Under SBM (Swachh Bharat Mission) in South Zone Indrapuri Ward, renovation and repair work as per requirement in various municipal buildings, toilet blocks, pay and use and urinals as well as painting work. (ARC Tender)

Sr.No. Qty Description Rate Unit Amount

1 Demolition incl. stacking of serviceable materials &

disposal of unserviceable materials with all lead and

lift.(Bldg.SOR.2021-2022)

5.00 (a) R.C.C. work (20.3,page 217) 698.25 Cmt

31.00 (b) Brick work in Cement mortar (20.11,page 217) 363.30 Cmt

70.00 (C) Plaster (CH NO. 20 ,20045,PG NO -186) 12.92 Smt

30.00 (d) Tiles or Stone flooring (I.No.20.23 I.C NO.-20005,

ch.20 P. NO.183) 31.50 Smt

12.00 (e) Sheet roofing (G.I. Or A.C.) (I.No.20.27 I.C NO.-

5.00 (f) Doors,Windows ventilators (wood/steel)(I.No.20.49 I.C

2 3.00 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 (SOR 2021-22

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(SOR 2021-22 I.C NO.-04001A, ch.04 P. NO.65)

15.00 (a) 0 to 1.5 mtr depth 77.28 Cmt

5.00 (b)1.5 to 3.0 mt. depth. 85.68 Cmt

4.00 (c)3.0 to 5.0 mt. depth 94.07 Cmt

4 10.00 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 2378.20 Cmt

work in (A) Foundation and Plinth (upto 10 ton) (Bldg.Sor

10.00 (B)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 2062.50 Cmt

work in Foundation and plinth. (Bldg.Sor 2021-22,item

5 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

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

concrete.(Item no.5.8.2, 05024AA) 3874.20 Cu.M.

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

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

girders and cantilever upto floor two level.(Item no.5.8.2, 4187.70 Cu.M.

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

6 50.00 Providing & Applying Tri mix with De watering Machine

floter machine on constructed RCC work including

Machine & Labour etc Comp as directed (approved rate) 54.00 Smt

7 2.00 Filling Available Excavated Earth (Excluding Rock) In

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

Exceeding 20 Cm.In Depth Consolidation Each 90.85 Cu.m

Deposited Layer By Ramming And Watering.(SOR 2021-

8 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 2021-22 CH. NO 9, I. NO 9.1)

3.00 (A) Foundation, footings, bases of columns etc. and mass

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

like (I) Floors etc. 200 mm in thickness. 168.00 Sq.M.

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

and the like including attached but tresses & string course 153.30 Sq.M.

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

Rectangular Polygonal in plan. 198.45 Sq.M.

9 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

(P.74,Bldg.Sor 2021-22 CH. NO 5, I. NO 5.4.1)

3.00 (A) Foundations, footing, of columns and mass concrete 3624.50 Cu.M.

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

girders and cantilever upto floor two level. 3687.20 Cu.M.

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

level. 3687.20 Cu.M.

10 120.00 Providing TMT Bar FE 415 reinforcement for R.C.C. work

including bending,binding and placing in position complete

upto floor two level.(Bldg.Sor 2021-22,item no.5.4.11, 62.61 Kg

11 10.00 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 2814.90 Cmt

foundation and Plinth(Bldg.Sor 2021-22,item no.6.13,

5.00 Extra for brick work in super structure above plinth level

upto floor two level (B) Conventional (I.C.NO 06006C) 181.50 Cmt

12 10.00 .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 407.00 Smt

Foundation and plinth (Bldg.Sor 2021-22,item no.6.3,

5.00 Extra for half brick masonry in super structure above plinth

level upto floor two level. (B) Conventional (I.C NO 35.20 Smt

13 30.00 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 116.50 Smt

scaffolding etc. complete(Bldg.Sor 2021-22,item no.17.6,

14 35.00 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.(Bldg.Sor 2021-

15 7.00 Providing & Applying Cement Popada Plaster In

Cement Mortar In 1 : 3 Incl. Cleaning Surface Before

Plastering Rate Also Incl. Scafloding, Watering , And 120.00 Smt

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

16 5.00 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 labour

etc.comp.including three coat of white wash.(Approved

17 50.00 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 pigmentt omatchtheshade of slab

including rubbing and polishing

etc.complete.(A)25mmthick. (Bldg.Sor 2021-22

18 50.00 Labour Work for moulding the polish kota stone surface

rate also including provding cutting and grinder machine 150.00 Rmt

for molding work etc.complete as directed.(app.rate)

19 10.00 Labour work for Polish kota stone surface rate also

including providing cutting and grinder machine for molding 64.00 Smt

work etc comlete as directed.(app. rate)

20 50.00 Providing And Laying Cement Concrete Flooring For

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

Coarse Sand:4 Graded Stone Aggregate 20 Mm.

Nominal Size) Lain In Layer Finished With A Floating 198.45 Smt

Coat Of Net Cement.(40 Mm Th.)(SOR 2021-22

P.160,Item No.14.71,14015AA)

21 20.00 Additional Rate For Providing Water Proofing Solution in

22 100.00 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(SOR2021-

23 100.00 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.(sor 2021-22 P.161,Item

24 20.00 Providing and Fixing pvc.Door (sintex door-equivalent)

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

(Approved Rate as per ARC)

25 5.00 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. 850.00 Smt

Work also incl. providing nece. Dismentling of brick work

for making jari to support the etc.comp.(app rate)

26 10.00 P/F glass of 4 mm thik for vent lowers and window with

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

chage.(app.rate)

27 5.00 Making hole in brick wall & all damaged work shall be well

repaired as per inst. etc. comp 100.00 No

28 10.00 Provdg. & fixing rubber plug for sink or wash basin. (SOR

29 5.00 Providing and fixing 30mm thick FACTORY MADE SOLID

BOTH SIDE PRELAM 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, top and

bottom rails. M.S. frame shall have a coat of steel primer

of approved makde and manufactures. M.S frame covered

with 5mm thick heat moulded prelim PVC ‘C’ channel of siz

30mm thickness, 70 mm width of which 50mm shall be flat

and 20mm shall be tapered in 45 degree Angle on either

side forming stiles, and 5mm thick, 95mm wide pream PVC

sheet out of which 75mm shall be flat and 20mm shall be

tapered in 45 degree on the inner side ot form top and

bottom rail and 115mm wide prelim PVc sheet out of which

75nmm shall be flat and 20mm shall be tapered on both 2214 Smt

side to form lock rail, Top, bottom and lock rails shall be

provided either side of the panel. 10mm (5mm x 2) thick

20mm wide cross PVC sheet shall be provided as gap

insert for top rail and bottom rails. Panelling of 5mm thck

both side prelim sqm 2214.00 PVC sheet to be fitted in the

M.S. frame welded, sealed to the stiles and rails with 7mm

(5mm + 2 mm) thick x 15mm wide PVC sheet beading on

inner side, and joined togeth with solvent cement adhesive.

An additional 5mm thick PVC strip of 20mm width is to be

stuck on the interior side of the ‘C” chanel using PVC

solvent adhesive etc. complete as per direction of

Engineering in charge, manufacture’s specification and

rawing.(SOR 2021-22 I.C no-10044)

30 5.00 Providing and fixing approved standard brand factory

made PVC door FRAME of size 50 x 47 mm with a wall

thickness of 5 mm made out of extruded 5 mm rigid

PVC foam sheet mitred at corners and jointed with

Nos. of 150 mm long brackets of 15 x 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 (SOR 2021-

31 10.00 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

mm depth for sinking the head of the screw used to fix the

strips to the wall and should be placed vertically at equal 1350.00 Smt

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

mm. A groove of 2 mm to be left at the joint of two panels

for aesthetic look.

32 Providing and fixing 35 mm th. Shutters for doors windows

& clearstory windows incl. wood frames as specified

cm. x 7cm. size incl. anodised alluminium fixtures and

fastenings including primer coat of approved quality and

two coats of oil paint etc. complete.(SOR.2021-22

,ch.no.10, it code 10032a, 10032b, 10032c)

a 5.00 (I) Fully glazed 4248.06 Sq. M.

b 5.00 (II)Fully panelled 5042.98 Sq. M.

c 3.00 (III) Partly panelled & partly glazed. 4645.52 Sq. M.

33 100.00 Providing and laying white glazed tiles 6mm thick in

flooring treads of steps and landing laid on a bed of 12mm

thick cement mortar 1:3 (1-cement : 3-coarse sand ) 726.60 Smt

finishing with flush pointing in white cement.(SOR 2021-

22P.157,Item No.14.29,14008AA)

34 5.00 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 696.15 smt

Flush Pointing In White Cement slurry.(SOR 2021-22 PG

35 50.00 Providing and laying coloured glazed tiles of the size

skirting, risers of steps and dedo on 10 mm. thick cement 951.30 smt

plaster 1:3 (1 cement : 3 coarse sand) & jointed with white

cement slurry.(SOR 2021-22 PG NO-191,14036)

36 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. (SOR 2021-22 PG NO-

10.00 (C) wired figured glass. 659.58 Smt

37 3.00 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 236.61 Smt

Nibhada Stone in Line & Level with cement pointing in

cement mortar 1:2 etc complete as directed.

38 120.00 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 69.64 Smt

debries/excavated material up to 5 km and cleaning the

site etc.comp. as directed.I00194

39 150.00 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 Shape

& Fixing It.Before Start The Work Remove All Existing

Flooring & Open Old Slab Surface With Wire Brush & Fill

Crack If Shown With Water Proof Material.Than For

Making Level Gps.Work Done In Mini.45 To 50 Mm Th.&

Fixing.China Mosaic In Cm 1:3 With Neat Cement Slurry 700.00 Smt

At Top & Filling The Gap With White Or Colour Cement

With Finishing Smooth Surface & Even Shade

Incl.Cleaning Of All Dirt,Dust & Other Foreign

Matter.Rate Including For Making Colour Patta,Round

Vata With Fixing Neccessary Water Spout Opening Gap

Etc.Comp.As Directed.(As per A.R.C)

40 10.00 Providing Cement Vata (10 Cms X 10 Cms)Size Quarter

Round In Cement Mortar 1:1 Including Near Cement

Finishing, Watering Etc. Complete.(SOR 2021-

41 30.00 Providing, supplying and fixing precast C.C. blocks (M-20)

edge kerb having size of 75 x 300 x 300 mm depth and as

per design conveying it to the site, jointing into C:M 1:3 and 195.54 Rmt

racking out the joints incl. necessary excavation of asphalt,

soil etc..completed.- I00390

42 80.00 Conveyance charges of earth lime, murrum, building

rubbish, manure, garbage, sludge, excavated rock, fly ash,

aggregate of any kind etc. comp. upto 5 km lead.

