Construction of New Gents and Ladies Toilet at Maharshi Rang Avdhut Muni.Garden In Naranpura Ward In west zone.

Sr. Rate Amount

Quant Per

Excavation for foundation upto 1.5 mt. depth including sorting out stacking of

1 useful material & disposing of excavated stuff upto 50 mt. lead loose or soft

soil.(R & B SOR 2023-24)

Up to 1.5 mt.depth (Item code-04B001A)

1.5 to 3.0 mt.depth(Item code-04B002A)

Providing and laying cement concrete 1:5:10 (1-Cement:5-finesand:10-graded

brick bat aggregates 40 mm nominal size) and curing complete excluding cost

2 of formwork in(A) Foundation and Plinth.R & B-2023-24-05006A Cmt.

Providing and laying cement concrete work 1:2:4 (1-Cement:2-Coarsesand:4-

graded stone aggregates 20mm nominal size ) and curing complete excluding

cost of formwork and reinforcement for reinforced concrete workin (B)Slabs,

3 landing, shelves, Balconis, Lintels, Beams, Girder sand Cantilever upto floor Cmt.

twolevel.(Item code-05011BA) (R & B SOR 2023-24)

Filling available excavated earth (excluding rock) intrenches .plinth

,sidesoffoundations etc.in layers not exceeding 20cm.in depth

4 consolidatingeachdispositedlayerbyramming and watering. (Item code-4006) Cu.M.

(R & B SOR 2023-24)

Fillinginplinthwithsandunderfloorsincludingwateringramming,consolidatingan

5 ddressing complete.(Item code-04007A) SOR 2023-24 Cu.M.

Brick work using common burnt clay building bricks having crushing strength

notless than 35kg./Sq. Cm .in foundation and plinth in Cement Mortar1:6 (1-

6 Cement :6 - fine sand) (B) Conventional(Item code-06002BA) (R & B SOR

in foundation & Plinth

Extra over item no- 8-a for brick work in superstructure above floor two level

b ItemNo.2(6.13) (B)Conventional(Item code-06006A) (R & B SOR 2023-24) Cmt.

Half brick masonry in common brunt clay building bricks having crushing

strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1-Cement : 4 -

7 coarse sand ) in foundation and plinth (B) Conventional(Item code- Sq.M.

06008A2A)(R & B SOR 2023-24)

Providing form work of ordinary timber planking soas to give a rough finish

including centering shuttering strutting and propping etc. height of propping

and centering below supporting floor to ceiling not exceeding 4M. and removal

of the same for insitu reinforced concrete and plain concrete work

8 in.(H)(1)Side sand soffits of Beams Beam Haunchings cantilevers Girders Sq.M.

50.00 Bressumer sand Lintels notexceeding1M.inDepth. (Item code-09001H1A)(R 192.15

Providing formwork of 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

ceiling not exceeding 4 M. and removal of the same for in situ reinforced

9 concrete and plain concrete work in. (G) Columns PillarsPosts and struts. (1) Sq.M.

50.00 Square Rectangular Polygonal in plan.(Item code-09001G1A)SOR 2023-24 297.68

Providing TMT Bar FE415 reinforcement for R.C.C. work including bending,

10 binding and placing in position complete upto floor two level (Item code- Kg.

200.00 05014BA)SOR 2023-24 66.59

Providing and laying polished Kota stone slab flooring over

20mm(Average)thick base of cement mortar 1:6(1-cement:6-coarse sand)or

11 L.M.1.1.5 laid over and jointed with grey cement slurry including rubbing and Sq.M.

5.00 polishing etc.complete. (B) 30 mm thick (Item code-14012BA)SOR 2023-24 1,085.48

Providing and laying polished kota stone slab 25mm thick in risers of

steps,skirting Dedo and pillars laid on 10mm thick cement mortar 1:3 (1-

Cement : 3 coarse sand) and jointed with gray cement slury mixed with

12 pigment to match the shade of slab including rubbing and polishing etc. Sq.M.

complete.(Item code-14013A)(R & B SOR 2023-24)

Providing and laying Ceramic 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

13 sand ) finishing with flush pointing in white cement.(Item code-14008BA)(R Sq.M.

Providing and laying Ceramic tiles 6mm thick in skrting risers of steps and

dedo on 10mm thick cement plaster 1:3 (1-cement : 3-coarse sand) and jointed

14 with white cement slurry (Item code-14009AA) (R & B SOR 2023-24) Sq.M.

Providing and laying Vitrified tiles 8 to10 mm thick ,24''x24'' in flooring treads

of step sand land in glaid on a bed of 12 mm thick cement mortar 1:3 (1-

15 cement:3- coarsesand) finishing with flush pointing in white cement. (Item Sq.M.

5.00 code-14008CA) (R & B SOR 2023-24) 1,062.50

Providing and laying polished granite stone slab18 mm thick 1 side ploished

16 jointed with gray cement slurry including rubbing & polishing etc. Sq.M.

10.00 complete.(Item code-M253) (R & B SOR 2023-24) 1,347.46

Providing 15 mm thick cement plaster n single coat on Rough (Similar) side of

single or half brick walls for interior plastering up to floor two level and

17 finished even and smooth in (i)Cementmortar1:3 (1-cement:3-sand).(Item Sq.M.

150.00 code-17002A) (R & B SOR 2023-24) 174.83

20mm thick sand faced cement plaster on walls upto height 10 metres above

ground level consisting of 12mm thick backing coat of C.M. 1:3 (1-cement : 3-

18 sand) and 8mm thick finishing coat of C.M. 1:1 (1-cement : 1-sand) etc. Smt.

5.00 complete.(Item code-17009)(R & B SOR 2023-24) 297.68

Colour washing with lime on wall surface (two coats) over and

including a primary coat of white washing to give an even shade after

19 through brooming the surface to remove all dirt, dust, mortar drops and Sq.M.

10.00 other foreigh matter.(18007)(R & B SOR 2023-24) 12.29

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

20 Exterior Primer of Approved Brand & Manufactures after thoroughly brushing Sq.M.

the surface to remove a

Provdg. & laying S.W. Gully trap with brick masonry chamber & water tight

G.T.Stone including fixing of covervSquare mouth trap 100 mm x100 mm size

21 P-Trap (Item code-24006AA) (R & B SOR 2023-24) No.

Providing erecting and fixing double coated ISI water tank of required capacity

22 1,000. each with all necessary fittings and connection etc. complete on terrace.(Item Litre

code-22014) (R & B SOR 2023-24) 3.91

Providing and fixing castiron (Spun) Nahni trap of the following nominal

diameter of selfcleaning design with C.I. Screaed down or higned gratingin

23 cluding cost of cutting and making good the wall sand floor No.

3.00 100mminletand50mmoutlet.(C)100mm dia.(Item code-23008) (R & B SOR 600.08

Providing laying and jointing in true line and level U.P.V.C. Pipe ( SCH- 40)

for cold water including fittings as approved by Engineer In Charge. Pipe shall

be fixed on the wall with the help of clamp at every two metre C/C or shall be

24 concealed as directed including necessary fittings etc. including testing of pipe

- and joints and fixing the same with adhesive solvent, including cost of all -

materials.(R & B SOR 2023-24)

Providing and fixing to wall ceiling and floor 10.0KgF / Sqcm working

pressure polythelen epipes of the following out side diameter, low density

25 ,complete with special flange compression type fittings, wall clips

etc.makinggoodwallceilingand floor.(R & B SOR 2023-24) -

(A) 75mm dia(Item code-23004F)

(C) 110 mm dia(Item code-23004G)

Providing and fixing water closet squatting pan (Indian type W.Cpan) size

580mm (earthwork,bedconcrte,footrest sand trap to be measured and paid for

26 seperately )(A) Vitreous China(I) Long pattern whitecolour.(Item code-23009) Each

(R & B SOR 2023-24)

Providing and fixing wash down water closet (Europe an type,

W.C.Pan) with integral P or S trap including jointing the trap with soil pipe

in Cement Mortar1:1 (1- Cement:1-fine sand) (Seal and cover to be

27 measured and paid forseparately) (A) vitreous China Pattern :(i) in white Each

colour(Item code-23010) (R & B SOR 2023-24)

Providing and fixng chromium plated brass half turn flush cock of approved

28 quality including fixing in pipe line etc.cmplete.(R & B SOR 2023-24)

(1) 25 mm dia.(Item code-23032B)

Providing and fixing washbasin with single hole for pillar tap with C.I.or

M.S.bracket spainted with including cutting hole sand making good the same

29 but excluding the fittings. (A)vitreousChina (II)Flatback washbasin No.

2.00 550mmx400mm size (I) Inwhite colour.(Item code-23018) (R & B SOR 2023- 1,400.18

Providing and fixing chromium plated, bottle trap with necessary coupling so f

30 approved qualityforwash basin.(Item code-23036) (R & B SOR 2023-24) each

Providing and fixing 600mm x 450mm bevelled edge mirrror of superior glass

mounted on 6mm thick A.C. sheet or plywood sheet and fixing to wooden

31 pluge with C.P. brass screws and washers.(23024) (R & B SOR 2023-24) Each

Providing and fixing C.P brass towel rail complete with C.P brass bracket

32 fixed to wooden plugs with C.P brasss crews.(B) 600 mm x 20 mm size.(Item Each

2.00 code-23025)(R & B SOR 2023-24) 597.22

Providing and fixing screw down bibtaps of following size.(B) Brass

33 chromium plated screws down Bib Tap. (i) 15mm dia.(Item code-23028B1)(R each

Providing and fixing pillartap,capstan head, screw down high pressure with

34 screws, shank sandback nuts. (i) 15mm dia (Item code-23029A)(R & B SOR each

Providing and fixing Gun metal check or non-return fullway wheel

35 valve.(R & B SOR 2023-24)

(A) 15 mm dia(Item code-23031A)

(B) 20 mm dia(Item code-23031B)

(C) 25 mm dia(Item code-23031C)

(D) 40 mm dia(Item code-23031E)

Providing and fixing Urinal of approved quality including connection with trap

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

36 earthenware 550mm x 300mm.(Item code-23034) (R & B SOR 2023-24) Each

Providing and fixing M.S. grills of required pattern to wooden frames of

windows etc. with M.S. flats at required spacings and frame

37 alround, square or round bars with round headed bolts and nuts or by screws Kg.

250.00 (A) Plain Grill. (Item code-10025AA)(R & B SOR 2023-24) 100.17

Providing and fixing 35 mm thick shutters for Doors, windows and clear story

windows including an odised alluminium but thinges with necessary

38 screws.(A) Indian TeakWood.(R & B SOR 2023-24)

(II) Fully panelled(Item code-10030B)

(III) Partly panelled & partly glazed(Item code-10030C)

Providing cement vata (10cmx10cmsize) quarter roundin cement mortar 1:1

39 including neat cement finishing, waterin getc. complete.(Item code-17015)(R Rmt.

Carring out plinth treatment to post construction / existing structure by

spraying chemical solution for termite control treatment including

labour and material consist ment with I.S. specification. Using

Chlordene and Chior purfiles 20 EC. As Per 6131_paret-II

Consentration Weight on percentis recommended i.e one litre 20 EC

40 chemical emulsion with 19 liter give 1% concrentration inclusive of one Sq.M.

30.00 litre chemical emulsion appication attherate of 5 Litre chemical / 104.90

Sqm of surface is recommended as per I.S(Item code-22007)(R & B SOR

Conveyance charge of Earth,Lime, Murrum, building rubbish earch manure or

sludge and excavated rock and fly ash,aggregate of any kind etc.comp.upto

41 km lead.(Item code-030201A1)(R & B SOR 2023-24) Cu.M.

