

1.0 The work shall be carried out for skirting as dedo. Before fixing precast terrazzo (Mosaic marble)

tiles of shade and size as specified, the surface shall be prepared by heavy scarping, making joints

etc. to the required line, level and plumb. The surface shall be thoroughly wetted before

commencing the laying work. Thereafter about 10 mm. thick backing of cement mortar in specified

proportion shall be applied on the surface in true like and level generally as per specifications of

2.2 Fixing : The black of each tile to be fixed shall be smeared with cement paste of matching colour

and the mosaic tiles shall then be gently tapped against the surface, with a wooden mallet. The

skirting shall be done only after the flooring is competed. Any pipes coming out of the wall through

the dedo or skirting shall only beat at the intersections of the horizontal and vertical joints. The tiles

shall not have staggered joints. The joints shall be true to entire line both ways and vertical joints

shall be in line with joints of flooring. Tiles shall be fixed as close as possible to the adjoining tiles

and any difference in the thickness of the mosaic tiles shall be evened out in the cement paste so

that all the tiles faces are set in conformly with one another. The skirting shall project uniformly and

not more than 6 mm. thickness beyond the finished surface above. Top of skirting of dedo shall be

truly horizontal. The rises of steps, skirting or dedo shall rest on top of treads of flooring wherever

required. The tiles shall be cut (sawn) and thin edges smoothened before use.

2.3 Curing : Curing shall be done for 7 days continuously.

2.4 Finishing : Skirting and dedo shall be hand polished to have an even smooth and shining surface.

In case of skirting only 10 mm. x 10 mm. grove shall be provided at the junction of cement plaster

and cement tiles.

2.1.2 The white glazed tiles shall be laid on cement mortar bedding of 12 mm thick in C.M. 1 :3 . The

mortar shall have sufficient plasticity for laying and there shall be no hard lumps that would

interfere with the evenness of bedding the base shall be cleared with well wetted. The mortar shall

then be spread in thickness not less than 10 mm at any place and average 12 mm thickness. The

proportion of the cement mortar shall be as specified in the item.

1.1 Fixing tiles :

1.1.1 The tiles before laying shall be soaked in water for atleast two hours Neat Gracie cement grout at

3.3 Kg/Cement /Sq. mt. Of honey like consistency shall be separated over the mortar bedding as

directed. The edges of the tiles be smeared with neat cement slurry. The tiles shall be well pressed

and gently tapped with a wooden mallet till they are properly bedded and in level with the adjoining

tiles. There shall be no hollows in bed or joints. The joints between the tiles shall be as thin as

possible in straight line or as per pattern.

1.1.2 The tiles shall not have staggered joints. The joints shall be true to centre line both ways. The

Nehni trap coming in the flooring shall be so positioned that its grating shall replace only one tile as

far as possible. Where full size tiles cannot be fixed, they shall be cut (swan0 to be required size

and the edges rubbed smooth to ensure straight and true joints. The joints shall be filled with grey

cement grout with wire brush of trowel to a depth of 5 mm. and loose material removed. White

cement shall be used for pointing the joints., After fixing the tile finally in an even the flooring shall

be kept wet and allowed to nature undisturbed for 7 days.

1.2.1 The surplus cement grout that may have come out of the joints shall be cleared off before it sets.

Once the floor has set, it shall be carefully washed, cleared by dilute acid and dried. Proper

precaution and measures shall be taken to ensure that the tiles are not damaged inany way till the

completion of the construction.

2.0 Mode of measurement & payment

2.1 The work done shall be measured in sq. mt. For visible area of work done, The length and width of

the flooring shall be measured not between the faces of skirting or dedos or plastered face of wall

as the case may be. The paving under dedo or skirting shall not be measured. No deduction shall

be made not extra paid for any opening in the floor of area upto 0.1 sq. mt. Nothing extra shall be

paid for laying the floors at different levels in the same rooms.