43 6000.00 Providing & Fixing M.S.Grill, Gate, Elevation Element Of

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

Grade M.S.Pipe, Square Or Round Bars With Round 91.00 Kg.

Heanded Bolts, Nuts, Or By Screw. Incl. Applying One

Coat Zinc Primer And Two Coat Of Oil Paint Etc.Comp.

44 2.00 Providing and laying polished granite stone slab 18 mm

thick in risers of steps, dedo and pllars laid on 10 mm thick

cement mortar 1:3 (1 cement : 3 coarse sand) and jointed 2672.00 Sq. M.

with gray cement slurry including rubbing & polishing etc.

complete. (SOR 2015-2016,SR. NO. 23A CH.14 )

45 100.00 Providing & fixing 2.00 mm thick F.R.P. sheet of good

quality and standard make rate also includes necessary

fabrication structure in the grid of 1'-6" x 1'-6" size usiung

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

inclusive necessary bending ,cutting and fabrication 1865.00 Smt

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.(As per ARC)

46 200.00 Carrying out plinth treatment to post construction /

exsiting structure by spraying chenical solution for termite

control treatment incl. labour and materials consistant with 69.93 Sq.mt

I.S.I specification.(SOR 2021-22 PG NO-199,22007)

47 200.00 Carrying out timber treatment to all wood work incl. drilling

holes and spreying oil based chenical solution on surface

ot timbner work for termite contorl including labour and 36.65 Smt

materials etc. comp (SOR 2021-22 PG NO-198,22005)

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

squatting pan incl. jointing the trap with the pan & soil pipe

in cement mortar 1 :1 (cement : 1 fine sand) (SOR 2021-

10.00 (A) Vitreous China : 207.90 No

49 20.00 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 919.80 Each

paid for separately) (A)vitreous China Pattern :(i) in white

colour (SOR 2021-22 PG NO-207,23010)

50 20.00 Providing and fixing water closet squatting Pan (Indian

type W.C. Pan) size 580mm (Earthwork, bed concrete, foot

reste and trap to be measured and paid for separately) (A) 617.40 Each

Vitreous China.(I) Long pattern = White colour(SOR 2021-

51 20.00 Providing and fixing washbasin with single hole for pillar

tap with C.I. or M.S. brackets painted white including

sutting holes and making good the same but excluding

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

x v 400mm size. (i) In white colour.(SOR 2021-22 PG NO-

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

following size (SOR 2021-22 PG NO-208,23028A1&A2)

10.00 (II) 20mm dia 248.85 No.

53 10.00 Providing & Fixing Angle Cock Of "Ess Ess" Trend

Series Or Equivalent Standard Make As Approved By 675.00 No.

Engg.In Charge All Complete.(N.S.) I00103

54 10.00 Provdg. & Fixing Gun Metal Check Or Nonruturn Full

Wheel Valve. (A) 15 Mm Dia(SOR 2021-22 PG NO- 218.29 No.

55 Supplying nece hardware,G.I. Fittngs etc.comp of

app.quality as under

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

8.00 (b)1/2 '' Gun metal check or non return full wheel valve. 200.00 No

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

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

15.00 (i) S.S. Jali 23.00 No

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

8.00 (k) waste pipe 23.00 No

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

56 Provdg. & fixing ball cock of approved qaulity as

directed.(SOR 2021-22 PG NO-211,23037A1,A2,BA,B2)

(A) Copper metel.

5.00 (II) 50 mm dia 221.79 No.

5.00 (II) 50 mm dia 161.09 No.

57 25.00 Providing and fixing Urinal of approved quality including

connection with trap and with integral longitudinal flush

pipe.(A) Squating plate pattern white earthenware 550mm 1023.75 No.

58 10.00 Providing and fixing Urinal or approved quality including

conecting the Urinal with waste pipe , tap etc. complete.(B)

White earthenware flat back or corner type size 430mm x 690.90 No.

59 5.00 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 1800.00 No.

Charge.(N.S.) (1) 25 Mm Dia.I00117

60 5.00 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 609.00 No.

screws and washers.(SOR 2021-22 PG NO-210,23024)

61 10.00 Provdg. And Fixing Cast Pvc/C.I.(Span) Nahni Trap

Of The Following Nominal Diameter Of Self Clenising

Design With C.I. Scread Down Or Hinged Gratiing Incl.

Cost Of Cutting & Making, Good The Walls And Floors 400.05 No.

100 Mm Inlet And 50 Mm Outlet Etc.Comp.(SOR 2021-22

62 10.00 Provdg. & fixing plastic seat & cover for wash down water

closet with C.P.brass hinges and rubber buffers.(SOR 340.37 No.

2021-22 PG NO-209,23017 ) (B) plastci seat & cover

63 5.00 Provdg. & fixing 12.5 lit.PVC Flush tank with nece.fixtures

etc.comp as per site condition (R&B Sor 21-22 I.C NO 1165.20 no

64 15.00 P/F Jet Spreay at Europeon WC Pan, incl nece. lath

connection, stop cock, and other fixing material and labour

as per inst. of engineer in charge(R&B Sor 21-22 I.C NO

65 20000.00 Providing & Fixing Polytheline Over Head Tank With

Necessary Dia.Holes For Outlet,Inlet Over Flow And

Washout Necessary Washer And Checkput

Etc.Comp.(N.S.) I00105

66 10.00 Providing & Fixing Door closer-complete of Approved

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

engg.in charge.(N.S.)

67 10.00 P & F app.quality for Conseal lock in Alu.door .as per inst

of engg in charge .etc.comp.(app.rate) 300.00 No.

68 2.00 P & f app.quality for brass baby latch (door stopper) as per

inst of engg in charge .etc.comp (app.rate) 180.00 no

69 15.00 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 1.31Kg/Mt)(C)Shutter

Bottom Section At14.3x44.45 Mm At (1.37 Kg/Mt) 2900.00 Smt

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

Incl.Providing & Installing 5 Mm Thick Approved Color

Acrylic Sheet Of Standard Quality Fixed With Glazing

Chips On Upper Pannel & Laminated Sheet On

Lower Pannel (Wtt.0.13 Kg/Rmt) Etc.Comp.As Direction

Of Engg.In Charge. (N.S.) I00134

70 10.00 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 2350.00 Smt

(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.)

71 5.00 Provding & fixing Aluminum section partition with powder

coating using 2.5'' x 1.5'' all section work incl.p/f 5 mm thick

glass in upper portion and 10 mm th. Novapan panel in

lower section Work incl.fixing the partition in wall/floor with 2500.00 Smt

nece.screws,rubber gasket & other fittings etc.comp. as

directed by engg.incharges.

72 5.00 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 1950.00 Sq. M.

Section Of 63.50 X 38.50Mm (Wt.0.68 Kg/Rmt)

Incl.Providing & Installing 5 Mm Thick Approved Color

Acrylic Sheet Of Standard Quality Etc.Comp. I00136

73 5.00 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 3652.11 Sq.M.

including applying a priming coat of red lead paint & two

coats of enamel paint of selected shade & approved make.

74 10.00 Providing corrugated 0.80 mm (22 gauge) thick G.I. sheets

roofing fixed with galvanized iron ‘J’ or ‘L’ hook bolts, and

nuts 8 mm. dia with bitumen and G.I. limpet washers filled 793.10 Sq.mt.

with white lead complete excluding the cost of purlines,

rafters and trusses..(SOR 2021-22 PG NO-163,15001A)

75 8.00 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. 966.00 sqm

Limpet and bitumen washers complete.(SOR 2021-22 PG

76 5.00 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.(SOR 2021-22 PG NO-

140,11006A+11007+11008A) (A) Shutters having width

below 3.5 meter

77 Provdg. & fixing UPVC handle valve of Prince,Supreme

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

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

F/Sq.Cm working pressure polythelene pipes of the

following outside diameter, low, density, complete with

special flange compression type fittings, wall clips etc.

making good wall ceiling and floor. (SOR 2021-22, I.C NO-

a 10.00 20mm dia 52.08 Rmt

b 10.00 25mm dia 66.99 Rmt

79 Provdg. And fixing to wall ,ceiling and floor 10.00 kg.

F/Sq.Cm working pressure polythelene pipes of the

following outside diameter, low, density, complete with

special flange compression type fittings, wall clips etc.

making good wall ceiling and floor. (SOR 2021-22, I.C NO-

a 7.00 32mm dia 77.60 Rmt

b 7.00 40mm dia 82.95 Rmt

c 3.00 50mm dia 110.25 Rmt

d 2.00 75mm dia 186.90 Rmt

e 2.00 110 mm dia 333.90 Rmt

80 Provdg. And fixing to wall, ceiling & floor in true line and

level UPVC pipe Schedule- 40 of Prince , Supreme , astral

, finolex or equivalent make as approved by engg.

incharge. pipe shall be fix on wall with the help of clamp at

every twi meter center to center of shall be concealed as

directed in cluding neccesarry fitting etc. in cluding testing

of pipe and jointd and fixing the same with adhesive

solvent , including cost of all materials of following nominal

bore Bldg.s.o.r.2021-22,it code 23061. 23062,

81 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 materials such

as cement, sand, hemp, bitumen as dire. testing the pipe

line to a head of 1.5 mt. and hydraulic test as dire incl.

watering trenches, spreading , and carting away of surplus

earth within 100 mt.lead as dire. etc. comp.Bldg.s.o.r.2021-

2022, item code 24001AA, 24001BA, it. No.24.1 Ch- 24)

a 10.00 100 mm dia 140.70 Rmt

b 50.00 150 mm dia. 192.15 Rmt

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

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

fittings and clamps incl. making good the wall, ceiling and

floor. (At any floor level) (Bldg.Sor 2015-16,23.2,23001 a

83 50.00 Providing & Fixing 15 Cm Wide Chicken Mesh Jali With

Nails & Then Application Of 15 Mm Plaster On R.C.C.&

Masonary Joints As Per Dir.Of Engg.In Charge (N.S.)