Extra Rate ABOVE 5Km. & UP TO 10Km.

Extra Rate ABOVE 10Km.& UPTO 15Km.

Providing and laying broken chine mosaic flooring for terrace using 12 mm to

20 mm broken pieces of glazed tiles to be laid over cement mortar 1:3 to plain

or slope and to be tempered to bring mortar creme out upto surface using white

42 cement including rounding off junctions and extending them upto 15 cm along Sq.M.

20.00 the wall,clearing with water and oxalic acid etc. as directed.(Item Code- 739.89

14035)(R & B SOR 2023-24)

Painting two coats (excluding priming coat) on new steel and other metal

surface with enamel paint, brushing, interior togivean even shade including

43 cleaning the surface an even shade including cleanicn the surface of all Sq.M.

20.00 dirt,dustandother foreign matter. (Item Code-19002)(R & B SOR 2023-24) 86.94

Painting one coats (excluding priming coat) on previously painted steel and

other metal surface with enamelpaint, brushing to givean even shade including

44 cleaning the surface of all dirt, dustand other foreign matter.(Item Code- Sq.M.

5.00 19003)(R & B SOR 2023-24) 54.35

Painting one coats (excluding priming coat) on previously painted wood

and wood based surface with enamel paint, to give an even shade including

45(a cleaning the of all dirt, dust and other foreign matter.(b) Ready mixed Sq.M.

) 5.00 paintbrushing priming for enamel.(Item Code-19012)(R & B SOR 2023-24) 55.13

Demolition of Brick work and stone masonry including stacking of serviceable

materilas and disposal of unserviceable materials withall ead and lift.(ii) In

46 Cement Mortar.(Item Code-20003B)(R & B SOR 2023-24) Cum

Dismentling doors, windows, ventilators etc. (wood orsteel)shutter sincluding

chowkhat sarchitraves, hold fasts and other attachment etc.complete and

47 stacking them with in all lead and lift.(i)Notexceeding 3 Sq.M. in area.(Item each

2.00 Code-20013A)(R & B SOR 2023-24) 185.85

Demolition including stacking of serviceable materilas and disposalof

48 unserviceable materials with all lead and lift. (i) R.C.C. work.(Item Code- cmt

3.00 20002)(R & B SOR 2023-24) 1,047.38

Dismentaling tiled of stone floors laid in mortar including stacking of

49 serviceable materilas and disposal of unserviceable materials withall lead and Sq.M.

20.00 lift.(Item Code-20005)(R & B SOR 2023-24) 47.25

Dismantling santtary fittings like wash basin W.C. pan Indian and European

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

5.00 lift.(Item Code-20016)(R & B SOR 2023-24) 401.63

Dismentling C.I. Pipes G.S.W. pipe sabd A.C.rainwate rpipes with fitting sand

clamp s ncluding stacking the materials withall leadandlift(forany dia, of

51 pipe).(Item Code-20015)(R & B SOR 2023-24) Rmt.

Providing corrugated G.I sheets with iron JorL hooks ,bolts & nuts 8mm.

Diameter with bitumen & G.I.limpetashers. Filled with white lead complete

52 excluding the cost of purlins, rafter sand trusses. (I) 0.80mm. thick sheet.(Item Sq.M.

15.00 Code-15001A)(R & B SOR 2023-24) 719.93

Providing & Fixing 3 mm thick F.R.P.sheet of Approved Quality & Color /

Pattern as per Consultant's design also includes required fabrication structure

in the grid of 2'-0x2'-0 size using hollow pipe of 16 gauge & size 2"x1" &

1"x1",G.I. & Bitumen Washers,Silicon paste application for fixing the

53 sheet.Rate also include necessary bending,cutting,labour charges,Zinc Primer Sq.M.

coat & Two coats of oil painting of color as approved by consultants & making

good the wall.

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 1.31 kg/mt) (c) Shutter bottom section at

114.3x44.45 mm at (1.37 kg/mt) Shutter middle section at 100x44.3 wt.(1.37

54 kg/mt) incl.providing & installing 5 mm thick approved color Acrylic Sq.M.

5.00 sheet of standard quality fixed with glazing chips on upper pannel & 2,900.00

Laminated sheet on lower pannel (wtt.0.13 kg/Rmt) etc.comp.as direction

of engg.in charge.(N.S.)

Providing and fixing extruded aluminum window having extruded aluminum

Colour Powder Coated section frame main outer size 127mm x 38.10mm x

1.35mm ,@ Wt.1.384 Kg/mt,horizontal Four track member size 122.20mm x

31.75mm x 1.10mm @ Wt. 1.205 Kg/mt,vertical member of size 122.20mm x

31.75mm x 1.50mm ,@ Wt. 1.398 Kg/mt with sliding shutters of horizontal

member size 40mm x 18mm x 1.29mm @ wt.of 0.456Kg/mt,vertical member

55 of size 40mm x 18mm x 1.29mm @ wt.of 0.456Kg/mt,@ with 5 mm thick Sq.M.

5.00 transparent bronze colour tinted float glass with powder coated aluminum 2,119.14

fittings and fixtures and transparent silicon sealant glass fixing to frame as per

details etc(Item Code-11026)(R & B SOR 2023-24)

Providing & Fixing in position Alluminium vents with frame using

approved anodised extruded alluminium section as approved by Engg.

In charge.(Jindal alluminium) units equivalent Frame section of 63.50 x

56 38.50 mm. (wt.0.68 Kg/Rmt) incl. Providing & Installing 5 mm thick Sq.M.

Glass of standard quality etc. comp.

Providing and Fixing 1 H.P. Electrical monoblock or submarcible water pumps

57 withmotor and required cable and switch board of approved brand and make No.

1.00 etc.comp.as directed. 6,800.00

Providing and Laying of Rubber Moulded Paver Block Grey/Coloured

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 incharge. Cost includes formworks using rubber mould, Rate

providing and laying paver blocks as per required grading and specification.

The paver block shall be mechanically compacted. The work of paving blocks

shall be executed in line and level by skill mason of flooring work only. It

should be laid in such a way that the no cutting of the paver block to be

58 necessary. if cutting of paver block necessary then it should be cut by machine Sq.M.

only and carting. The finished surface of the paver block shall have resonably

good, plain finished. Paver blocks shall be compacted and shall be relaid if

necessary. Gravel or such type of materials shall not be allowed for production.

Laying on 5 cms thick sand

Supplying and fixing of 300 mm-L x 15 mm-B x 380 mm-H Kerb block

for Footpath in M-20 grade using 20 mm nominal size black trap

aggregate of Sevaliya/Timbaor equivalent quality for pre-cast

blocks, reasonablyexposed finish/ formwork , mould with

well equippedwith vibratory system for kerb stones of approved design

including curing, etc. complete, including thecost of formwork etc.

complete. The rate shall also include necessary cutting of

asphalt, fixing the Kerbstones in line and level on 5 cm thick sand

bedding withnecessary equipments and materials. The rate

59 shall also include the flush pointing in CM (1:3) for all joints of Rmt.

thekerbstones. Filling of zari alone the sides of the kerbstone fixed with

Bituminous concrete Bituminousconcrete / C.C. mixed in proper

position to flush withthe road surface as directed by Engineer in

change to form a portable mixture.a) Laying on 5 cm thick Sand Bedding

Constructing a sink (chowkedi) with C.C. 1:2:4, 12 cm. thick over B.B.

masonry in C.M, (1:6) in front and dwarf wall 1.0 Mt. high and 23 cm. thick

cement plaster to masonry / in C.M.1:3) and cement concrete flooring in

60 1:2:4: mix 5cm.dia.drain pipe etc.complete.(Item Code-22003)(R & B SOR Rmt.

Constructing a cooking platform 60 cm. width and 70 cm high resting on

B.B. Masonry walls 23 cm. thick in C.M. (1:6) with (i) Fixing or

precast R.C.C. 1:2:4) 8 cm. thick slab with marble chips set in C.M. (1:6)

61 (6 mm thick terrazo) with plastering on exposed faces walls in C.M. Rmt.

(1:4) etc complete.(Item code-22004A)(R & B SOR 2023-24)

P/M/F chainlink jali 8'x4' size as per details sketch & instructionof engineer in

charge same as lal darwaja garden pattern consisting of 3'dia. M.S black pipe

'A' class 5'4" ht. fixed at 8'9" c/c in C.C 1:2:4 block of 9"x9"x9" size chain link

jali of size 2"x2"x10 gauge fixed in 35x35x5 mm MS angle frame 8'x4' size

with MS flat of size 25x3 mm welded jali etc.comp.The jali is to be welded to

1.00 MS pipe with MS flat as instruction given.The M.S pipe and the M.S angle 1,230.00

frame are to be painted one coat of primer and two coats of paint as directed in

line and level

Providing and fixing 1.20 Metre high fencing with 2.0 Metre long M.S.

Angle posts 40 mm x 40 mm x 6 mm and oil painting 3 coats fixed at 2.5 Mt,

C/c. with five Horizontan lines and two diagonals of galvanised steel barbed

63 wire weighting 9.38 Kg. per 100 Metre, strained and fixed to posts with G.I, Rmt.

5.00 staples including fixing the posts in ground with 0.5 M x 0.5.M x 0.5 M. 385.40

block in C.C 1:5:10 etc complete.(R & B-2023-24-22001)

Providing and fixing PVC Printed pain colour false ceiling with grid type with

alluminium frame consisting of 600mm x 600mm 3mm thick plain PVC sheet

used as panel insert in a frame work made using anodized alluminium T

section of size 1 x 1 (235 x 25mm, 19 gauge or 1 mm thick) in square pattern

of grid sizes of 2 x 2 (600 x 600mm) The alluminium frame work is supported

from the cceiling with the help of G.I. hook and G.I. wire/6mm M.S. rods of

64 required sizes to maintain proper level etc. The aluminium frame work is Smt.

1.00 supported on side wall with the use of alluminium L section of size 1 x1 (25 x 766.00

25mm) angles etc. complete as per direction of Engineer in charge.

Manufactures specification and drawing.(R & B-2021-22-1005)

Renovation and Repairing work in Chainlink fencing any size and also

refixing work incl. febrication work with all materails to be painted one coat

65 of primer and twocoats of paint as directed inline and level. (N.S.) Rmt.

Providing & Fixing Stair / Balcony Railing as per Consultant's Design from

M.S.square Rectangular,Round pipe of required Dia, M.S.Flat,Angle,channel

& other sections of required size as per detail work includes

66 cutting,bending,welding,grinding,Fixing with necessary supports - Rmt.

holdfasts,Application of one coat of Zinc Primer,Two coats of Oil Painting

etc.complete.(N.S.)

Providing and fixing of Roller blind curtain/blackout. The fabric shall be

woven from formulated platisol extruded over a polyaster yarn.The fabric

shouldl be weaved to provide subtle view of the side of the blind and should

67 offer elimination of glare and sunlight radiance upto a minimum of 80%.The Smt.

fabric shall be flame retardant.

Providing and fixing 30 mm thick FACTORY MADE SOLID PANEL PVC

DOOR SHUTTER consisting of frame made out of M.S.tubes of 19 gauge

thickness and size of 19 mm x 19 mm for stiles and 15 mm x 15 mm for to p

and bottom rails.M.S. frames hall have a coat of steel primers of approved

make and manufacture, M.S. frames hall be covered with 5 mm thick heat

moulded PVC ‘C’ channel of size 30 x 50 mm formings tiles, and 5 mm

thick 75 mm wide PVC sheets for to prail, lock rail and bottom rail on either

side, and 10 mm (5 mm x 2) thick, 20 mm wide cross PVC sheet as gap insert

for to p rail and bottom rail, Panelling of 5 stiles and rails with 30 mm wide

68 x 5 mm thick PVC sheet beading on eighter side, and joined together Smt.

with solventcement adhesive,. An additional 5 mm thick PVC strip of 20 mm

width is to be stculkon the interiors ide of the ‘c’ channel using PVC

solventcement adhesive etc. complete as per direction of Engineer incharge,

manufacture’s specification and drawing.R & B-2023-24-10043

Providing and fixing glazed louvered glass windows and ventilators with

teak wood frame 10 cm. x 7 cm. size including 3 coats of oil painting to wood

69 work etc.complete. (upto 10 ton)R & B-2023-24-10029AA Smt.