3.0 Mode of measurement & payment

3.1 The work done shall be measured in sq. mt. For visible area of work done, The length and width of

the flooring shall be measured not between the faces of skirting or dedos or plastered face of wall

as the case may be. The paving under dedo or skirting shall not be measured. No deduction shall

be made not extra paid for any opening in the floor of area upto 0.1 sq. mt. Nothing extra shall be

paid for laying the floors at different levels in the same rooms.

3.2 The rate shall be for a unit of one sq. metre.

Item No 43 :- Providing And Laying ceramics Tiles 6 Mm Thick In Flooring Treads Of Steps

And Landing Laid On A Bed Of 12Mm Thick Cement Mortar 1:3 (1 Cement :

Coarse Sand) Finished With Flush Pointing In White Cement.(P.183,Item

Water shall conform to M-1. Cement mortar shall conform to M-11 Ceramics vitrified flooring tiles

shall conform to M-55.

2.0 Workmanship :

2.1 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.

2.2.1 The wall surface shall be covered 10 mm. thick plaster of cement mortar 1:3 mix and allowed to

harden. The plaster shall be roughened with wire brushes both way. The back of tiles shall be

floated 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.

2.2.2 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

2.2.3 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.

3.0 Mode of measurement & payment :

3.1 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 special

such 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 correct

3.2 The rate shall be for a unit of one sq. meter.

Item No 44 :- Providing and fixing rough cast wired glass 6 mm thick bedded in putty and thick

with wooden beading including the cost of wooden beadings of Indian teak wood and

necessary cutting of glass. (P.169,Item No.13.3,13002)(C) wired figured glass.

The rate shall be for a unit of one sq. metre.

As per Item and instructed by engineer incharge

Item No 45 :- Supplying And Fixing Nimbhada Ladi 37 To 50 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.(As Per ARC)

Nimbhada stone of ordinary quality. paving on 37 mm to 50 mm th. shall be used of app.

quality on average 3.00 cm. thick sand bedding incl. cement pointing in prop. of C.M. 1:2.

Necessary watering curing etc. up to 7 days shall be done.

Necessary excavation shall be done to the reqd. depth & level & grade as shown to the contractor.

The foundation bed should be watered and consolidated before the bedding is laid.

The surplus earth shall be removed by the contractor within in a lead of 30 mts as instructed &

dump will be leveled by the contractor. The sand shall be clear & coarse.

The stone shall be laid in line level & gradient reqd. No part of stone shall be laid projected. The

joint shall be ¾” mm thick. Staggering of the joint shall be provided if so instructed.

For pointing of all the joints shall be racked out to full depth while the mortar has not set during the

laying of stone. The joint shall be pointed with neat cement so that the surface may be smooth

&flush with the slab. Watering shall be done for 7 days. For cement pointing C.M. shall be one part

of cement and two parts of sand to full depth etc. complete as required as directed.

The rate shall be for a unit of one Sq. meter basis.of sand to full depth etc. complete as required

Item No 46 :- Labour work for fixing above or any interlocking blocks/nimbhada on up to 50mm th

sand bedding,levelling,wateringanf fixing. Rate incl. average 30cm depth for

excavation and or filling,carting away debries/excavated material up to 5 km and

cleaning the site etc.comp. as directed.I00194

Labour work for f ixing above inter locking block on up to 50 mm th, sand bedding level ing,

water ing and f ixing. Rate average 30 cms depth excavation and of filling, car t ing away debr is /

excavated mater ials up to 5.0 kmt. Cleaning the site etc. comp. as directed.

C.C. Block shal l be laid on 50 mm the sand bedding, level ing, etc. comp. Rate also includes up

to 150 mm thick excavat ion and / f i l ling and car t ing away derbries / excavated mater ials up

to 5 kms lead. Excavat ion shal l be done to the reqd. depth & level & grade as shown to the

contractor . The foundat ion bed should be watered and consol idation before the bedding is laid.

Block shal l be laid in l ime and level as per design / pattem approved by AMC. In proportion of

coloured blocks.

Mode of payment shall be in Sq. mt. basis

Item No 47 :- Providing & Laying China Mosaic Flooring On Terrace With 6Mm Th.White Or

Coloured Glazed Tiles Chips Of Mini.25 To 35Mm Approved.Square Or Rectangular