84 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. AMC Drainage SOR 2016 it. no.11

a 2.00 (A) 0.60 X 0.45 mt. size Inside Clear, Depth from 0.0 to

0.90meter for pipe dia <=150mm. 2262.00 No.

b 2.00 0.75 X 0.75 mt. size (Inside Clear) Depth from 0.0 to

meter for pipe dia <=20 mm 3905.00 No.

85 5.00 Repairing damaged I.C./ Raising removing damaged brick

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

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

chamber sheet cover, removing the debris from chamber

and carting the same as directed. AMC Drainage SOR

86 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 directed.AMC

Drainage SOR 2016 it. no.21

2.00 (A) up to 0.15 mt. (@ Two Coarse) 732.00 no

2.00 (B) up to 0.35mt. (@ Four Coarse) 1161.00 no

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

site etc. comp. Directed. AMC Drainage SOR 2016 it.

a 10.00 FRC heavy duty cover size 730 mm. & 90 mm thick

circular cover 20 M.T. design load and frame size 560 1080.00 no

mm clear opening size 890 x 890 x 120 mm.

b 10.00 FRC medium duty cover size 670 mm dia & 70 mm thick

10M.T. load design and frame size 560 mm clear 884.00 no

opening outer size 780 x 780 x 120 mm

88 10.00 Making connection to the ex.M.H.in running sewer incl.

Dewatering and other required machinery etc. of following

dia pipes at any convenient time. All damaged work shall 1340.00 no

be well repaired as per instructions. etc..complete. (a)

mm to 300 mm dia. AMC Drainage SOR 2016 it. no.19

89 Providing Kachha of Pakka Dummy in the following dia

pipes and removing the same after completion of the

connection work as directed. AMC Drainage SOR

5.00 (A) 100 mm to 300 mm dia. 199.00 no

5.00 (B) 350 mm to 600 mm dia 303.00 no

90 25.00 Supplying Pneumatic Breaker Machine for RCC Slab or

Asphalt Demolishing Work on site by using Operator, fuel,

power Supply etc. Complete as Directed. (No payment

should be allowed for non working condition of machinery

and for pipe line excavation and M.H. work. Allowed only

for break down work)

91 50.00 Supplying Mazdoor for misc. work like Restetment

Pavment, excavation, refilling, demolishion,levelling work 452.00 no

& other miscellanous work. (app rate in e-module)

92 30.00 Supplying carpenter for repairing doors with nece material

like stopper, hinges, handle, glass etc comp. as per

instruction of Engineer in charge etc. I03725 As per Market

93 5.00 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 474.00 No.

required for AMC as per instruction of Engineer in charge

etc. complete. I03723 As per Market Rate

94 2.00 Providing and fixing 1.20 Metre high fencing with 2.0 Metre

long M.S. Angle posts 40mm x 40 mm x6 mm and oil

painting 3 coats fixed at 2.5 Mt,C/c. with five Horizontan

lines and two 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(SOR 2021-22 PG NO-197,22001)

95 6.00 Providing and fixing stoper (M.S.) 6 inch with necessary

fiting in wooden door including removel of old fiting if any 47.00 No

etc completed as directed. I00870 6 inch

96 6.00 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 Aldrop

97 6.00 Providing and fixing handle (M.S.) 4 inch size in with

necessary fitting in wooden windows including removal of 39.00 No

old fitting if any etc completed as directed.I00873

98 6.00 Providing and fixing stopper (aluminium) 6 inch with

necessary fiting in wooden door including removel of old 40.00 No

fitting if any etc completed as directed. I00890 6 inch

99 6.00 Providing and fixing Aldrop 10 mm size (aluminium) with

necessary fiting in wooden door including removel of old 138.00 No

fiting if any etc completed as directed I00891

100 6.00 Providing and fixing handle (aluminium) 6 inch size in with

necessary fitting in wooden door including removal of old 36.00 No

fitting if any etc completed as directed.I00889

101 6.00 Reparing of existing Aluminium window/door/partition by

making necessary addition/alteration in same sides. Rate

incl of necessary fittings required and all labour included.

If necessary rate also incl. of removing from position and 500.00 No

refixing it at same place after repairing it, etc comp. as

directed. Sub Desc : As per approved rate of AMC MET

102 2.00 Rapairing Of Door & Window (Wood).It Also Including

Labour Charges For Erection And Fixing Door

Shutter & Frame Etc.And Necessary Repair As Per Site 100.00 No

Condition.(N.S.) I00375

103 6.00 Repairing of Doors/Windows shutters and Frames

including refixing-aligning shutter, providing, replacing,

fixing MS hinges, Aluminium aldrops, stoppers, tadi etc. 250.00 no

complete excluding painting as per

specifications.(app.rate)

104 30.00 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 501.60 Smt

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

5cms thick sand beddding.

105 2.00 Providing & Fixing Door hinge spring include with

necessary all fixtures as dircted by engg.in charge 1175.00 No

106 2.00 Providing & Fixing wall,ceiling and floor 10 Kg.F/Sq.Cm

160 mm working pressure polythelene pipes of low density,

complete with special flange compression type fittings,wall 785.00 Rmt

clips etc.making good wall ceiling and floor as directed by

engg.in charge etc.comp.

107 3.00 P/F. 10 mm thick Novapan sheet of approved quality

including fixing on partition with necessary all fixtures as 1400.00 Smt

directed by engg.in charge etc.comp

108 3.00 Providing and fixing Stainless steel require size Aldrap in

Alluminium section door at differance floor of Multi story

building. work including nece fixing materials materials like

nut bolts, labour , equipment and fixing aldrap on 225.00 No.

aluminium section door etc complete as per instruction of

engineer in charge

109 5.00 Labour charges for removing of Alum. Door / partition /

Alum. Window / M.S Grill etc. 110.00 Smt

110 1.00 Providing, Fabricating and Erecting in position anodised

(15 to 25 micron of desired colour) door shutter (double

action opening) of standard aluminum section from 18mm

(3/4”) series of Jindal or approved equivalent make of size

top and vertical style 47.62 x 44.45 x 2mm ( w approx =

1.05 kg./m), lock rail and bottom section 114.30 x 44.45 x

2mm ( w approx = 1.83 kg/m), fitted on frame of size 4515.28 Smt

101.60 x 44.45 x 2mm ( w app = 1.60 kg./m) with standard

accesories like handle , stopper, locking arrangement, C.P.

brass hinges, etc, and glazing of 5 mm thick float glass of

Mody or approved equivalent , fixed with rubber / PVC

beading in upper and lower panel complete.

111 3.00 Providing, fabricating and erecting in position anodised (15

to 25 micronof desired colour) aluminum fixed glass

windows / partitions made up from standard aluminium

section from 18mm (3/4“) series of Jindal or approved

equivalent make of size 47.62 x 44.45 x 2mm (w app =

1.05 Kg/m), fitted on frame of size 64 x 40 x 2 mm ( w app 2932.00 Smt

= 1.09 Kg./m) with all standard accessories and glazing of

5mm thick flaot galss of Mody or approved eauivalent

fixed with rubber / PVC beading etc. complete as per

details including all fittings and fixtues & locking

arrangement completes.

112 8.00 P/F. new 12.5mm th. Gypsum board ceiling with necessary

heavy weight GI framing members as per site

requirement.Work incl. Supplying of app.brand gypsum

boards and fixing it as false ceiling in line and level with all

necessary hardware and labour etc. comp.as dire. (At any

113 5.00 Repairing of Spalling in concrete with modified cement

mortar & SBR including surface preparations and applying

bonding coat and rust converter of approved brand etc. 400.00 Smt

comp. including scaffolding, finishing with cement slurry As

114 2.00 Providing & Fixing Floor Spring including fixing shutter

etc. complete as per inst. of engineer in charge. 3300.00 no.

115 4.00 P/F. thermocol ceiling with necessary aluminium T section

25 x 25 x 1.2 mm inclusive fixing it to all wall to ceiling

junction and at junction position of two sheets ,item also

includes p/f 20 mm thick plain thermocol sheets size (1 x

0.5 mt) with all necessary fastening and hardware etc.

comp.as dire. (At any floor level)

116 10.00 Removing dry or oil bound distemper by a washing and

scraping and sand papering the wall surface smooth

including necessary repairs to scratches complete.(SOR

117 2.00 Extra over item 118 for removing dry oil bound distemper

on ceilings and sloping roofs.(SOR 2021-22 PG NO.-175 1.05 Smt

118 22.00 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..(SOR 2021-22 PG NO.-175 18021)

119 22.00 Extra over Item 120 for every subsequent coat of approved

brand and manufacture.(18024) 20.06 Smt

120 20.00 Extra over Item 120 for distempering with oil bound

washable distemper on celling and sloping roofs.(18025) 5.36 Smt

121 22.00 Wall painting (two coats) with plastic emulsion paint of

approved brand and manufacture on undecorated wall

surface to give an even shade including throughly brushing

the surface free from mortar droppings and other foreign

matter and sand papered smooth..(SOR 2021-22 PG NO.-

122 22.00 Extra over item 123 for every subsequent coat of wall

painting with plastic emulsion pain of approved 22.26 Smt

123 90.00 Extra over item 123 for painting with plastic emulsion paint

of approved brand on ceilings and sloping roofs.(18032) 3.57 Smt

124 100.00 Applying two coats of Birla (white cement based) or Asian

(acrylic lapy- putty) or equivalent & two coats of primer of

approved brand and manufacture on new wall surface to

give an even shade including thoroughly brushing the 47.41 Smt

surface free from mortar dropping and other foreign matter

and sand papered smooth.(SOR 2021-22 PG NO.-182

125 22.00 Finishing wall with weather proof exterior emulsion paint

on wall surface (two coats) to give an required shape even

shade after thoroughly brushing the surface to remove all 75.60 Smt

dirt, and remains of loose powdered materials.etc

complete(SOR 2021-22 PG NO.-182 19031)