Providing and laying 40 mm thick marble chips flooring rubbed and polished

(I.E.terrazo) to granolithic finish with under layer 30 mm thick cement

concrete1:2:4 (1-Cement: 2-coarse sand: 4-graded stone aggregate 10 mm

and down gauge) and to player 10 mm thick with white, black or white and

blak marble cihps of required sizes from 1 mm to 4 mm nominal size laid in

cement marble powder mix 3:1 (3- Cement:1-Marble powder by weight) in

70 proportion of 4:7 (4- Cement: 7-marble chips by volume) (C) Smt.

Medium Shade pigment with approx 50% white cement and 50% ordinary

cement (In top layer only) (upto 10 ton)AMC-SOR-2015-16-14001C

Providing and laying marble chips skirting (Terrazo) or dedo rubbed, and

polished to Granolithic finish to player 6 mm white, black or white and black

marble chips of size from smallest to 4 mm nominal size laid in cement

marble powder mix 3:1 (3-Cement: 1 marble powder by weight) in

71 proportion of 4:7 (4-cement marble powder mix: 7- marble chips by volume) Smt.

(B) Light shade pigment with white cement (In top layer only)R & B-2023-24-

Wall painting (two coats) with plastic emulsion paint of approved brand and

manufacture on undecorated wall surface to give an even shade including

72 throughly brushing the surface free from mortar droppings and other foreign Smt.

50.00 matter and sand papered smooth.R & B-2023-24-18031 78.44

Extra over item for every sub sequent coat of wall painting with plastic

emulsion paint of approved brand.R & B-2023-24-18032 Smt.

Extra over item for painting with plastic emulsion paint of approved brand on

ceilings and sloping roofs.R & B-2023-24-18033 Smt.

Providing and laying Vitrified tiles 8 to 10 mm thick, 36''x36'' in flooring

treads of steps and landing laid on a bed of 12 mm thick cement mortar 1:3 (1-

73 cement:3-coarses and) finishing with flush pointing inwhite cement. (upto 10 Smt.

ton)R & B-2023-24-14008DA

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

74 from mortar dropping and other foreign matter and also including Smt.

20.00 preparing the surface even and sand papered smooth.R & B-2023-24-18021 76.08

Extra Coat for Above Item over above for every subsequent coat of

approved brand and manufacture.R & B-2023-24-18024 Smt.

Applying two coats of Birla (white cement based) or Asian (acryliclapy-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

75 surface free from mortar dropping and other foreign matter and sand papered Smt.

smooth.R & B-2023-24-19032

Removing and scraping of old deteriorated plaster of any thickness from

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

76 of unserviceable from site of work with all lead and lift.R & B-2023-24-20045 Smt.

Labour work for fixing interlocking blocks / any kind of

pavement on up to 50 mm th sand bedding, levelling,

77 watering and fixing in line & level as well cleaning the Smt.

30.00 site etc.comp. as directed.SOR - (Jan. -2016) for Central Verge / Footpath / 78.00

Stone Paving

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,

78 jointing into C:M 1:3 and racking out the joints incl. necessary excavation of Rmt.

asphalt, soil etc..completed.

Providing and supplying of labour for necessary manual excavation, cleaning,

Shifting of Material Or any other, or for any other work as directed by

79 Engineer In charge. The Rate includes Handcart with Mazdoor

Labour charges - Mazdoor (Female).R & B-2023-24-L021

Labour charges - Mazdoor (Male.)R & B-2023-24-L022

Labour charges - Supervision for Machinery.R & B-2023-24-L029

Fitter/Plumber/Mason.R & B-2023-24-L025

WELDER/ Gas cutter at Day /night.R & B-2023-24-L030

Lettering and lettering charges and printing Muni.corporation symbol with

80 help or skilled artist including colour costst. No.

Prismatic grade reflective sheeting with super high performance durable ,micro

prismatic material confirming to type XI as per ASTM-D 4956 -09 & Cutting

81 pesting letter according to IRC standard in dual language with micro Smt.

2.00 prismatic material confirming to type XIsmatic confirming to type XI 3,600.00

Excavation of pit of manually necessary labour of size .6*.6*.6 m for as per

above MS Structure foundation of pole for any size. The grade of concrete

82 should be M-20 the item rate include carting, filling, with available earth and No.

1.00 should be proper be level up to ngl,as directed by Engineer in charge 1,000.00

Dismentling barbed wire in fencing including making rolls and also including

dismentling fencing posts including all earth work concrete in base and

making good the disturbed ground stacking useful materials as directed and

83 disposing as directed and disposing of the unserviceable materials with all lead Rmt.

and lift.R & B-2023-24-20014

Providing and laying cement concrete1:4:8 (1-Cement: 4- coarses and:8-

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

84 excluding cost of formworkin (A) Foundation and Plinth (upto 10 ton).R & B- Cmt

Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6-

hand broken stone aggregates 40 mmnominal size) and curing complete

85 excluding cost of formwork in (A) Foundation and Plinth..R & B-2023-24- Cmt

Providing and laying cement concrete work 1:2:4 (1-

Cement : 2- Coarse sand : 4- graded stone

aggregates 20 mm nominal size) and curing

86 complete excluding cost of formwork and Cmt

1.00 reinforcement for reinforced concrete work in (A) 3,923.53

Foundations, footings, Base or columns and Mass

concrete.R & B-2023-24-05011AA

Providing and laying in position Ready Mixed M-150 grade concrete for

reinforced cement conctere work, using cement content as per approved

Design Mix manufactured in fully automatic batching plant and transported

to site of work intransit mixer for a lead up to 10 kms having continuous

agitated mixer, manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C. from

transit mixer to site of laying, excluding the cost of centering shuttering

finishing and reinforcement including cost of admixtures inrecommended

87 proportions as per IS:9103 to accelerate/ retard setting of concrete, Cmt

improve work ability without impairing strength and durability as per

direction of theEngineer-in-charge. Without Fly Ash (Min cement level as per

latest IS456 shall be maintained) (Cement level 320 kg )R & B-2023-24-5054

Providing and laying in position Ready Mixed M-200 grade concrete for

reinforced cement conctere work, using cement content as per approved

Design Mix manufactured in fully automatic batching plant and transported

to site of work intransit mixer for a lead up to 10 kms having continuous

agitated mixer, manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C. from transit

mixer to site of laying, excluding the cost of centering shuttering finishing and

reinforcement including cost of admixtures in recommended proportions as

88 per IS:9103 to accelerate/ retard setting of concrete, improve work Cmt

ability without impairing strength and durability as per direction of

theEngineer-in-charge. Without Fly Ash (Min cement level as per latest IS456

shall be maintained) (Cement level 400 kg )R & B-2023-24-5055

Providing and laying coloured glazed tiles of the size 300 mmx200

mmx8 mm/300 mmx450 mmx8 mm in skirting, risers of steps and dedo on

89 mm. thick cement plaster 1:3 (1cement: 3 coarse sand) & jointed with white Smt.

75.00 cement slurry.R & B-2023-24-14036 1,426.95

Providing & Fixing Door closer - complete of Approved make to wooden /

90 Aluminium Doors as per direction of engg. In charge.R & B-2023-24-SR.NO.- No.

Providing & Fixing Angle cock of " Ess Ess" - Trend series or

91 equivalent standard make as approved by engg. in charge all No.

2.00 complete. (N.S.) 675.00

Providing & Fixing PVC Body Chromium Finish Health Faucet with Flexible

92 Pipe of Approved Brand & Manufactures with holder etc.complete as per No.

10.00 direction of engg. in charge. 375.00

Providing and fixing Urinal or approved quality including conecting the

Urinal with waste pipe , tap etc.complete. (A) White earthen ware flat back or

93 corner type size 430mm x 260mm x350mm.R & B-2023-24-23033 Each

Providing and fixing plain asbestos cement sheet 6 mm thick in partitions

including fixing to fames with screws etc, complete with 50 mm x 12 mm

94 Deodar wood beading (Frames to be paid separately) (upto 10 ton)AMC-SOR- Smt.

Providing and fixing in partitions 4 mm thick medium hard board of approved

quality including fixing to fames with screws etc complete with 50 mm x

95 mm teak wood beading (Frames to be paid separately) (upto 10 ton)AMC- Smt.

Providing in line level plumb, fabricating and fixing three row horizontal

barbed wire fencing and punched tape concertina coil of 9 turns per meter of

610 mm dia fixed with clips on top of the angle iron posts. The punched tape

concertina coil having sharp barbs at every 25 mm spacing shall be 0.5 mm

thick and 19 mm width and weighting 13 kg/100 mt. (Average) as per

manufacture's specification. The rate shall also include providing and

96 fixing 1.20 mt.total long MS angle 40 x 40 x 6 mm @3.00 mt.c/c spacing Rmt.

embaded in RCC column, angle posts shall be painted with one coats of red

oxide and two coats of enamel paint of approved quality at top compound wall.

Providing, laying, spreading and compacting graded stone aggregate to wet

mix macadam specification including premixing the Material with water at

OMC in mechanical mix plant carriage of mixed Material by tipper to site,

97 laying in uniform layers in subbase / base course on well prepared surface and

compacting with vibratory roller to achieve the desired density as per MoRTH

clause

(A) Supply of WMM

(B) Laying of WMM

Providing & Supplying JCB Machine on rental basis in case of emergency

situation and break down type work & also during unavoidable condition as

per instruction of engg.incharge, rate includes all nece. shifting, fuel and

operating charges and stacking of useful & non-useful materials separately

98 up to store. (No payment should be allowed for non working condition of Hrs

machinery and for pipe line excavation and laying work) (Based on

Previously approved rate by CE sir )

Providing and operation dewatering Pump including fuel charges & operator

Charges etc. as directed etc. comp. (Shift for Eight Hour) (For Each Pump Set,

99 No payment should be allowed for non working condition of machinery ) Shift

(AMC Drainage SOR-Jan-2016)

Providing and supplying ISI marked only standard length Stonewate pipes in

standard lengths of following class and diameter including all

taxes,insurance, transportiton, fright charges, octroi,inspection charges,

loading, unloading, conveyance to departmental stores, stacking etc. complete

(GWSSB SOR 2021-22)

100 mm Rmt

150 mm Rmt

200 mm Rmt

230 mm Rmt

Lowering, laying and jointing stone ware pipes of following diameters

with cement joints in C.M.1:1 proportion in proper position , grade and

101 alignment at all level as directed by Engineer-in- charge including

conveyance from stone to site of work,Jointing material etc.comp.(GWSSB

100 mm Rmt

150 mm Rmt

200 mm Rmt

230 mm Rmt

Constructing Chamber of following size including excavation, refilling,

BBCC (1:5:10) for foundation, C.C.Channel (1:2:4), finished 15 mm thick

cement plaster inside in CM 1:3, finishing with cement slurry, Brick

102 masonary in CM 1:5 & excluding the cost of chamber seat cover

etc..completed. (Based on Drainage SOR 2009-10)

0.60 X 0.45 mt. size Inside Clear, Depth from 0.0 to 0.90meter for pipe dia <=150 mm.

0.60 X 0.75 mt. size Inside Clear, Depth from 0.0 to 0.90meter for pipe dia <=20 mm.

0.75 X 0.75 mt. size (Inside Clear) Depth from 0.0 to 1.20 meter for pipe dia <=20 mm

Constructing Slab Type M.H. Chamber Of The Following Size

Including Excavation, Refilling, Brick Bats Cement Concrete (1:5:10) of

thickness 15 C.M., CC Channel (1:2:4) of thickness 10 C.M., finished

mm thick cement plaster inside & outside (Only for shaft) In Cm 1:3,

Finishing With Cement Slurry, P/F 4 Mm Dia M.S.Steel Hdpe Coated

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

In Cc1:1.5:3 of thickness 15 C.M.,Including Cantering &

103 Reinforcement (Single jalli at 15 C.M. c/c bothway 10 mm dia.)But

Excluding The Cost Of Manhole Seat Cover Etc..Completed Of Size

0.75 X 1.00 Meter (Inside Clear, M.H. length should be parallel to the flow)

(Based on Drainage SOR 2009-10)

1.00 to 2.00 meter depth, (Slab at Ground level) (for pipe dia <=230 mm)

2.00 to 3.00 meter depth, (Slab at below 0.60 mt. From G.L.) (for pipe dia <=300

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

Dewatering and other required machinery etc. of following dia

104 pipes at any convenient time. All damaged work shall be well repaired

as per instructions. etc..complete. (Based on Drainage SOR 2009-10)

a. 150 mm to 300 mm dia.

b. 400 mm to 600 mm dia.

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

105 the debris from MH and carting the same as directed. (Based on

Drainage SOR 2009-10)

(A) up to 0.15 mt. (@ Two Coarse)

(B) up to 0.35mt. (@ Four Coarse)

RCC Precast M.H.Frame & Cover Manufacture , supply & Delivery at

store or at side of work Precast RCC M200 Frame & Cover Suitable

106 to drainage M.H. and as per type design & Drawing including cost of

reinforcement M.S. Angles or Flat , cutting mold work etc.(GWSSB SOR

Heavy Duty No.

Frame Suitable for 50 Cm opening of MH

Cover Suitable for 50Cm Opening Of MH

Light Duty

Frame Suitable for 50 Cm opening of MH

Cover Suitable for 50Cm Opening Of MH

House connection Chamber Light Duty

Providing , supplying & Laying ISI marked only standard length PVC

FORMCOR pipes in standard lengths of following class and

diameter including all taxes,insurance, transportiton, fright

charges, octroi,inspection charges, loading, unloading, conveyance to

departmental stores, stacking etc. complete ( S-N-4) (1) 200 mm dia.

(MARKET RATE)

Seal and Signature of the Bidder Add City Engineer

Date: (West Zone)

AHMEDABAD MUNICIPAL CORPORATION

West Zone, Zonal Office", 2nd Floor, A.M. Office, Dr. Ramanbhai Patel Bhavan, Usmanpura,

Ahmedabad Municipal Corporation, W.Z. Office, Ahmedabad-380013.

Municipal Commissioner invites Percentage Rate sealed tenders from interested

MEMORANDUM OF WORKS IN BRIEF

Maharshi Rang Avdhut Muni.Garden In Naranpura

Ward In west zone.

2 Time Limit 12 Months

3 Tender Validity Period 120 Days from the date of opening of the tender

4 Eligibility Criteria Register “E-2 class in PWD in Govt. R&B/CPWD/AMC or equivalent

registration with any other state Govt. or institutions.

5 Estimated Cost put to Rs.

6 Earnest Money Deposit Rs.10,000/- (Demand Draft or pay order in favour of Municipal Commissioner,

Ahmedabad /) To be submitted as below. Demand Draft or Bank Guarantee shall be

from Nationalized Bank / Sheduled Bank and valid for 120 days. (As per Latest AMC

finance dept.circular).

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

Demand Draft / Local MICR Cheque. & attched ANNEXURE - 1 finance

dept.circular No- 14 Dt.4/6/13

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 (west zone),Ahmedabad Municipal Corporation, West Zone,

Zonal Office", Dr. Ramanbhai Patel Bhavan, Usmanpura, Ahmedabad.

10 Tenders issue date Tenders from the AMC website www.amc.nprocure.com &

www.nprocure.com shall be down loaded from AS PER TENDER NOTICE

11 Last Date of Submission Dt.29-01-2026 upto 18:00 hrs As per Notice inviting Tender / Addendum /

of the Corrigendum.. The tenders received after latest schedule date and time

Tender will not be entertained under any circumstances.

12 Tender Documents Dt.30-01-2026 upto 12:00 hrs to Assistant Manager / Add.C.E.(W/Z) office,

Submission 2nd Floor, Dr. Ramanbhai Patel Bhavan,Usmanpura, Ahmedabad

Municipal Corporation, W.Z. Office, Ahmedabad-380013

13 Date of Opening Dt.30-01-2026 upto 15:00 hrs As per Notice inviting Tender / Addendum /

Corrigendum (only Techanical Bid) to Assistant Manager /

Add.C.E.(W/Z) office, 2nd Floor, Dr. Ramanbhai Patel

Bhavan,Usmanpura, Ahmedabad Municipal Corporation, W.Z. Office,

Ahmedabad-380013

14 Mode of sending the Document shall be physically submitted in sealed envelope By

Tender Documents and RPAD/Speed post/ Hand Delivery in sealed covers in Duplicate (One

evalution of tender Original & One Duplicate) duly sign & seal by contractor

Tenders received without EMD shall be considered as Non-Responsive and

shall be rejected outright.

15 Terms, Condition, & All general condition of contract of Form B1 condition of contract shall

Specification be applicable..

16 Defect &Liability Period The contractor shall be responsible to make good and remedy at his own expense

any defect which may develop or may be noticed before the period mentioned

hereunder from the certified date of completion, The within 15 days of receipt of

the notice. In the case of failure on the part of the contractor, the Engineer-in-

charge may rectify or remove or re-execute the work at the risk & cost of the

contractor. The Engineer-in-charge shall be entitled to appropriate the whole or

any part of the amount of security deposit towards the expenses, if any, Incurred

by him in rectification, removal or re-execution. The Defects Liability period

shall be as under(a) for all works costing upto Rs. 50,000 ( amount put to

tender), the period shall be 3 months from the certified date of completion.

(b) for all works costing more than Rs. 50,000 and upto Rs. 1 crore (amount put

tender), the period shall be 6 months from the certified date of completion or one

monsoon, whichever is later.

(c) for major projects costing more than Rs. 1 crore, the period shall be

months from the certified date of completion which should include one

(d) For building works, the period specified in (a), (b) or (c) above OR elapse of

monsoon period following the certified date of completion, whichever is later.

For the purpose of deciding the monsoon period, the 30th September may be

treated as the last date.

17 Time permitted to start Whenever a work is allotted by Engineering staff, whether minor or major

parts of work of part thereof of any amount, the contractor shall be bound to start the

works within 48 hours of intimation of work. Communication done

telephonically via Calls,SMS, Via Whatsapp and through letter / E-mail

shall be considered legal and binding for the same. Failure of comply to

start the works in 48 hours of intimation as above by contractor the

contractor shall be levied penalty of (1) Rs.1000/- per day (for tenders

amounting upto 10 Lakhs), (2) Rs.2500 per day (for tenders amounting

above 10 Lakhs and upto 30 Lakhs), (3) Rs.5000 per day (for all tenders

amounting above 30 Lakhs). Three times failures by contractor shall make

contractor responsible to be black listed unless and otherwise justified

properly in writing / binding within 15 days of last notice of penalty.

18 Compensation for Delay 10% of Remaining work (As per Circular)

19 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 Document.

20 EPF Act As per Acoount Department circular no-37 Date:09/08/2018

21 GST 18% GST will be paid extra by AMC/Authority at prevailing rate to the

Contractor.

22 Municipal Commissioner reserves the rights to reject any or all the tenders without assigning any

reasons thereof.

23 Conditional tenders will not be accepted.

24 Mobilization advance will not be given.

25 Contractor has to provide more than one number of gangs as per the works allotted and in case of non

providing of gangs and machinery at all sites at given time shall be treated as delayed by contractor

and penalty shall be levied on per day delay as mentioned as above.(the amounr shall be as instructed

earlier based on the tender amount)

26 The staff of the contractor shall wear safety jackets,hoes, helmets etc. while on duty and any violation

will attractfineofRs. 5,000/-foreach incident. Failure to erect safety signage or trying to carry out the

works with out proper precautions/safety measures as required will attract a fine of Rs.5,000/-for each

Seal and Signature of the Bidder Add. City Engineer

(West Zone)

AMC Finance dept. circular No – 41, Dt.08/02/2022

ANNEXURE –

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

(1) All Nationalized Banks

(B) Guarantees issued by following banks will be accepted as SD/EMD for the period up to March- 31,

The validity cut-off date in the GR is with respect to the date of issue of Bank Guarantee irrespective of the date

of termination of Bank Guarantee. Guarantees issued or Authorized by Ahmedabad Branch Only.

(1) Commercial Banks:

(1) RBL Bank

(2) Axis Bank

(3) ICICI Bank.

(4) HDFC Bank

(5) Kotak Mahindra Bank

(6) IndudInd bank

(7) DCB Bank

(8) Tamilnadu Mercantile Bank

(9) Ujjivan Small Finance bank

(10) A U Small Finance Bank

(11) Fedaral Bank Bank

(12) Equitas Small Finance bank

(13) Bandhan Bank

(14) Standard Chartered Bank

(2) Co-Operative & Rural Banks of Gujarat

1. The Mehsana Urban Co-operative Bank Ltd

2. The Ahmedabad Mercantile Co-Operative Bank Ltd

3. Nutan nagrik Sahakari Bank Ltd

4. The Kalupur Commerical Co-operative Bank Ltd

5. Rajkot Nagarik Sahakari Bank Limited

6. The Gujarat State Co-Operative Bank

7. Sarswat Bank

8. Saurashtra Gramin Bank

Seal and Signature of the Bidder Add.City Engineer

(West Zone)

AHMEDABAD MUNICIPAL CORPORATION

Invitation for Bid (IFB)

1. The AHMEDABAD MUNICIPAL CORPORATION, (hereinafter called “the Employer”) invites sealed

Tender document from reputed and qualified bidders for the construction of Works detailed in the Table

No value of works Money Period

. (Rs.) Deposit

1 Construction of New Gents Rs. 9,99,068.41 Rs.10,000/- 12 Months

and Ladies Toilet at

Maharshi Rang Avdhut

Muni.Garden In Naranpura

Ward In west zone.

2. Interested bidders shall download the tender documents from AMC’s website

www. amcnprocure.com/ www.nprocure.com.

3. Tender (a complete set of bidding document) fee shall be Rs. 900.00 in the form of Demand Draft / Pay

Order from any Nationalised Bank in favour of MUNICIPAL COMMISSIONER, Ahmedabad, payable at

Ahmedabad, which shall be non refundable.

4. All bids must be accompanied by Earnest Money Deposit of the amount specified for the Works in the

above Table payable at Ahmedabad and drawn in favour of MUNICIPAL COMMISSIONER,

Ahmedabad, payable at Ahmedabad,. Earnest Money Deposit will have to be specified in Clause 2 of

Financial Condition.

5. Physical submission must be delivered to Asst. Manager (Admin) West Zone, 2nd Floor,Dr.

Ramanbhai Patel Bhavan, Usmanpura, Ahmedabad Municipal Corporation, W.Z. Office,

Ahmedabad-380013.