126 5.00 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 complete

(Rate excluded structural steel work)

127 100.00 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

128 100.00 Painting two coats (excluding priming coat) on new steel

and other metal surface with enamel paint, brushing,

interior to give an even shade including cleaning the

surface an even shade including cleanicn the surface of all

dirt, dust and other foreign matter.(SOR 2021-22 PG NO.-

129 100.00 Painting two coats (excluding priming coat) on new wood

and wood based surface with enamel paint, interior to give

an even shade including cleaning the surface of all dirt, 58.07 Smt

dust and other foreign matter sand papering and

stopping.(SOR 2021-22 PG NO.-179 19011)

130 102.00 Painting Two coats (excluding priming coat) on previously

painted steel and other metal surface with enamel paint,

brushing to give an even shade including cleaning the 72.46 Smt

surface of all dirt, dust and other foreign matter.(SOR

131 100.00 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 36.75 Smt

and other foreign matter.(SOR 2021-22 PG NO.-180

132 5.00 Labour charges for cleaning U.G. & O. H. tank by modern

science technology with six stage process as below (1)

Dewatering existing water by submersible pump. (2)

Hydrojetting by 150 kg. per sq.cm pressure. (3) Vaccum

cleaning to suck the sludge & Turbidity on bottom surface

(4) Heat air system by 80 degree c. tmp. for drying corners

& all sides of tank. (5) Anti bacterial chemical spraying to 650.00 Smt

all surface of tank and then (6) Ultra violet radiation pan

Treatment to tank in this six stages on site classic supply

etc. shall be provided by Muni. Corporation. without

charging any extra cost. The complete tank ckeaning by

mono cleaning systems as directed, rate of above process

are as below capacity of tank. (Approved Rate)

133 5.00 Providing and fixing of mirrors of 5 mm thick on walls of

wash basin counters , toilet area etc, including all hardware

and fixing details and position as per consultant design and 2281.00 Smt

drwaings of the consultant, as directed and to the

satisfaction of the Consultant / Engineer in charge.

134 10.00 Providing and applying texture paint at approved quality,

colour scheme, including preparation of surface, primer

coats+2 coats of putty and texture paint, as per 495.00 No.

manufacture's specification, scaffolding, roller finish etc

complete as per instruction of engineer in charge

135 20.00 Supplying and installation of 10mm thick recycled rubber

flooring having anti-skid and sound absorbing properties,

square shaped, with different color optns for create flooring

pattern, should be installed with proper adhesive as per

manufactures's guidelines, joints of surface to be done

properly to prevent dirt & watepenetration inside the

surface. etc complete as per instruction of engineer in

136 5.00 Providing and applying vinyl paint at approved quality,

including fixing laminate on surface, as per manufacture's

specification, finish etc complete as per instruction of

engineer in charge

137 3.00 Providing and Fixing Metal Jali, making of Wooden Patti

Frame of size 25 mm x 25 mm for Ventilation etc. complete 1437.00 Smt

138 2.00 Providing and fixing 35mm thick flush shutter for doors,

windows & clearstory windows incl. Indian teak wood

frames 12 cm x 7 cm including anodized alluminium fixture

and fastenings incl. primer coat of approved quality and 4800.00 Smt

two coats of oil painting etc. complete.(Fully pannele or

partly panneled and partly galzed door) Flush shutter with

both side laminate

139 5.00 Arrangement of zula with two or nece. skilled labour for

repairing & maintenance work out side building work 950.00 shift

etc.complete as per insructer incharge(At any floor level)

140 10.00 Providing Scaffolding for Demolition Plaster Work &

painting workby 'H' Frame Stand of by any means like

bamboo, balli etc. including carting material work site and

removing after completion of work. Rate include any type

rent etc. complete for any height as directed by engg. in

141 4.00 Supplying , erecting, testing, and commissioning of

Submercible pump set of 1.5 H.P. of Standard make

against the total monometric head of 15 mt. as per

specification incl. motor starter single phase preventer /

liquid level controller G.I. fitting check valves etc. comp. as

142 6.00 Providing, Manufacturing, Fixing Chain Link Jali 8".0" X

4".0" as per detailed Sketch & instruction of Engineer in

Charge same as Lal Darwaja Garden Pattern Consisting

of 3" dia MS pipe A class 5".4" height fixed at 8".9" in C.C.

(1:2:4) block of 9" X 9" X 9" size chain link jali 2" X 2" X

gauge fixed in 35 X 35 X 5 mm MS angle frame of 8".0" X

4".0" size with MS flat of size 25X3 mm welded with jali etc. 1940.00 Rmt

Comp. The Jali is to be Welded to MS angle with MS Flat

as per instruction given. The MS Pipe Jali, MS angle frame

are to be painted one coat of primer & two coats of paint

as directed, in line and level.The two hold fast has been

welded at equal distance at the bottom angle of jali for

support fixed in C.C. as directed by Engg. in Charge.

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 œrûtK Ítul RLîvwhe Jtuzobtk yum.ce.yub.( MJåA Cth< rbNl)

y<do< swœt swœt Bgwrlrmvj rcÕzekdtu,xtuRjux çjtuf, vu yuLz gwÍ

<ubs gwheljbtk sÁhegt< bwsc heltuJuNl ylu hevuhekd fhJt <ubs

fjh ftb fhJtlt ftb ctc<.( yu.yth.me.xuLzh )

2 Time Limit 12 Months (include monsoon)

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

4 Eligibility The Bidder should satisfy all the below mentioned six criteria.

Criteria/Qualifiction for

bidders 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.24,99,999.00

6 Earnest Money Deposit Rs.4,9999.00 Demand Draft Or Bank Guarantee in favour of

Municipal Commissioner, Ahmedabad to be submitted as prescribed

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 online Dt:- 10-02-2026 to Dt :- 02-03-2026 up to 18:00 Hrs.

submission date

11 Tenders physical 03-03-2026 Up to 16:00 Hrs.

submission date

12 Date of Opening To be Intimated after technical bid evaluation

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

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

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

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

Specification applicable.

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

own exppence any defect which may developed or may be noticed

before the period mentioned here under from the certified date of

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

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

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

The Engineer incharge shall be entitled to appropriate the whole or

any part of the amount of security 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 10 % of the balance work after Time limit expired as Peta Work

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

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

Bill Final Bill.

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

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

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

19 For E.P.F. Act. As per Account department cicular no.37, date-09/08/2018

20 GST Prevailing GST will be paid separately.

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

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

btuctEj lkch mt&u (œrûtK Ítul)

Bank guarantee shall be submitted as per AMC Finance Department Circular No.03 dated 28-04-2023

A. Guarantees issued by following banks will be accepted as SD/EMD on permanent basis.

 All nationalized Banks

B. Guarantees issued by following banks will be accepted as SD/EMD for theperiod up to March-

31, 2024. The validity cut-off date in the GR is withrespect to the date of issue of Bank Guarantee

irrespective of the date oftermination of Bank Guarantee.

Commercial Banks :-

1) A U Small Finance Bank

3) City Union Bank

4) DBS Bank India Limited

6) Equitas Small Finance Bank

7) Federal Bank

10) IndusInd Bank

11) Kotak Mahindra Bank

12) Standard Chartered Bank

13) Tamilnadu Mercantile Bank

14) Bandhan Bank

15) BNP Paribas

18) Karnataka Bank

19) Krur Vysya Bank

20) South Indian Bank

21) Utkarsh Small Finance Bank

Co-operative and Rural Banks Of Gujarat :-

1. The Ahmedabad Mercantile Co-operative Bank Limited

2. Kalupur Commerical Co-operative Bank Limited

3. Nutan nagrik Sahakari Bank Limited

4. Rajkot Nagarik Sahakari Bank Limited

5. Saraswat Co-operative Bank

6. Saurashtra Gramin Bank

7. The Gujarat State Co-Operative Bank

8. The Mehsana Urban Co-operative Bank Limited

9. The Surat District Co-operative Bank

10.The Surat Peoples Co-operative Bank

11.SVC Co-operative Bank LTD.

The Issuing Branch Shall Be Of Ahmedabad & Gandhinagar Only.

Special Note: - Amendment, If any by finance department of A.M.C. Shall be Considered final and

Binding Contractors .

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

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 Contractor.

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

specification and the Engineer -in-charge shall make such corrections and interpretations as

necessary to fulfill the intent of the plants and specifications.

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

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

Corporation. will be payable by the contractor.

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

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 what

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

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

respect will be rejected. Municipal Commissioner reserves the right to increase/decrease the

scope of work. No any claim to that effect shall be entertained. The Municipal Commissioner

also reserves the right to reject any or all the tenders without assigning any reason thereof.

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

37. The contractor shall have to paid balance Security Deposit within 10 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 10 days penalty at the rate of

0.01% of sanction tender amount per day will be deducted from the Bill.

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

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

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

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

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

ftblw ltb :- œrûtK Ítul RLîvwhe Jtuzobtk yum.ce.yub.( MJåA Cth< rbNl) y<do< swœt swœt

Bgwrlrmvj rcÕzekdtu,xtuRjux çjtuf, vu yuLz gwÍ <ubs gwheljbtk sÁhegt< bwsc heltuJuNl ylu

hevuhekd fhJt <ubs fjh ftb fhJtlt ftb ctc<.( yu.yth.me.xuLzh )

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

ybœtJtœ BGþrlrmvj ftuvotuhuNl

ÆÂûtKÍtul - Esluh Ftðþ

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(œ.Ítul) le bkswhe bu¤Je ftb NÁ fhJtle <theF dKJtbtk ytJNu.

2. xuLzh Jujezexe 1૨0 r>Jm Mþ^ele hnuNu.

3. xuLzh Ch<e JF<u yluoMxble ChJtle hnuNu.

4. S.yum.xe. «J<obtl œh «btKu yjd&e awfJJtbtk ytJNu. xuût fu yLg ftuE vK mhfthe fhJuht ChJtle sJtc>the ftuLx[tfxhle

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6. juch JuÕVuh Vkz btxu ntjbtk htsg mhfth©eyu fhuj nwfb Bþsc 1% (yuf xft) hfb cejbtk&e ftve juJtbtk ytJNu.

7. bxehegj xuMxekdltu xuMxekdltu FhuFh &guj Fao ftuLx[tfxh©e vtmu &e Jmwj fhJtbtk ytJNu.

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

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

hSMxuNl fhtJJtLþk hnuNu.

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www.ahmedabadcity.gov.inWvh Bþfuj Au.

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

12. Nh<e xuLzh MJefthJtbtk ytJNu lrn.

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

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

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

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ÃþÁ &tg vAe cesw ftb NY fheyu <uÔþk atjNu lrn.

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

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

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

vtujem Vhegt>btk ftuLx[tfxhle hnuNu. CuFz ^me l vzu <u btxu mjtb<elt vdjtk (suJt fu >tuhzwk ctk^e bsqh Ftztbtk W<thJt, mtuh´d

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ftuEvK MxtV ytlt btxu sJtc>th hnuNu lrn. ytxÕþk mbSlu s xuLzh ChÔþk. Btswhtultu rJbtu vK W<thtJJtu.

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

y^h fLMx[[fNl Jfombtkk VhSgt<hSMx[uNl fhtJJt ykdu ybj fhJtltu hnuNu <&t fuxjt juch jtJNtu <u vK sKtJJtLþk hnuNu. juch

yufx «btKu ftgoJtne lrn &E ntug <tu <u btxu ftuLx[tfxh mkÃËKovKu sJtc>th hnuNu. ylu<ulu vubuLx ytvJtbtk ytJNu lrn <ubs ct¤

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

18. ftuEvK ftgœtfeg jexeduNl ybœtJtœ Nnuhle ftuxobtk hnuNu.

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

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

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

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

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

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

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

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

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

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Bþsc ltuk^Ke fhtJe <ult rlgbtuLþk vtjl fhJt ftuLx[tfxh ck^tguj hnNu. ct¤ bswhtu htFe NftNu lrn.

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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

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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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

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MJeftgo ntug <ubKu s xuLzh ChÔþk.

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

NY fhtJJtLþk hnuNu.

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

le ytRxb btk ftuLx[tfxhle btkdKe Bþsc CtJ b¤Nu lrn.

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

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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

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

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

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

own arrangement for water required for the work.

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

contractor and he shall be paid at the rate fixed by Add.C.E. as per the rate analysis based on latest SOR

or if item is not available in SOR than based on current market rates. In case of extra item decision of

Add. City Engg. shall remain final regarding rate.

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

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

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

for extra rate for subsequent changes in site and design is entertained.

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

shall have to prepare the measures boxes according to this measure.

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

will be fully responsible for compliance of the various provisions under contract Act. 1970 and the Rules

framed the to 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: - Repairing and renovation work of Kushabhav thakare hall and other different

Municipla building location in Indrapuri ward South zone (ARC Tender)

TECHNICAL SPECIFICATIONS

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

with all lead and lift.

(a) R.C.C. work (20.3,page 217)

(b) Brick work in Cement mortar (20.11,page 217)

(C) Plaster Bldg.s.o.r. 2015-2016 , it. No.20.11 , ch.20

(d) Tiles or Stone flooring (20.23,page 219)

(f) Sheet roofing (G.I. Or A.C.) (20.27,page 219)

(e) Doors,Windows ventilators (wood/steel) (20.49,page

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-

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-

Mode of Measurement shall be on runnig meter basis.

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 a hot asphalt.

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 this item.

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 100 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:- (a)

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) (Bldg.Sor Jan 2016,item no.5.3.3, 5008)

Provdg. & laying cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 hand broken stone

aggregates 40 mm nominal size) and curing complete excluding cost of form work in

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

40 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

minutes by the method as directed and shall be placed into its final position, compacted and finished

within 30 minutes of mixing with water i.e. before the setting commences.

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 :- 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

(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 level.

Item No 6:- Providing & Applying Tri mix with De watering Machine floter machine on constructed

RCC work including Machine & Labour etc Comp as directed (approved rate)

Mode of Payment:

The payment for this item shall be done per smt basis.

Item No 7:- 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 8 :- 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 surface such as walls (any thickness) partitions and the like including

attached but tresses & string course & the like.

(D) Columns Pillars Posts and struts.(1) Square Rectangular Polygonal in plan.

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 9 :- 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 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.

1.3 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 10 :- Providign thermo Mechanically treated bars (RNT EARS) confirming to IS 786/FC

for R.C.C works includings bendings, 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 11 :- 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

Extra for brick work in super structure above plinth level upto floor two level (B) Conventional

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, chhajas an 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 12:-.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)

Extra for half brick masonry in super structure above plinth level upto floor two level. (B)

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

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

Item No 13 :- 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

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.

As per Item and instructed by engineer incharge

Item No 14 :- 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)

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

Item No 15:- 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)

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)As per Item and instructed by engineer

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

Item No 16:- 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 labour

etc.comp.including three coat of white wash.(Approved Rate in ARC)

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 labour etc.comp.including three coat of white

wash.(Approved Rate in ARC)The rate shall be for a unit of one sq. metre.

Item No 17 :- 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 pigmentt

omatchtheshade of slab including rubbing and polishing etc.complete.(A)25mmthick.

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 17 :- 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 18:- Labour work for Polish kota stone surface rate also including providing cutting and

grinder machine for molding work etc comlete as directed.(app. rate)

The rate shall be for a unit of rmt.

As per Item and instructed by engineer incharge

Item No 19:- Labour work for Polish kota stone surface rate also including providing cutting and

grinder machine for molding work etc comlete 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 20 :- 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

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 21 :- 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 22 :- 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 23 :- 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-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 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.

As per Item and instructed by engineer incharge

Item No 23:- 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.mt.

As per Item and instructed by engineer incharge

Item No 24:- Providing and Fixing pvc.Door (sintex door-equivalent) with necessary alluminium

fitting with EL-7 section frame (Approved Rate as per ARC)

The rate shall be for a unit of one Sq.mt.

As per Item and instructed by engineer incharge

Item No 25:-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 square meter.

As per Item and instructed by engineer incharge

Item No 26 :- 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 27:- 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 28:-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 29:-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

The rate shall be for a per smt.

As per Item and instructed by engineer incharge

Item No 30 :- 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 of19 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)

The rate shall be for a per rmt.

Item No 31 :- 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.

Item No 32 :- Providing and fixing 35 mm th. Shutters for doors windows & clearstory windows

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

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

complete. 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 33 :- 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 : 3 Coarse

Sand) Finished With Flush Pointing In White Cement.(P.183,Item No.14.29(A),14008A)

Item No 34 :- 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 plaster item.

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 35 :- Providing and laying coloured glazed tiles of the size 300 mm x 200 mm x

8 mm / 300 mm x 450 mm x 8 mm in skirting, risers of steps and dedo on 10 mm. thick

cement plaster 1:3 (1 cement : 3 coarse sand) & jointed with white cement slurry.

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

Item No 36 :- 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

Item No 37 :- 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.

Item No 38 :- 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.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 f i ll ing, 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 l ing and car t ing away derbr ies / 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 propor tion of

coloured blocks.

Mode of payment shall be in Sq. mt. basis

Item No 39 :- 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 Shape &

Fixing It.Before Start The Work Remove All Existing Flooring & Open Old Slab Surface

With Wire Brush & Fill Crack If Shown With Water Proof Material.Than For Making Level

Gps.Work Done In Mini.45 To 50 Mm Th.& Fixing.China Mosaic In Cm 1:3 With

Neat Cement Slurry At Top & Filling The Gap With White Or Colour Cement With

Finishing Smooth Surface & Even Shade Incl.Cleaning Of All Dirt,Dust &

Other Foreign Matter.Rate Including For Making Colour Patta,Round Vata With

Fixing Neccessary Water Spout Opening Gap Etc.Comp.As Directed.(As per A.R.C)

(1) China Chips in required colours specially broken from full tiles in required size

(2) Cement (3) Sand (4) White Cement (5) Steiner

Before laying a final layer of China Chips prepare the surface to the required slope and level with a

backing coat in C.M (1:3). While laying a backing coat, spread a layer of thick cement slurry and scrub the

same vigorously to seal all pores in concrete below.

For the required designs prepare templates for different patterns from steel flats or plywood and mark out

total design on the designated area. Estimate the quantity of Chips of different colous and ensure its

uninterrupted supply before starting the work. Lay the chips flat on the bedding coat and fix tightly be light

hammering. Remove grey cement from the joints by scrapping before final set of cement.

Finish the joints neatly with white cement and harmonious colour Steiner. All design and pattern shall be

finished with first class workmanship. The surface should finally cleaned, given a mild acid wash for gain the

luster of China Chips.

Cost of China Chips, White cement, OPC, Sand, Steiner and all labour for leveling, laying by specialist

artisan, preparing templates, testing etc are included.

Mode Of Measurment :

Dimensions of total finished area as laid are recorded and area is computed in sq.m., rounded to two places

Item No 40 :- Providing Cement Vata (10 Cms X 10 Cms)Size Quarter Round In Cement Mortar 1:1

Including Near Cement Finishing, Watering Etc. Complete.(P.203,Item No.0.0 17015)

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

Item No 41 :- Providing, supplying and fixing precast C.C. blocks (M-20) edge kerb having size of

75 x 300 x 300 mm depth and as per design conveying it to the site, jointing into C:M

1:3 and racking out the joints incl. necessary excavation of asphalt, soil etc..completed.-

The curb shall be M-20 of size 300 x 300 x 75mm it shall be laid in proper line and camber and jointing vata in

C.M. 1:3 prop. Including the activities of excavation, ramming etc. comp.

Trenches of specified width and depth shall first be mode along the edges of the wering course of the road of

along the line of pave block flooring to receive the restraint block. The bed of the trenches shall be compacted

manually with steel rammers firm and even surface and then stones shall be set in P.C.C. The edge restraint

blocks shall be laid with their length running parallet to the paving edge, true in line and gradient. The joints of

blocks shall be not more than to mm and filled with the CM 1:3 (1 cement: 3 fine sand) which shall be cured for

The edge shall be restored and all surplus earth including rubbish etc. disposed off as directed by the engineer

Length of the finished work shall be measured in running meter along the edge of the paving correct to a cm.