6. The Bids will be opened at the office of Addl.City Engineer (W/Z) , Ahmedabad Municipal Corporation,

2nd Floor, Dr. Ramanbhai Patel Bhavan, Usmanpura, Ahmedabad Municipal Corporation, W.Z. Office,

Ahmedabad-380013. in the presence of bidders or their representatives who choose to attend. In the event

of the specified date of bid submission/opening being declared a holiday for the Employer, the bids shall

be received /opened on the next working day at the same place and the same time.

TERMS & CONDITIONS

( A ) INSTRUCTIONS TO BIDDERS (ITB)

( B ) GENERAL TERMS & CONDITIONS

( C ) FINACIAL TERMS & CONDITIONS

( D ) MAIN CONDITION / FETURES OF THE WORK

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( A ) INSTRUCTIONS TO BIDDERS (ITB)

1. Procedure for Submission of Tender

a). The Bidder should quote the price bid in tender form before schedule time Tender Document, tender fee & EMD

(Draft /DD) and all other enclosures as asked in tender.

b).The bidder shall submit the following Tender documents physically in hard copy in two separate envelope

(marked as “original” and other marked as “Duplicate”) in schedule time by RPAD/ Speed Post/ Hand Delivery

in duplicate. The Bid envelopes shall be marked as follows:-

 Tender Document

 Tender fee

 Registration certificate of class

c).The envelope shall be addressed to the Employer at the following address:

Asst. Manager (Admin) West Zone,

2nd Floor,Dr. Ramanbhai Patel Bhavan,

Usmanpura, Ahmedabad Municipal Corporation,

W.Z. Office, Ahmedabad-380013

d).Bear the following identification:

“TO BE OPENED ONLY IN PRESENCE OF THE EVALUATION COMMITTEE”

e). Indicate the name and address of the bidder.

If the outer envelope is not sealed and marked as above, the Employer will assume no responsibility for the

misplacement or premature opening of the bid.

f).All information has to be typed or hand written legibly. All pages of the Bid have to be initialed by the bidder.

g) All The Bid Document Essentially Needs to be Properly binded/steppled

2. Assessment of Submission

2.1 The Employer will open the technical bid of physically submitted document of all the bids received for the

package (except those received late) containing the sealed Tender volume and other enclosures then announce

the names of bidders in the presence of bidders or their representatives who choose to attend on the date and

time mentioned in the NIT In the event of specified date of bid opening being declared as a holiday for the

Employer, the Tender will be opened at the appointed time and location on the next working day.

2.2 In Physical submission, Bidders detailed and tender fee, E.M.D. shall be opened first. The Employer at the

opening will announce bidder’s names, , the presence/or absence of EMD, the amount and validity of EMD

furnished with each bid, is valid registration and such other details, as the Employer may consider

appropriate.

2.3 The Employer will determine whether the bid is accompanied by the required EMD.

2.4 If the EMD furnished does not conform to the amount and validity period as specified in the Invitation for

Bid and has not been furnished in the form, the bid shall be rejected by the Employer as non-responsive and

the Tender volume will be returned to the bidder.

2.5 Subject to confirmation of the EMD by the issuing bank, the Tender volume accompanied with valid EMD

will be taken up for further evaluation. In case, the Bank does not confirm the EMD, the bid shall be rejected

as non-responsive and no further evaluation carried out.

2.6 The tender volume will further be examined to determine whether the bid has been properly signed, meets the

eligibility and qualification criteria, has the required available bid capacity, is accompanied by the requisite

certificates, undertaking and other relevant information specified in the bid documents and is substantially

responsive to the requirement of the bidding documents and provides any clarification for ascertaining the

correctness of the information/details.

2.7 If the Tender volume is not substantially responsive, it will be rejected by the Employer and will not

subsequently be made responsive by correction or modification or withdrawal of the nonconforming

deviation or reservation.

3. Evaluation and Comparison of Tender volume

The Employer will evaluate and compare only those Tender volumes which are determined to be substantially

responsive in accordance with Clause 2 and qualified for award of Contract in accordance with Clause

(General Terms and Condition).

4. Procedure for Tender Opening

Received copies of tender in physical form with in schedule time, will be open on schedule date and time. In

the event of specified date of bid opening being declared bidders who qualify the criteria then bidder bid will

be considered for opening of price bid.

5.1 The Employer will award the Contract to the bidder whose bid has been determined to be substantially

responsive to the bidding documents and who has offered the lowest Evaluated Bid Price, provided that such

bidder has been determined to be (i) eligible in accordance with the provisions of Clause 3(General Terms

and Condition); and (ii) qualified in accordance with the provisions of Clause 5(General Terms and

Condition).

6. Notification of Award

6.1 Prior to expiration of the period of bid validity prescribed by the Employer, the Employer will notify the

successful bidder by cable/fax and confirmed by registered letter that his bid has been accepted. This letter

shall name the sum which the Employer will pay the Contractor in consideration of the execution, completion

and maintenance of the Works by the Contractor as prescribed by the Contract.

6.2 The notification of award will constitute the formation of the Contract.

7. A successful Bidder has to deposit security deposit / Bank Guarantee as per Circular after receiving letter of

Indent. Time limit of work will commence from the date of issue of work order.

8. Clarification of Bids

8.1 To assist in the examination, evaluation and comparison of bids, the Employer may, at his discretion, ask any

bidder for authentication the correctness of the information/details furnished by him in his bid. Such request

by the Employer and the response by bidder shall be in writing or by cable/fax.

8.2 Subject to above clause, no bidders shall contact the Employer on any matter relating to his bid from the time

of bid opening to the time contract is awarded.

8.3 Any effort by the bidder to influence the Employer in the Employer’s bid evaluation, bid comparison or

contract award decisions may result in the rejection of his bid.

9.1 Information relating to the examination, clarification, evaluation and comparison of bids and

recommendations for the award of a contract shall not be disclosed to bidders or any other persons not

officially concerned with such process until the award to the successful bidder has been announced. Any

effort by a bidder to influence the Employer's processing of bids or award decisions may result in the

rejection of his bid.

10. Site Visit

10.1 The bidder is advised to visit and examine the Site of Works and its surroundings and obtain for itself on its

own responsibility all information that may be necessary for preparing the bid and entering into a contract for

construction of the Works. The costs of visiting the Site shall be at the bidder’s own expense.

10.2 The bidder and any of its personnel or agents will be granted permission by the Employer to enter its

premises and lands for the purpose of such inspection, but only upon the express condition that the bidder, its

personnel and agents, will release and indemnify the Employer and its personnel and agents from and against

all liability in respect thereof and will be responsible for death or personal injury, loss of or damage to

property and any other loss, damage, costs and expenses incurred as a result of the inspection.

11.0 Cheklist for submition of Technical Bid.

11.2 valid Registration Copy.

11.3 Valid E.M.D

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( B ) GENERAL TERMS & CONDITIONS

1. Scope of Bid

1.1 The Ahmedabad Municipal Corporation hereinafter called "the Employer" invites Tender document for the

construction of works (as defined in these documents, hereinafter referred to as "the Works") detailed in the table

given in the IFB.

1.2 The Works consist of: “as Above "

Source of Funds

1.1 The expenditure on these Works will be met by AHMEDABAD MUNICIPAL CORPORATION.

3. Eligible Bidders

3.1 This invitation for bids is open to bidders who has necessary bid capacity and who meet the following

requirements:

 A bidder shall not be under a declaration of ineligibility for corrupt or fraudulent practice.

 The bidders shall have a registration with State PWD, and/or CPWD for "E2" class and or equivalent. If

contractor is not registered with AMC in the relevant class, on award of contract he shall be required to

register himself with AMC within 3 month's time.

Bidders shall provide such evidence of their continued eligibility satisfactory to the Employer, as the Employer

shall reasonably request.Subject to Submition of Succsesful Submition as per Clause –II of R.&B.

4. Eligible Material, Equipment and Services

4.1 At the Employer's request, the bidder having offered the lowest evaluated financial bid may be required to

provide evidence of the origin of materials, equipment, and services to the satisfaction of the Employer.

4.2 For purposes of Sub Clause 4.1, "origin" means the place where the materials are mined, grown, produced or

manufactured; similarly for equipments and from where the services are provided.

5. Qualification of the Bidder

To be qualified for award of Contract, bidders shall:

a) Submit a written power of attorney authorizing the signatory of the bid to commit the bidder; and

General information

All individual firms must complete the information in this form. Nationality information shall be provided for all

owner(s) or applicant(s) that are partnership or individually owned firms.

1 Name of firm:

2 Head office address With Contact no.:

3 Local office address (if any) With Contact no.:

4 Telephone/ Contact With name :

5 E-mail address:

6 Place of incorporation/registration:

7 Year of incorporation/registration:

 Additional information regarding litigation, debarment, arbitration, etc.

 Affidavit.

Authorised Signeture Bidder

5.3 Disqualification

Even though the Bidders may meet the above criteria, they are subject to be disqualified for any of the following

a) Misleading or false representation in the forms, statements and attachments submitted and included in

b) Record of poor performance such as abandoning the work, rescinding of contract for which the reasons are

attributable to the non-performance of the contractor, consistent history of litigation awarded against the

applicant or financial failure due to bankruptcy.

c) Has been identified by the Employer as poor performer in implementation of ongoing AMC works.

d) The bidder fill (tender) in percentage rate above or below and total amount (both in figures and words) only in

d) The bidder fill (tender) in percentage rate above or below and total amount (both in figures and words) only in

E-Tender (Online) Not to fill in hard copy of Tender documents

5.4 Debarment/Black listing

Notwithstanding the above, the Employer may debar or blacklist any of the bidder(s) for their misleading or false

representations in the forms statements etc. for the period to be decided by the Employer.

6. One Bid per Bidder

6.1 Each bidder shall submit only one bid per contract package either by himself or as a partner in a joint venture.

A bidder who submits or participates in more than one bid for a contract package will be disqualified.

7. Bidding Documents

The bidder is expected to examine carefully the contents of all the above bid documents. Failures to comply with

the requirements of bid documents will be at the bidder's own risk. Pursuant to Clause 16, bids which are not

substantially responsive to the requirements of the bidding documents will be rejected.

8. Language of Bid

The bid, and all correspondence and documents related to the bid exchanged between the bidder and the

Employer shall be written in the English language. Supporting documents and printed literature furnished by the

bidder may be in another language provided they are accompanied by an accurate translation of the relevant

passages in the English language, in which case, for purposes of interpretation of the bid, the English translation

shall prevail.

9. Bid Prices

9.1. Unless stated otherwise in the bidding documents, the Contract shall be for the whole works as described in

bidding documents, based on the percentage rate amount in the Bill of Quantities submitted online by the

9.2. The bidder shall fill (tender) in percentage rate above or below and total amount (both in figures and

9.2. The bidder shall fill (tender) in percentage rate above or below and total amount (both in figures and

words) for overall items of the Works provided in the Bill of Quantities

10. Bid Validity

10.1 Bids shall remain valid as per Instruction to Bidders (ITB) after that deadline date for bid submission

specified in Clause. The Employer as non-responsive shall reject a bid valid for a shorter period.

10.2 In exceptional circumstances, prior to expiry of the original bid validity period, the Employer may request

the bidders to extend the period of validity for a specified additional period. The request and the responses

thereto shall be made in writing or by fax. A bidder may refuse the request without forfeiting his bidder

agreeing to the request will not be required or permitted to modify his bid but will be required to extend the

validity of his Bid Security for the period of the extension, and in compliance with Clause 2 ( Financial

Terms & Conditions) in all respects.

11. Format and Signing of Bid

11.1 The bidder shall prepare two copies of the documents comprising the bid as described in Instructions to

11.2 The bid shall be typed or written in indelible ink and shall be signed by a person or persons duly authorized

to sign on behalf of the bidder.