The rate shall include the cost the materials and labour including stone of specified materials involved in all the

operation described above. Sampling for testing on kerb shall be done Sampling for testing on kerb shall be done

in accordance with appendix – A as per Item No. 08. Testing for compressive strength relevant shall be

undertaken in accordance with I.S. Code.

The Mode of measurement and rate shall be given as per one running meter basis.

Item No 42 :- Conveyance charges of earth lime, murrum, building rubbish, manure, garbage, sludge,

excavated rock, fly ash, aggregate of any kind etc. comp. upto 5 km lead. (Bldg.S.O.R.

All the surplus earth and debries remaining on site after sufficient watering shall be carried away

immediately from site of work to the place within 5 km distance as directed by the Eng. In Charge,

so as not to cause any inconvenience to the public or traffic.

If the instruction of the Eng. In Charge of work are not followed within 7 days from the site,

the work shall be carried out by the Municipal Corporation at the risk and cost of the contractor and

any claim / dispute will not be entertained in the respect.

If the filling in the trenches after subsidence of the earth filled in is to be done the same shall

be carried out at contractor’s risk and cost. No extra payment shall be made for the such work.

The contractor shall take care of the surplus earth after the trenches are well watered and

refilled with earth.

If required the carting shall be carried out during night also without any extra cost.

All work shall be carried out as directed by Engineer-in-Charge.

Mode of measurement

Payment shall be as per cubic meter. Rate including cost of all materials, labour,

machinery, and equipment as directed.

Item No 43 :- Providing & Fixing M.S.Grill,Gate,Elevation Element Of Decorative Pattern With

M.S.Channel,Flat,Medium Grade M.S.Pipe,Square Or Round Bars With Round Heanded

Bolts,Nuts,Or By Screw.Incl.Applying One Coat Zinc Primer And Two Coat Of Oil

Paint Etc.Comp.(as per A.R.C))

1.0 Materials : The structural steel shall conform to M-22.

2.0 Workmanship:

2.1 The M. S. Grill shall be prepared as per the drawings or as directed for fixing to wooden frames of

2.2 The grill shall be fabricated to the designs and patterns shown in the drawings and the weight shall be

as directed and the joints shall be riveted or welded as shown in the plan or as directed. The grill so

formed shall be fixed into the frames of the windows etc., before they are erected in position. The

outside strip frame of the grill shall be housed to its full thickness into the recess cut into the frame

of the windows etc. The grill shall be fixed to the frame with number of bolts and nuts of screws viz.

bolt nut/screw per 30 cm. Of the length of outer strip subject to a minimum of 2 nos. on each side of

the frame or as indicated in the drawings or as directed.

2.3 The bolts and nuts or screws shall be counter sunk and shall be fixed with the top of their heads flush

with the face of frame strips.

3.0 Mode of measurement and payment:

3.1 No payment shall be made for weight of screws, bolts, nuts etc. Only weight of grill shall be paid.

3.2 The rate shall be for unit of one Kg.

Item No 44 :- Providing & Laying 18 mm thick Mirror polish granite For flooring , counter , stair -riser

, tread , skirting , dedo etc. machine cut or chiselled on bed of cement mortar 1:1

pointing with neat cement slurry incl. moulding etc. comp. as per instruction of engineer

in charge. (Bldg. s.o.r 2015-2016,sr.no23 ch.no.14 )

As per Item and instructed by engineer incharge

The measurement shall be given in one smt basis

Item No 45 :- Providing & fixing 2.00 mm thick F.R.P. sheet of good quality and standard make rate

also includes necessary fabrication structure in the grid of 1'-6" x 1'-6" size usiung

hollow pipe of size 3/4" x 3/4" , 2" x 1" & 1" x 1" rate also inclusive necessary bending

,cutting and 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.(As per ARC)

As per Item and instructed by engineer incharge

The measurement shall be given in one smt. Basis

Item No 46 :- Carrying out plinth treatment to post construction / exsiting structure by spraying

chenical solution for termite control treatment incl. labour and materials consistant with

I.S.I specification.(Bldg.s.o.r. 2015-2016 ,sr.no.7,Ch.22)

As per Item and instructed by engineer incharge

The measurement shall be given in one smt. Basis

Item No 47 :- Carrying out timber treatment to all wood work incl. drilling holes and spreying oil

based chenical solution on surface ot timbner work for termite contorl including labour

and materials etc. comp (Bldg.s.o.r.2015-2016,sr.no.5, Ch-22 )

As per Item and instructed by engineer incharge

The measurement shall be given in one smt. Basis

Item No 48:-Provdg. & fixing 100 mm size P or S trap for water closet squatting pan incl. jointing

the trap with the pan & soil pipe in cement mortar 1 :1 (cement : 1 fine sand) (Bldg.Sor 15-

(A) Vitreous China :

(B) The measurement shall be given in no. Basis

Item No 49 :- Providing and fixing wash 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 (Bldg.Sor 15-16) page no-263,it no-23.112,23010

As per Item and instructed by engineer incharge.

The measurement shall be given in each no. basis

Item No 50 :- Providing and fixing water closet s quatting P an (IndiantypeW.C.Pan)size580mm

(Earthwork,bedconcrete,footresteandtraptobemeasured and paid for

separately)(A)VitreousChina.(I)Long pattern = White colour (Bldg.Sor 15-16) page no-

As per Item and instructed by engineer incharge.

The measurement shall be given in each no. basis

Item No 51 :- P/F. wash basin with single hole for pillar tap with C.I. or M.S. brackets painted white

incl. cutting holes and making good the same including all necessary fittings like bottle

trap CP waste coupline, pillar tap, stop cock, lead connections (At any floor (a) Viterous

China : : 550 mm x 400 mm size white/ colour(Bldg.Sor 15-16,ITEM NO.23.127,23018)

As per Item and instructed by engineer incharge.

The measurement shall be given in one no. basis

Item No 52 :- Provdg. & fixing C.P. Brass screw down bib taps of following size Bldg.s.o.r.2015-

The measurement shall be given in one no. basis

Item No 53 :- Providing & Fixing Angle Cock Of "Ess Ess" Trend Series Or Equivalent Standard

Make As Approved By Engg.In Charge All Complete.(N.S.)I00103

As per Item and instructed by engineer incharge.

The measurement shall be given in one no. basis

Item No 54 :- Provdg. & Fixing Gun Metal Check Or Nonruturn Full Wheel Valve. (P.269,Item

No.23.99 A To D) (A) 15 Mm Dia

1.0 Materials :

1.1 The gun metal check or non return full way wheel valve of specified dia. shall conform to I.S. 778-

1964. The non return valve shall be of tested quality.

2.0 Workmanship :

2.1 The gun metal check or non return valve shall be fully cleared of all foreign matter before fixing. The

fixing of valve shall be done by means of bolts nuts and 3 mm. rubber insertions with flanges of

spigot and socketed tail pieces, drilled to the same specification as in case of socket and spigot and

with flanges in case of flanged pipes. The jointing shall be done leak proof.

3.0 Mode of measurements & payment :

3.1 The rate includes all labour, materials, tools and plant etc. required for satisfactory completion of

3.2 The rate shall be for a unit of one number

Item No 55 :- Supplying nece hardware,G.I. Fittngs etc.comp of app.quality as under

(a)1/2 '' Half turn bib cock

(b)1/2 '' Gun metal check or

nonruturn full wheel valve.

(c) 1/2 '' Piller tap

(d) 1/2 '' stop cock

(e) 1/2 '' G.I. Nipple -3 "'

(f) 1/2 '' G.I. Nipple -6 "'

(g) 1/2 '' G.I. Nipple -9 "'

(h) 1/2 '' G.I. Nipple -12 "'

(j) S.S.Soap dish

(l) PVC 1/2 '' Half turn bib cock

As per Item and instructed by engineer incharge.

The measurement shall be given in one no. basis

Item No 56 :- Provdg. & fixing ball cock of approved qaulity as directed. (23037A1,SOR-15-16)

(A) Copper metel.

As per Item and instructed by engineer incharge.

The measurement shall be given in one no. basis

Item No 57 :- 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

As per Item and instructed by engineer incharge.

The measurement shall be given in one no. basis

Item No 58:- 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.I00117

As per Item and instructed by engineer incharge.

The measurement shall be given in one no. basis

Item No 59 :- 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.Bldg.s.o.r.2015-2016,it. No.23.143 Ch-23 )

As per Item and instructed by engineer incharge

The measurement shall be given in one no. basis

Item No 60 :- Provdg. And Fixing Cast Pvc/C.I.(Span) Nahni Trap Of The Following Nominal

Diameter Of Self Clenising Design With C.I. Scread Down Or Hinged Gratiing Incl.

Cost Of Cutting & Making, Good The Walls And Floors 100 Mm Inlet And 50 Mm Outlet

Etc.Comp.(P.263,Item No.23.857)23008

1.0 Materials :

1.1 The cast iron (spun) Nahni trap shall be conform to M-69. The C.I. hinged of screwed down cover

shall be of best quality.

2.0 Workmanship :

2.1 The Nahni trap with 100 mm. dia. inlet and 50 mm. dia. outlet shall be fixed as per drawings or as

2.2 The Nahni trap shall be jointed with C.I. Pipe, 75 mm. dia. with lead joints. The lend joints shall be

done in conformation with I.S. 782-1976.

3.0 Mode of measurements & payment :

3.1 The rate includes cost of all labour, materials, tools and plants etc. required for satisfactory

completion of this item including lead jointing and testing.

3.2 The payment of seat and cover shall be made separately.

3.3 The rate shall be for a unit of each one number.

Item No 61 :- Provdg. & fixing plastic seat & cover for wash down water closet with C.P.brass hinges

and rubber buffers.(P.265,Item No.23.121)23017(B) plastci seat & cover

(B) plastci seat & cover

As per Item and instructed by engineer incharge.

The measurement shall be given in each no. basis

Item No 62 :- Provdg. & fixing 12.5 lit.PVC Flush tank with nece.fixtures etc.comp as per site

condition (Bldg.Sor 15-16)

As per Item and instructed by engineer incharge.