11.3 The bid shall contain no alterations, omissions or additions, except those to comply with instructions issued

by the Employer, or as necessary to correct errors made by the bidder, in which case the person or persons

signing the bid shall initial all such corrections.

11.4 All witnesses and sureties shall be persons of status and probity and their full names,

Occupations and addresses shall be printed below their signatures.

12. Deadline for Submission of Bids

Bids must be received by the Employer at the address specified above not later than the time and date specified in

13. Late Bids

Any bid received by the Employer after the deadline for submission of bids will be returned unopened to the

14. Signing of Agreement

At the same time that the Employer notifies the successful bidder that his bid has been accepted, the Employer

will direct him to submit the Performance Security and attend the Employer's office on a date determined by the

Employer for signing the Form of Agreement.

work within the given time schedule.

16. The onus of providing, all necessary company / project related information, in appropriate manner and

medium, so as to demonstrate the competency of the bidder and to allow proper evaluation, will rest entirely on

the Bidder.

17. All clause shall be operative from the date of issue of work order and up to the expiry of original and

extended time limit.

18. Legal Condition:-

 Corrupt or Fraudulent Practices

The Employer will reject a proposal for award if he determines that the Bidder recommended for award has

engaged in corrupt or fraudulent practices in competing for the contract in question. The Employer will

declare the firm ineligible, either indefinitely or for a stated period of time, to be awarded a contract by

AHMEDABAD MUNICIPAL CORPORATION if it at any time determines that the firm has engaged in

corrupt or fraudulent practices in competing for the contract, or during execution.

 “corrupt practice” means behavior on the part of officials in the public or private sectors by which they

improperly and unlawfully enrich themselves and/or those close to them, or induce others to do so, by

misusing the position in which they are placed, and it includes the offering, giving, receiving, or soliciting

of anything of value to influence the action of any such official in the procurement process or in contract

execution; and

 “fraudulent practice” means a misrepresentation of facts in order to influence a Procurement process or

the execution of a contract to the detriment of the Borrower, and includes collusive practice among

bidders (prior to or after bid submission) designed to establish bid prices at artificial non-competitive

levels and to deprive the Borrower of the benefits of free and open competition.

 Municipal Commissioner reserves the rights to reduce/increase the scope of work and contract without

assigning any reason thereof.

 If Ahmedabad Municipal Corporation is convinced that the Bidder has resorted to material misrepresentation

or provided fraudulent information / statement, the said Bidder will be liable for disqualification / rejection at

any stage.

 Proof for fulfillment of eligibility criteria should be submitted along with Tender volume. If the Tender

volume is submitted without valid documents and without proof of eligibility criteria it will be rejected.

 Those who do not meet with the eligibility criteria need not submit the Tender document.

 Tenders, which do not fulfill all or any of condition or are submitted incomplete in any respect or are

conditional tenders, will be rejected.

 Contractor shall be responsible to obey all Labour Laws, Environmental and Safety Laws.(the existing laws

as well as framed from time to time). Any penalties laid due to violation of such laws shall be directly

deducted from the contractor's outstanding.

19. Administrative Conditions:-

 Safety and Signage

Contractor has to arrange for the complete safety of the persons working for project, users of the road i.e.

public and vehicles also. All the arrangements of traffic drums, metal / fiber cones, traffic blinkers, traffic

signs as per design, safety tapes etc. to be arranged at site. Necessary florescent marking on traffic signs to be

provided so that it should be visible at night. During night working hours safety in charge personnel shall be

provided with florescent jackets. This shall be Provided at no extra cost by the bidder under attaché with

specified in the tender documents under payable iteme.

 Liaison with local authority for electrical connections for the AMC

The contractor is responsible for liaison with local authority for change in supply connection or new

connection on behalf of AMC. It includes filling the necessary application to power Supply Company, follow

up and getting the supply, filling the necessary test reports to the power supply company. All official fees

including security deposits and other expenses shall be of initially paid by the contractor. AMC may support

to get the temporary connection and may at its diseretien get the same converted to permanent

connection at the same of AMC if desired do,and contractor shall as no extra cost support the same. In

this case AMC my be as the remaining cost subject to approval.

20 :- CONTINGENT FEE:

 The Contractor warrants that he has not employed any person to solicit or secure the contract upon any

agreement for a commission, percentage, brokerage or contingent fee. Breach of this warranty shall give

the Municipal Commissioner the right to cancel the contract or to take any other measure as the

Municipal Commissioner may deem fit. The warranty does not apply to commissions payable by the

contractor to establish commercial or selling agent for the purpose of securing business.

 No officer, employer of the Municipal Corporation be admitted to any share or part of this contract or to

any benefit that may rise there from.

21:- OVERPAYMENT AND UNDERPAYMENT:

Whenever any claim fourths payment of a sum to the Municipal Corporation arises out of or under this

Contract against the contractor the same may be deducted by the Municipal Corporation from any sum then

due or which at any time thereafter may become due to the contractor under this contract and failing that

under any other contract with the Municipal Corporation or from any sum due to the contractor with the

Municipal Corporation (which may be available with Municipal Corporation), or from his retention money,

or he shall pay the claim on demand. The Municipal Corporation reserves the right to carry out post payment

audit and technical examination of the final bill including all supporting vouchers, abstracts, etc.

The Municipal Corporation further reserves the right to enforce recovery of any over payment when

detected not withstanding the fact that the amount of the final bill may be included by the Contractor.

If as a result of such audit and technical examination any over payment is discovered in respect of any work

done by the Contractor or alleged to have been done by him under the contract, it shall be recovered by the

Municipal Corporation from the contractor by way of all the means prescribed above or if any under

payment is discovered by the Municipal Corporation, any amount due to the contractor under this contract or

under payment may be adjusted against any amount then due or which may at any time thereafter become

due before payment is made to the contractor from him to the Municipal Corporation on any other contract

account whatsoever.

If, at any time, there should be evidence of any lien or claim for which owner might have become liable and

which is chargeable to the contractor, the owner shall have the right to retain out of any payment then due

or thereafter to become due an amount sufficient to completely indemnify the owner against such lien or

claim or if such lien or claim be valid the owner may be or become due and payable to the contractor. If any

lien or claims remaining, unsettled after all payments are made, the contractor shall refund or pay to the

owner all money that the latter may be compelled to pay in discharging such lien or claim including all

cost and reasonable expenses.

 Contractor shall not sub-let the work without permission of the authority.

 Joint venture and subcontracting shall not be allowed under this tender

Addendum or corrigendum conveying any change or correction in respect of the work shall form the part of the

contract documents. The full consideration shall be given to such addendum or corrigendum before submission of

tender duly filled in by the contractor. Therefore, the contractors shall have to kindly refer the tender for such

addendum or corrigendum published by AMC through its website www.amc.nprocure.com &

www.nprocure.com 48 hours prior to the deadline of submission of the tender. Tenderers shall verify the number

of addendum issued and enclose the same with the tender documents , failing which the tenders shall be liable for

rejection and no any complaint in respect to this shall be entertained under any circumstances.

Seal and Signature of the Bidder Add. City Engineer

Date: (West Zone)

AHMEDABAD MUNICIPAL CORPORATION

TERMS & CONDITION

( C ) FINACIAL CONDITION

1. Cost and Currencies of Bidding

The bidder shall bear all costs associated with the preparation and submission of his bid and the Employer will

in no case be responsible or liable for those costs.

Currencies of Bid and Payment

 The rates and the prices shall be quoted by the bidder entirely in Indian Rupees

 All payments including advances, if any, shall be made in Indian Rupees.

2. Earnest Money Deposit :-

2.1 Bank guarantees (and other instruments having fixed validity) issued as surety for the bid shall be valid for

days beyond the validity of the bid.

2.2 The EMD of the unsuccessful bidders, except for L1,L2 and L3 bidders, will be returned as promptly as

Early as possible as but not later than 28 days after the expiration of the period of bid validity.

2.3 The EMD of the successful bidder, along with second and third lowest tenders, will be returned when the

bidder has furnished the required performance security and signed the agreement.

2.4 Earnest Money Deposit may be forfeited

a) if the bidder withdraws his bid during the period of bid validity;

b) in the case of a successful bidder, if the bidder fails within the specified time limit to

i) Furnish the required Performance Security or

ii) Sign the Agreement.

3. (A) Security Deposit :-

Within 15 (fifteen) Working days of the date of receipt of the Letter of Intent (LOI) the successful bidder

shall deliver to the Employer, a Initial Security Deposit Shall be submitted as per C.E. Circular.in the

form of a Bank Guarantee/ DD/Locle MICR cheque for an amount equivalent to 5% (five percent) of the

Contract Price .

Failure of the same shall make the contractor liable for any penalty as decided by AMC. At present a policy is

framed by Audit department of AMC to charge 4% interest for the balance period and discontinuity period.

The Security Deposit to be provided by the successful bidder in the form of a bank guarantee as per format

shall be issued as per Memorendum of work.

(E) Retention :-

a). Retention @ 2% of the value of work done will be deducted from each RA bill. It will be released along

with release of payment of Final Bill.

4. Approved Bank: - As per Annexer -I

5. No advance for machinery or materials will be given.

6. Mobilization advance will not be given.

7. Quantities in B.O.Q. may vary up to any extent and contractor shall not claim any extra rate for the same.

8. Penalty: - 10 percent of the balance work on Date of Completion Date or extended time limit. & As per

9. Tax, Duties on Materials

All charge on account of Octroi ,excise duties, terminal tax, sales tax. Service tax, VAT (exculding GST) etc.

on material procurement or any other component for the works from any source shall be borne by the

contractors.

Special Clause:

As per construction works welfare cess Act – 1996 non-refundable one percent of tender amount shall be

deducted against works welfare cess.

Seal and Signature of the Bidder Add. City Engineer

Date: (West Zone)

General terms & conditions

1. Tenderer should be registered in PWD/ in Govt. R&B /CPWD / AMC or equivalent registration with any other

state Govt. or institutions. Copy of registration should be attached with tender document. Tenderer who was not

registred in AMC must be get registred in panel of approved AMC contractor.

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

correction slips made up to 15-08-1999 may be referred. (only English version) Clause No. -2 liquidated damages

for delay shall be overrule by A.M.C.’s M.C.circular no.- 9 dt. 18/05/2012.

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

Engineering in charge.

4. 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.

5. 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.

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

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.

7. Definite particulars covered in the items of work, though not mentioned or elucidate in its specifications shall be

deemed to be included therein.

8. 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.

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

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

them in the work.

11. 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.

12. All work shall be carried out in a manner as per standard engineering practice.

13. 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. All excavated trench shall be kept covered with

barricade and caution tap.

14. 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.

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

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

16. 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.

17. 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.

18. Contractor shall have to execute extra item if required or as per need of AMC.

19. 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.

20. 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.

21. For Tender amounting below 10 lakh LOI shall be issues within 3 days after received of sanctioned tender and

resolution.Within 10 days contractor has to submit SD and after reciveing SD Work order shall be issue to

contractor and the time limit shall be start from the date of issue of the written work order to the contractor.

For Tender amounting above 10 lakh LOI shall be issues within 3 days after received of sanctioned tender

and resolution .Within 15 days contractor has to submit SD and after reciveing SD work order shall be issue to

contractor and the time limit shall be start from the date of issue of the written work order to the contractor.

Security Deposit of 5% of sanctioned tender amount shall be deposited by pay order / demand draft / cheque

or Bank Guarntee of nationalized bank/scheduled bank only. Contractor shall have to sign contract paper with

AMC. The contractor shall be fined 4% of interest per year for delay in submission of S.D and shall be deducted

from contractor’s bill.

22. In case of any ambiguity in specifications mentioned in this tender, the interpretation given by M.C. Or His

Designeted Officer will be final and binding to the Contractor.

23. 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.

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

25. All prevailing taxes/duties chargeable by State Govt./Central Govt. and the Municipal Corporation. will be

payable by the contractor.

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

27. Contractor is requested to see the site physically before tendering. He is also requested to quote the rates keeping

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

28. 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.

29. 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 Authorities.

In case there is any delay in supply of power site of any interruption or fault in the power during the work. No

compensation shall be paid for idle labor staff, machineries and for use of diesel operating sets etc. as the case

30. 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.

31. No advance such as secured advance machinery advance, mobilization advance or materials advance will be

32. 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.

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

34. 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

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

increases/ decreases.

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

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

36. 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.

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

38. The contractor shall have to execute the contract agreement after received work order.

Even though in special case, If work is not started because of monsoon or any other special reason (like

site is not available and due to unavoidable circumstances arise), after evaluation of situation the actual date of

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

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

40. The R.A bill / final bill payment shall be made as per the latest A.M.C policy / circular for the work done by the

contractor.

41. Conditional tenders will not be accepted.

Signature of contractor with seal Add City Engineer (W.Z.)

Date Ahmadabad Municipal Corporation

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5) ftuLx[tfxh vtmu ydtWlt ylwCJt ykdult «btKvºttule lfj xuLzh mt&u hsw fhe NfNu.

6) xuLzh Nh<tu ylu MvuNeVefuNl <&t CtJ vºtflt œhuf vtlt ylu rJd<tu vh ftuLx[tfxhu mne fhJe.

7) <btb mw^tht, AufAtf ylu Dwkxujt jFtK vh ftuLx[tfxhu xwkfe mne fhJe.

7: AufAtf xuLzh Chlthlu sKtJJtbtkk ytJu Au fu xuLzh œM<tJustult jFtKbtk ftuR AufAtf fu VhuVth fhJt œuJtNu lrn ylu ytJe ftuR

AufAtf fu VuhVth juJtNu lrn, <ultkk jFtKbtkk ftuR Cwwj ntug <tu <ult vh l Dwkx<t Ftuxt jFtK fu ytkkfzt vh Auftu bthelu <ult mtawk jFtK fu

ytkkfzt MvÐ Wfju <u he<u jFJt. «ðguf mw^tht vh xwkfe mne fhJe.

8 y: xuLzh hsw fh<tkk vnujt Ftm fhelu xuLzhbtk œNtoJuj mwaltytulwk vtjl fhJtbtkk ytÔgw lrn ntug <tu xuLzh ybtLg dKJtbkkt ytJNu <ule

ltuk^ juJt rJlk<e Au. J¤e yt Vtubolwk bwFv]ƒ ylu ftuLx[tfxhtult btdoœNol btxu mtbtLg rlgbtu ylu mwaltytu vK ft¤SvwJof JtkkaJt

rJlkk<e Au.

1) ftuRvK fthK œNtoÔgt rmJtg ftuRvK fu c^t xuLzhtu yMJefth fhJtltu nf yctr^< hnu Au.

8 c: Wvhle ctc<tu Wvhtkk< xuLzh leault mkkstudtubtkk <h< ybtLg XhJtlu vtºt &Nu.

1) xuLzh Chlth, rlg< ftb y&Jt ftb btxu bkswh fhuj y&Jt CtJ vºtflt ftuR ftuz y&Jt vîr< y&Jt rJd<tubtkk bwfuj Nh< y&Jt

mw^thtbtkk ftuR VuhVth mwaJ<t ntug.

2) xuLzhlwk ftuR vtlwk fu vtlt ftZe ltkkÏgwk/ltkkÏgt ntug fu cœÕgwk/cœÕgt ntug.

3) c^t mw^tht J^tht y&Jt atukxtzuje ftvjeytu Wvh xuLzh Chlthu xwkfe mne l fhe ntug.

4) xuLzhbtk <ubKu ftuR AufAtf fhe ntug, ylu

5) xuLzh Chlth y&Jt vuZele ctc<btkk œhuf Ctdeœth y&Jt <u ykkdulwk bwFðgthltbwk ^htJlth Ôgrf< mne l fhu y&Jt xuLzhbt <

htFJtbtkk ytJuje søgtbtkk mne/mneytu Wvh ftuR mtûteyu mtF fhe l ntug.

8 f: Nh<e xuLzh MJefthJtbtk ytJNu lne.

8 z: xuLzh MJefthJw , hœ fhJw, ftulu ytvJw ylu fgt CtJ&e ytvJw <u ykdu Bgwrl. frb§h©eltu rlKog ytFhe hnuNu. ftuR fthKmh st

ftuLx[tfxhlu ftb l ytve Nftg <tu <u ykkdu ftuLx[tfxh ftuRvK «fthltu lwfNtle fu J¤<hltu nff œtJtu fhe NfNu lrn fu ftgœtfeg ftgoJtne yt

ykkdu &R NfNu lrn. xuLzh bkswh &gtltu y&o ftb ytve s œuJtlwk Au <uJtu &R NfNu lrn.

9: rJmkkdr< ylu rnmtc stud:

nt& ^hJtlt ftbtule ctc< œNtoJ<t CtJ vºtf btklt sÚ&t ylu hfble ftuRvK Cwjawf leault rlgbtu ylwmth mhCh fhJtbtkk ytJNu.

1) xuLzh Chlthu œhlt Ftltbtkk sKtJuj Nçœtu ylu ytkkfzt Jåau ftuR ymkkdr<lt fumbtkk Nçœtubtkk sKtJuj hfb btLg htFJtbtkk ytJNu.

2) yufb œh ylu sÚ&tlt Ftuxt dwKtfthlt fthKu ftble ctc<tu œNtoJ<e CtJ vºtf lt Ftltbtkk&e hfbbtkk Cwj sKtg <tu yufb œh

btLg htFJtbkkt ytJNu ylu œhlt yt^thu dwKtfth mw^thJtbkkt ytJNu.

3) yufblt Ftltbtkk&e <ubs ytd¤ Fuka<t mhJt¤tle <btb Cwjtu mw^thJtbkkt ytJNu.

4) ctc<tu y&Jt mhJt¤t mtbu vwhu ytkkfzu fhuj ftuR vK ctc< ægtlbtkk juJtbtkk ytJNu lrn.

10y: ftbltu «tud{um mbg bgtoœt bwsc fhJtltu hnuNu.

xuLzhbtk ftuLx[t¾xh îtht Chujt CtJ <btb «fthlt su <u «J<o<t mhfthe xuût mrn<lt CtJ dKJtbtk ytJNu. ylu <ubtk atjw ftb

œhBgtl su ftuR VuhVth &Nu <ultu J^thtu awfJJtbtk ytJNu lrnk.

10c: mûtb m•tt îtht xuLzhle bkswheltu XhtJ vtzgt ctœ ( LOI) ytvJtbtk ytJNu ðgth ctœ rœl - 15 btk rm¾gtuhexe zevtuÍex sbt

fhtJJtle hnuNu. rm¾gtuhexe zevtuÍex btuze ChJtlt rfMmtbtk Bgwrl.ftuvtuohuNlbtk «J<obtl rlgb ylwmth ftgoJtne fhJtbtk ytJNu.

10f: bkswh &guj xuLzhle mbgbgtoœtbtk ftbdehe vqKo l &tg <tu mbgbgtoœt ctœlt FhuFh ctfe ftble hfblt 10% juFu (jefJezexe

zubuSm) vulÕxe Jmwj fhJtbtk ytJNu.

11 y: awfJKe

xuLzh Chlthu yu Jt< mbS juJtle hnuNu fu <uKu xtkkfujt œh vwhtk &gujt ftb btxult Au ylu <ubtk bswhe, vtjF, ÃjtLx, œuFhuF,mhJem-

ftbdehe, Jes¤e, htugÕxe ylu ytufx[tug Jduhu ykkNu <btb Faoltu <&t sYh sKtg <tu ylu ðgthu ht<vt¤elt ftblu juJt c^t J^thtlt

Faoltu mbtJuN &Nu ylu xtkkfujt CtJ fu œh fh<t J^thtle ftuR awfJKe ykkdult <ublt ftuR œtJt ægtlbtkk juJtNu lnekk ylu xuLzh Chlth

Ftuxe hswyt<lu fthKu y&Jt ftuR Ôgrf<yu(vAe<u ctkk^ftb rJCtdltu fboathe ntug fu l ntug)<ublu ytvuje btne<elu yt^thu vtA¤&e

ftuR œtJt hsw fhJt nfœth hnuNu lnekk. <ublw xuLzh ChJt <&t <ubtkk swœt swœt CtJ ylu œh ChJt btxu sYhe yuJe <btb btne<e vtu<tlt

vûtu l bu¤Je NfJtlu fthKu vtu<u xuLzh hsw fhJtlu je^u y&Jt <ubtkk&e WCt &<t ftuR stuFb fu sJtcœthebtkk&e Axfe NfNu lnekk. mœh

ftbbtk ftuR vK ò<lt ctk^ftblt bxehegj Wvh CtJ J^thtu ytvJtbtk ytJNu lrnk.

11 c: ftuLx[tfxhtulu vubuLx / hlekd cej Bgwrl. frb§h©elt su <u «J<obtl rlgb bwsc fhJtbt ytJNu.<&t Bgwrl. frb§h©e/mexe

Rsluh©e lt su <u JF<ltk mh¾gwjh «btKu ftbdehe/ybj fhJt ckDlf<ot hnuNu.

11 f: ftuLx[t¾xhlt œhuf hlekd cejbtk&e ftuLx[t¾xhlu awfJJtle &<e fwj hfb Wvh (xuLzh bwsclwk vubuLx +

yu¾x[t ytRxb) 2 % juFu hexulNl ble ftvJtbtk ytJNu su VtRlj cejbtk vh< ytvJtbtk ytJNu.

11 z: htsg / fuL÷ mhfth©elt JF<tuJF<lt ftgœt bwsc su ftuR hfble fvt< fhJtle &Nu <u bwsc ftuLx[[tfxhlt cejbtkk&e fvt< fhJtbt

12: yu)fhth mkkc^e œM<tJustu fhthlt ydðglt Ctd dKtNu ylu <u mD¤t mne<lt fhth mbd{ ftblu jtdw vzNu.

ce)xuLzhbtk œNtoJuj ftb mkkck^e œM<tJusbtkk œNtoJuj rJd<btkk rJmkkd<<tlt rfMmtbtk leau œNtoJuj ¢btlwmth

œM<tJusbtkk œNtoJuj rJd< d{tng htFJtbkkt ytJNu.

yu) yufb ylu fœ

1) z[turkRd

2) xuLzh Vtubolwk CtJvºtf

3) MvuNeVefuNl

z[tuRkdbtk fœ, ytfth, ytkkfzt fœta Ftuxt ntug <tu btvujtkk fœ, ytfthlu ylwmhJwk.

1) z[turkRd

2) xuLzh Vtubole ylwmwra-ce

3) MvuNeVefuNl

Cwj Chujt fu Ftuxt JKollt rfMmtbtkk yt mkkck^e Wvhefûttyu rJmkkd<<t ykdule ltuk^ bwfe

yuze.me.R/zu.Bgwrl.frb./Bgwrl.frb.le bkswhe bu¤JJtbtk ytJNu ylu <u bwsc fhJtbkt ytJuj rlKog ykkr<b dKJtbkkt ytJNu.

13 : xuLzhhu z[tuRkd fu MvuNeVefuNlbtkk hnuje ftuR ûtr< fu Ftbeltu duhjtC juJtle fturNN l fhJe ylu Rsluh Rl-atsuo Ãjtl <&t

MvuNeVefuNlle ûtr<ytu mw^thJe <&t <ulwk mtawk y&oDxl fhtJJwk.