The measurement shall be given in one no. basis

Item No 63 :- P/F Jet Spreay at Europeon WC Pan, incl nece. lath connection, stop cock, and other

fixing material and labour as per inst. of engineer in charge

As per Item and instructed by engineer incharge.

The measurement shall be given in one no. basis

Item No 64 :- Providing & Fixing Polytheline Over Head Tank With Necessary Dia.Holes For

Outlet,Inlet Over Flow And Washout Necessary Washer And Checkput Etc.Comp.(N.S.)

As per Item and instructed by engineer incharge

The measurement shall be given in Liter basis

Item No 65 :- Providing & Fixing Door closer-complete of Approved make to wooden / Alluminium

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

As per Item and instructed by engineer incharge

The rate shall be for a unit of one no. basis

Item No 66 :- P & F app.quality for Conseal lock in Alu.door .as per inst of engg in charge

.etc.comp.(app.rate)

As per Item and instructed by engineer incharge

The rate shall be for a unit of one no. basis

Item No 67 :- P & f app.quality for brass baby latch (door stopper) as per inst of engg in charge

.etc.comp (app.rate)

As per Item and instructed by engineer incharge.

The rate shall be for a unit of one no. basis

Item No 68:- 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 1.31Kg/Mt)(C)Shutter Bottom Section

At14.3x44.45 Mm At (1.37 Kg/Mt) Shutter Middle Section At 100x44.3 Wt.(1.37Kg/Mt)

Incl.Providing & Installing 5 Mm Thick Approved Color Acrylic Sheet Of Standard

Quality Fixed With Glazing Chips On Upper Pannel & Laminated Sheet On

Lower Pannel (Wtt.0.13 Kg/Rmt) Etc.Comp.As Direction Of Engg.In Charge.

As per Item and instructed by engineer incharge.

The rate shall be for a unit of one smt basis

Item No 69 :- 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.)

As per Item and instructed by engineer incharge

The rate shall be for a unit of one smt basis

Item No 70 :- Provding & fixing Aluminum section partition with powder coating using 2.5'' x

1.5'' all section work incl.p/f 5 mm thick glass in upper portion and 10 mm th. Novapan

panel in lower section Work incl.fixing the partition in wall/floor with

nece.screws,rubber gasket & other fittings etc.comp. as directed by engg.incharges.

As per Item and instructed by engineer incharge

The rate shall be for a unit of one smt basis

Item No 71 :- 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 Etc.Comp.I00136

As per Item and instructed by engineer incharge

The rate shall be for a unit of one smt basis

Item No 72 :- 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. ( Bldg.s.o.r.2015-2016,it.

Materials: The collapsible steel gate shall conform to M-33.

T-rails shall be fixed to the floor and to the lintel at top by means of anchor bolts, embedded

in cement concrete on floor and lintel. The anchor bolts shall be placed approximately at

mm centers alternatively in the two flanges of the T iron. In the bottom runner (T-iron) shall

be embedded in the floor and proper groove shall be formed along the runner for the purpose.

The collapsible gate shall be fixed at the sites by fixing the end double channels in the T-Iron

rail and also by hold fasts bolted to the end double channel and fixed in the masonry of the

side walls or the otherwiseIn case where the collapsible gate is not required to the lintel

beams or slop above, a tee iron suitably designed may be fixed at the top embedded in

masonry and provided with necessary clamps and roller arrangement at the top.

All the adjoining work damaged while fixing of gate shall be made good to match the existing

work without any extra payment.

All the members of the collapsible gate including T-Iron shall be thoroughly cleaned of rust,

scales, dust etc. and given a priming coat of red lead before fixing them in position.

Mode of measurements and payment:

The collapsible gate shall be measured in sq. meter. The height of the gate shall be

measured as the length of double channels and breadth from outside to outside of the end

fixed double channels in open position of the gate. The rate includes providing handles,

locking arrangements, stoppers etc.

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

Item No:-73 :- Providing corrugated 0.80 mm (22 gauge) thick G.I. sheets roofing fixed with

galvanized iron ‘J’ or ‘L’ hook bolts, and nuts 8 mm. dia with bitumen and G.I. limpet

washers filled with white lead complete excluding the cost of purlines, rafters and

trusses. ( Bldg.S.O.R. 2015-2016 It. no.15.1 )

As per Item and instructed by engineer incharge

The rate shall be for a unit of one smt basis

Item No 74 :- Providing valleys 900 mm. overall in plain 1.6 mm. thick G.I. sheet Class – 3 fixed with

‘J’ or ‘L’ hook bolts and nuts galvanized from ‘J’ or ‘L’ hook bolts and bitumen washers

complete.( Bldg.S.O.R. 2015-2016 It. no.15.8 )

As per Item and instructed by engineer incharge

The rate shall be for a unit of one smt. basis

Item No 75 :- 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.( Bldg.S.O.R. 2015-

(A) Shutters having width below 3.5 meter

As per Item and instructed by engineer incharge

The rate shall be for a unit of one smt basis

Item No 76 :- Provdg. & fixing UPVC handle valve of Prince,Supreme , Astral, finolex or equivalent

make as per dir. Of engg. In charge.

As per Item and instructed by engineer incharge

The rate shall be for a unit of one no. basis

Item No 77:- Provdg. And fixing to wall ,ceiling and floor 6.00 kg. F/Sq.Cm working pressure

polythelene pipes of the following outside diameter, low, density, complete with special

flange compression type fittings, wall clips etc. making good wall ceiling and floor.

1.1 The low density polythene pipe of specified diameter with 10 Kg/Sq.cm. working pressure shall

conform to I.S. 3076/1968. The specials and fitting required shall be of best quality.

1.0 Workmanship :

2.1 The P.V.C. Pipes of specified diameter shall be fixed as directed. Due to thermal expansion of rigid

P.V.C. Pipes, due allowance shall be made particularly in over ground pipe lines for any change in

length of pipe line which may occur during installation or when pipe line is in service.

2.2 Above ground installation of rigid P.V.C. pipe should be undertaken after preparations are observed

for their protection against direct sun rays and mechanical damage.

2.3 The rigid P.V.C. pipe lines should not be kept exposed above ground when if passes through public

places, railway lines, road side and foot paths.

2.4 P.V.C. pipes shall be supported at the following intervals :

20 mm dia. 500 mm. 32 mm. dia. 900 mm.

25 mm. dia. 750 mm.

2.5 Closer support spacing shall be provided if recommended by the manufacture.

2.6 The guide lines indicated by the manufacturer regarding, handling, transportation, storing laying and

jointing of pipes shall be kept in view during execution.

2.7 P.V.C. pipes shall be fixed on wall with wooden plugs and suitable plastic clamps.

2.8 Jointing the pipes :

2.8.1 The pipes and sockets shall be accurately cut. The ends of the pipes and fittings should be absolutely

free from dirt and dust. The outside surface of the pipes and the inside of the fittings shall then be

roughened with emery paper, and then solvent cement joint. Since solvent cement is aggressive to

P.V.C., care must be taken to avoid applying excessive cement to the inside of pipe sockets as any

surplus cement cannot be wiped off after jointing. Empty solvent cement tins, brushes rags, or paper

unpregnated with cement should not be buried in the trenches. They should be gathered, not left

scattered about, as they can prove to be a hazard to animals, which may chew them.

2.8.2 If manufacture recommends its own methods of jointing, the same shall be adopted after necessary

approval from the Engineer-in-charge.

2.9 Laying pipes in Trenches :

2.9.1 The pipe shall be laid over uniform relatively soft fine grained soil found to be free of presence of

hard objects such as large flints, rocky projections, large tree roots etc. The width of the trenches

shall be minimum width required for working.

2.9.2 The pipes laid underground shall not be less than one metre from the ground level. The pipe shall

be positioned in the trenches so as to avoid any induced stresses due to deflection. Any deviation

required shall be obtained by using proper type of rubber ring joints.

3.0 Mode of measurements & payment :

3.1 The relevant specifications of item 23.2 (A) shall be followed except that the P.V.C. pipes of specified

dia. shall be paid under this item.

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

Item No 78:- P/F. To Wall Ceiling And Floor 10.0 Kgf/Cm2 Working Pressure Pvc Pipes Of The

Following Outside Dia Complete With Special Flange Type Fittings,Wall Clamps Incl.

All Necessary Fittings Etc. Complete. (At Any Floor Level)I00226 (A) 75mm Dia.

I00227 (B) 75mm Dia.

I00227 (B) 110mm Dia.

2.0 Materials :

1.1 The low density polythene pipe of specified diameter with 10 Kg/Sq.cm. working pressure shall

conform to I.S. 3076/1968. The specials and fitting required shall be of best quality.

3.0 Workmanship :

2.1 The P.V.C. Pipes of specified diameter shall be fixed as directed. Due to thermal expansion of rigid

P.V.C. Pipes, due allowance shall be made particularly in over ground pipe lines for any change in

length of pipe line which may occur during installation or when pipe line is in service.

2.9 Above ground installation of rigid P.V.C. pipe should be undertaken after preparations are observed

for their protection against direct sun rays and mechanical damage.

2.10 The rigid P.V.C. pipe lines should not be kept exposed above ground when if passes through public

places, railway lines, road side and foot paths.

2.11 P.V.C. pipes shall be supported at the following intervals :

20 mm dia. 500 mm. 32 mm. dia. 900 mm.

25 mm. dia. 750 mm.

2.12 Closer support spacing shall be provided if recommended by the manufacture.

2.13 The guide lines indicated by the manufacturer regarding, handling, transportation, storing laying and

jointing of pipes shall be kept in view during execution.

2.14 P.V.C. pipes shall be fixed on wall with wooden plugs and suitable plastic clamps.

2.15 Jointing the pipes :

2.15.1 The pipes and sockets shall be accurately cut. The ends of the pipes and fittings should be absolutely

free from dirt and dust. The outside surface of the pipes and the inside of the fittings shall then be

roughened with emery paper, and then solvent cement joint. Since solvent cement is aggressive to

P.V.C., care must be taken to avoid applying excessive cement to the inside of pipe sockets as any

surplus cement cannot be wiped off after jointing. Empty solvent cement tins, brushes rags, or paper

unpregnated with cement should not be buried in the trenches. They should be gathered, not left

scattered about, as they can prove to be a hazard to animals, which may chew them.

2.15.2 If manufacture recommends its own methods of jointing, the same shall be adopted after necessary

approval from the Engineer-in-charge.

2.9 Laying pipes in Trenches :

2.9.3 The pipe shall be laid over uniform relatively soft fine grained soil found to be free of presence of

hard objects such as large flints, rocky projections, large tree roots etc. The width of the trenches

shall be minimum width required for working.

2.9.4 The pipes laid underground shall not be less than one metre from the ground level. The pipe shall

be positioned in the trenches so as to avoid any induced stresses due to deflection. Any deviation

required shall be obtained by using proper type of rubber ring joints.

3.0 Mode of measurements & payment :

3.3 The relevant specifications of item 23.2 (A) shall be followed except that the P.V.C. pipes of specified

dia. shall be paid under this item.

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

Item No 79:- Provdg. And fixing to wall, ceiling & floor in true line and level UPVC pipe Schedule-

of Prince , Supreme , astral , finolex or equivalent make as approved by engg. incharge.

pipe shall be fix on wall with the help of clamp at every twi meter center to center of

shall be concealed as directed in cluding neccesarry fitting etc. in cluding testing of

pipe and jointd and fixing the same with adhesive solvent , including cost of all

materials of following nominal bore Bldg.s.o.r.2015-2016,it code 23061. 23062,

As per Item and instructed by engineer incharge

The rate shall be for a unit of one rmt basis

Item No 80:- Providing & Laying & Jointing glazed stoneware pipes incl. excavation up to

mt.,refilling, trasporting the pipe to work site, unloading, lowering in trenches, laying

and jointing the pipes in c.m. 1:1 incl. all jointing materials such as cement, sand, hemp,

bitumen as dire. testing the pipe line to a head of 1.5 mt. and hydraulic test as dire incl.

watering trenches, spreading , and carting away of surplus earth within 100 mt.lead as

dire. etc. comp.Bldg.s.o.r.2015-2016,it. No.24.1 Ch- 24)

As per Item and instructed by engineer incharge

The rate shall be for a unit of one rmt basis

Item No 81:- P/F. to wall ceiling and floor galvanized mild steel tubes (Medium grade) of the following

nominal dia. with all tube fittings and clamps incl. making good the wall, ceiling and

floor. (At any floor level) (Bldg.Sor 2015-16,23.2,23001 a to 23001d)

1.0 Materials: Galvanized mild steel tubes of specified dia. nominal bore shall conform to I. S.

1239-1968. The galvanized fittings, clamps, etc. required for specified dia. bore pipes shall

be of best quality and make as approved by the Engineer-in-charge.

2.0 Workmanship :

2.1 Cutting, Laying and Jointing :

2.1.1 When the tubes are to be cut or retheraded, the end shall be carefully filed out so that no

obstruction to bore in offered. The ends of the tubes shall then be threaded conforming to

the requirements of I. S. 554-1955 with pipe dies and taps carefully in such a manner as will

not result in slackness of joints when the two pieces are screwed together.

2.1.2 The taps and dies shall be used only for straightening screw threads which have become

bent or damaged and dies shall not be used for turning of the threads so as to make them

slacks as the latter procedure may not result in watertight joints. The screw threads for tube

and fittings shall be protected form edge unit they are fitted.

2.1.3 In jointing the tubes, the inside of the socket and the screwed end of the tubes shall be oi8led

and smeared with white or red lead an wapping around with a few turn of fine spun yarn

round the screwed end of the tube. The end shall then be tightly screwed in the socket, tees

etc. with a pipe wrench. Care shall be taken that all pipes and fittings are properly jointed so

as to make the joints completely water tight and pipes are kept at all times free from dust,

and dirt during fixing. Burr joints shall be removed after screwing. After laying the open ends

of the pipes shall be temporarily plugged to prevent access of water, soil or any other foreign

2.1.4 Any threads exposed after jointing shall be painted or in the case of underground piping

thickly coated with approved anti-corrosive a paint to prevent corrsion.

2.2 Fixing of the tube fitting to wall ceiling and floors :

2.2.1 In case of fixing of tubes and fittings to the walls or ceilings these shall run on the surface of

the wall or ceiling (not in chase) unless otherwise specified. The fixing shall be done by

means of standard pattern, holder clamps keepings the pipes about 15 mm clear of the wall.

When it is found necessary to conceal the pipes and when specified so, chasing may be

adopted or pipe fixed in ducts or resesses etc. provided that there is sufficient space to work

on the pipe with usual tools. The pipe shall not ordinarily be buried in walls or solid floor,

where unavoidable, pipes may be buried for short distances provided that adequate

protection is given against damage and where so required joints are not buried. When

required M. S. tube sleave shall be fixed at a palace a pipe is passing through a wall or floor

for expansion and contraction and other movements. In case the pipe is embedded in walls

or floors, it should be painted with anti-corrosive bitumastic paint of approved quality. The

pipe should not come in contact with lime mortar or lime concrete as the pipe is affected by

lime. Under the floors, the pipe shall be laid in layer of sand filling.

2.2.2 All pipes and fittings shall be fixed truly vertical and horizontal unless unavoidable. The pipes

shall be fixed to walls with standard pattern clamps of required size and shape, one end of

which shall be properly plugged or cemented into walls with cement mortar 1:3(1 cement :

coarse sand) and the other tightened round the pipes to hold it securely. These clamps shall

be spaced at regular intervals in straight length at 2 M C/C interval in horizontal run and

M. interval in vertical run. For pipe of 15 mm dia. up to 25 mm. dia. the holes in the walls and

floors shall be made by drilling with chisel or jumper and not by dismantling the brick work

or concrete. However for bigger diameter pipes, the holes shall be carefully made of the

smallest required size. After fixing the pipe the holes shall be made good with cement mortar

1:3(1 cement : 3 coarse sand) and properly finished to match the adjacent surface.

2.3 Testing of joints :

2.3.1 After laying and jointing the pipes and fittings shall be inspected under working conditions

of pressure and flow. Any joint found leaking shall be redone, and all leaking pipes removed

and replaced without extra cost.

2.3.2 The pipes and fittings as they are laid shall be tested to hydraulic pressure of 6 Kg/sq. cm.

The pipe shall be slowly and carefully charged with water allowing all air to escape and

avoiding all shock and water hammer. The draw off takes and stop cock shall then be closed

and specified hydraulic pressure shall be applied gradually. The pressure gauge must be

accurate. The pipes and fittings shall be tested in sections as the work of laying proceeds

keeping the joints exposed for inspection during the testing.

3.0 Mode of measurements and payment :

3.1 The description of each item shall unless otherwise stated, be held to include where

necessary, conveyance, and delivery, handling unloading, storing fabrication, hoisting, all

labour for finishing to required shape and size; testing, fitting in position, straight, cutting

and waste, return of packing etc.

3.2 The length shall be measured on running meter basis of finished work. The length shall be

taken along the center line of the pipe and fittings. The pipes fixed to walls, ceiling, floors etc

shall be measured and paid under this item.

3.3 All the work shall be measured in decimal system as fixed in its place, subject to tolerance

given below unless otherwise stated:

(i) Dimension shall be measured to the nearest 0.01 meter

(ii) Area shall be worked out to the nearest 0.01 sq. meter.

3.4 All measurements of cutting shall unless otherwise stated be held to include the consequent

3.5 In case of fitting of unequal bore, the largest bore shall be measured for the test.

3.6 Testing of pipe lines fittings and joints include for providing all plant and appliances

necessary for obtaining access to the work to be tested and carrying out the tests.

3.7 The rate includes galvanized steel tubing with screwed socket joints, together with all fittings

(such as bends, sockets, springs, elbows, tees, crosses, short pieces, clamps and plugs

unions etc.) and fixing complete with clamping wall-hooks, wooden plugs etc and also cutting

,screwing and waste and for making forged (or hand made) bends on piping as required.

Connector shall be inserted, where required or directed. The rate also includes cutting

through walls, floors etc. and their making good and painting exposed threads with anti

corrosive paint as above and testing. Where tubes are to be fixed to wall, ceiling and flooring,

the rate shall not include painting of pipes, providing sleeves and sand filling under floor for

which separate payment shall be made.

3.8 The rate shall be for a unit of one running meter.

Item No 82:- Providing & Fixing 15 Cm Wide Chicken Mesh Jali With Nails & Then Application Of

15 Mm Plaster On R.C.C.& Masonary Joints As Per Dir.Of Engg.In Charge (N.S.)I00095

As per Item and instructed by engineer incharge

The rate shall be for a unit of one rmt basis

As per Item and instructed by engineer incharge

Item No 83:- Constructing Slab type 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

& outside 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 masonary in CM 1:5, RCC Slab in CC 1:1.5:3,

including Centering & reinforcement but 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

(Drainage SOR 2009-10,

P.H.E.Chamber, Item No.243 Page No.

0.75 X 0.75 mt. size (Inside Clear)

Depth from 0.0 to

meter for pipe dia <=20 mm

depth 0 to 1.2 mt. item including nece. Excavn. B.B.C.C. in 1:5:10 (1 cement ,5 coarse sand,

graded bk.agg.& ramming & curing etc. comp. Bricks work with bricks having crushing strength not less

then 35 kg./sq.cm.in C.M.1:5 the thickness of bk.masonary wall 0.35 mt. for 1 mt.depth and

mt.th.1mt. depth & racking out joint crushing.

The inside of wall shall be plastered 15mm th. C.M.1:3(1cement ,3 coarse sand)and finishing with

floating coating of neat cement channel shall be semicircular in bommom and of dia.equal to the sewer.

Above the horizontal dia.the sides shall be extended vertically same level as the crown of the out going

pipe and top edge shall be suitably rounded of the channel and benching shall be done c.c 1:2:4(1

cement 2coarse sand 4 graded stone agg.20 mm down graded )rising at a slop in line from adges of

channel the channel of the bottom of chamber.shall be plaster with C.M.1:2 and smooth finish.P/F C.I