14 : yt Wvhtk< y.Bgw. ftuvtuo. lt slhj ftuLx[tfx fLzeNl vK btLg htFJle hnuNu.

15 : yufe JF<u yuf fh<t J^w søgtytuyu ftb NY fhJtltu Jfo ytuzoh b¤u <tu ftb yuf mt&u s c^u NY fhJw vzNu.

16 :atjw ftbu mrJom jtRllu lwfNtl l &tg <u he<u ftb fhJtlw hnuNu. stu ftuR mrJom jtRllu lwfNtl &Nu <tu <ule mkvwKo sJtcœthe

(òlbtj) ftuLx[tfxhle vtu<tle hnuNu. mtRx Wvh ftb œhBgtl bswhtu fu sl<tlt ftuR btKmlt òlbtj lu lwfNtl &tg <ule

sJtcœthe ftuLx[tfxhle hnuNu.vtujem Vhegtœ &tg <tu <ule sJtcœthe vK ftuLxtfxhle hnuNu. CuFz Dme l vzu <ule sJtcœthe vK

vtujem Vhegtœbt ftuLx[tfxhle hnuNu.CuFz Dme l vzu <u btxu mjtb<elt vdjt (suJt fu œtuhzwk ctk^e bswh Ftztbtkk W<thJt, mtuhekkd ylu

Mx[[xekkd fhJt rJduhu) je^t Jdh bsqhlu Ftztbtkk W<thNu <tu ftuLx[[tfxh s vtujem Vhegtœbt sJtcœth hnuNu ylu Bgwrl.ftuvtuohuNlltu

ftuRvK MxtV ytlt btxu sJtcœth hnuNu lrn.ytxjwk mbSlu s xuLzh ChJwk. Bswhtultu rJbtu vK W<thJtu.

17 : ftuLx[tfxh îtht xuLzhbt œNtoJuj MveNeVefuNl bwsc MxtLzzo bxehegÕm MvuNeVefuNl bwsc jtJJtlt hnuNu.<&t sYh sKtg <tu xuMxek d

fhtJJtlwk hnuNu.<&t yt ykdu «Joðbtl Bgwrl.ftuvtuohuNlt rlgb bwsc bxehegÕm fu ceò xuMxed hevtuxo ftuLx[tfxhu vtu<tlt Fauo ftuvtuohuNl

sKtJu <u søgtyu fhtJJtlt hnuNu. bxehegÕm jtJJt fu jR sJtltu mkvwKo Fao ftuLx[tfxhu CtudJJtltu hnuNu.

18 : M&¤ vrhrM&r< / sYhegt< bwsc ftb fhtJ<t xuLzhlt ytRxblt sÚ&tbtk J^ ^x &tg <tu rlgb ylwmth <u ykdu ftb fhJt ftuLx[tfxh

ck^tgujt Au.

19: mtRx vh jtJJtbtk ytJuj btj mtbtl hesufx fhJtbt ytJu <tu <whk< rœl 1btk vh< jR sJtltu hnuNu.

yLg&t <ule lwfNtlle sJtcœthe ftuLx[tfxhle hnuNu.

20 :ftuLx[tfxhlu su ftuLx[tfx ytvJtbtk ytJu Au.<ubt mhfth©elt «Joðbtl rlgb bwsc ve.yuV/juch

yufx/vtujemlt ftgœtlw vtjl fhJtlwk hnuNu <&t yt ykdu Bgwrl.ftuvtuohuNl îtht su btne<e btkdJtbtk ytJu <u ytvJtle hnuNu.

21: ftuRvK ftgœtfeg jexeduNl ybœtJtœ Nnuhle ftuxobt hnuNu.

22: btj su <u Mxtumo Wvh y&Jt mtRx Wvh jtuftulu lz<h l &tg <u he<u mwalt bwsc W<thJtltu <ubs dtuXJJtltu hnuNu.

23: ftuR vK mhfthe fhJuht ChJtle <btb sJtcœthe ftuLx[tfxhle hnuNu.

24: yt xuLzhbtkk stu ftuR ytRxb hne dR ntug <tu <u y&tJ M&¤ M&e<e bwsc xuLzhbtk mbtJuN l ntug <uJe J^thtle ftbdehe fhJtle &tg

<uJt rfMmbtk Bgwrl.ftuvtuohuNlt «Joðbtl rlgb ylwmth J^thtle ytRxblt CtJ lffe fhJtbtk ytJNu ylu <u bwsc awkfJKe fhJtbtk

25: atjw ftb œhBgtl «tuxufNlle mkvwKo sJtcœthe ftuLx[[tfxhle hnuNu. subtkk vevzt,œtuhzt, Cgmwaf ctuzo,ÃjtMxef vxe,rJ. ftuLx[tfxhu

jtJJtlwk ylu mtaJJtlwwk hnuNu. ylu ftuRvK yfMbt< &Nu <tu <ule mkkvwKo sJtcœthe ftuLx[tfxhle hnuNu.

26: M&¤ Wvh atjw ftbdehe œhBgtl ftb fhlth ftuLx[tfxhlt bswh / fboathe y&Jt yLg Ôgrf<lt yfMbt<lt rfMmbtk juch yufx bwsc

fhJtle &<e ftgoJtne <&t vtujem ftgoJtnele sJtcœthe ftuLx[tfxhle hnuNu.

27: stu MxtV mqalt ytvu <u bwsc mwalt vtu&e ftuLx[tfxhu htFJtle hnuNu. <ubt œhhtus fhuj ftbdehe <&t yr^ftheytuyu ftb mw^thJt fu

vtu{d{um J^thJtlt ltuk^ fhuj ntug <tu <ulwk ftuBÃjtgLm ytvJtlwk hnuNu ytJe ltu^lt sJtc l &gu fu <u «btKu M&¤ Wvh ybj l &gu

ftuLx[tfxhlu vulÕxe fhJtle mððtt yuze.mexe yuLSlehgh©elu hnuNu.

28: œhuf ytRxblt MvuNeVefuNl ybœtJtœ Bgwrlrmvj ftuvtuohuNlltk bkswh &guj <&t btLg htFuj MvuNeVefuNl Nh<tu bwsc hnuNu su

ytRxbbtk MvuNeVefuNl l ntug <uJt mkstudtubtk yuze. mexe.yuLSlegh©eltu rlKog ytFhe hnuNu. Jtuxhekd fhJtbtk lrn ytJu fu œhhtus

J^thtltu zucheÍ WvtzJtbtk lrn ytJu <tu ftuLx[tfxhlt Fauo ylu sutFbu Jdh ltuxemu Jtuxhekd fhtJJtbtk <&t zucheÍ WvtzJtbtk ytJNu

ylu cejbtkk&e hfb ftve juJtbtk ytJNu.

29: juch JuÕVuh Vkkz btxu ntjbtkk htsg mhfth©eyu fhuj nwfb bwsc 1%(yuf xft) hfb cejbtk&e ftve juJtbt ytJNu.

30: su ftbtubtk atubtmtlt mbgdt¤tlu ctœ ytvJtle Nh<tultu WÕjuF ntug ðgtk atubtmtltu vehegz <t.15 swl &e 30 mÃxuBch Mþ^eltu

dKJtbtk ytJNu. yt mbg œhBgtl ftuLx[tfxh îtht ftbdehe fhe Nftg <ub l ntug <tu <u mbgdt¤tu ctœ fhe ftble mbgbgtoœt dKJtbtk

ytJNu <&t sYhegt< Bþscle xtEb jebex J^the vK ytvJtbtk ytJNu.

31: ftuLx[tfxhu «J<obtl ybœtJtœ Bgw. ftuvtuohuNl lt JF<tuJF< lt mhfgwjh bwsc ve yuV,Jux <&t ylu muÕm xuût lu jd<t vwhtJt vubuLx

fh<e JF<u sYh vzu&e hsw fhJtlt hnuNu.

yufhthlwk Vtubo

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

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

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

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

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

btuctEj lkch mt&u (vrùb Ítul)

AHMEDABAD MUNICIPAL CORPORATION

ENGGNIERING DEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be 12 months after the order to start the works. Progress of work should be in

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

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

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

site. This account shall be regularly maintained and kept open for inspection by Municipal Staff. Watering of all

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

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

be made by the contractor.

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

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

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

overlooked items the decision of the Dy. City Engineer shall be final. The contractor shall have to give site clean

of all rubbish during the work and at the time of completion of work and hand over the site with final finishing of

the work as directed. All the rejected materials shall be removed from site within 24 hours by contractor at this

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

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

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

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

required for the work.

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

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

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

regarding rate.

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

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

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

in site and design is entertained.

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

prepare the measures boxes according to this measure.

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

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

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

work and that the tenderer shall not be allowed to withdraw on modify the offer on his own during the period. If

any tenderer withdraw or makes any modifications or addition in the terms and conditions of his tender not

acceptable to the Municipal Corporation the Municipal Corporation shall without prejudice to any right or

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

If work is not started within specified time limit the penalty as per rule & tender condition 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 demand

iv) Condition of Form - B1 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.

CONTRACTOR'SSIGNATURE ADD.CITY ENGINEER

& STAMP (West Zone)

Mobile No.:-

TECHNICAL SPECIFICATIONS

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

TECHNICAL SPECIFICATIONS ITEMS REQUIRED DURING EXECUTION OF DRAINAGE LINE WORK

Item No.

Excavation for foundation upto 1.5 M and 1.5 m to 3.0 m depth including sorting out and stacking useful

materials disposing of the excavated stuff upto 50 meter lead in loose or soft soil.

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

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 50 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 will be

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 :

ground in layer including ramming and watering etc.

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

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

Mode of measurement and payment :

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.

Providing and laying cement concrete1:5:10 (1-Cement: 5-coarses sand and:10-hand broken

stone aggregates 40mm nominal size) and curing complete excluding cost of formworkin (A)

Foundation and Plinth (upto 10 ton)

Mode of Measurement shall be on cubic meter basis.

Item no.

Providing and laying cement concrete work 1:2:4 ((1-Cement:2- coarse sand:4-graded aggregates 20mm nominal

size) curing complete excluding cost of formwork and reinforcement.

Mode of Measurement shall be on cubic meter basis.

Item no.

Filling available excavated earth in trenches, plinth, sides of foundation etc. incl. watering and ramming :

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.

Filling in plinth with sand underfloors including watering ramming, consolidating and dressing etc.

Mode of Measurement shall be on cubic meter basis.

Item No.6 :

Brick work using common burnt clay building bricks having crushing strength not less than 35kg./Sq.Cm.in

foundation and plinth in Cement Mortar1:6 (1- Cement :6 - fine sand) (B) Conventional (upto 10 ton)

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.

Workmanship:

Proportion:

The proportion of the cement mortar shall be 1:6 (1 cement : 5 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 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 done.

The face of brick shall be cleaned the very day on which the brick work is laid and all mortar dropping removed.

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:

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:

Ends of joints, beams, posts, girders, rafters, purlins, trusses, corbel steps etc. where cross sectional area does not

exceed 500 Sq. cm.

Opening not exceeding 1000 Sq. cm.

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.

Drainage holes, and recesses for cement concrete blocks to embed hold fasts for doors, windows etc.

Iron fixtures, pipes up to 300 mm dia hold fasts and doors and windows built into masonry and pipes etc. for

concealed wiring.

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.6 b

Extra for brickwork 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.

Workmanship:

Proportion:

The proportion of the cement mortar shall be 1:6 (1 cement : 5 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

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

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 done.

The face of brick shall be cleaned the very day on which the brick work is laid and all mortar dropping removed.

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:

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:

Ends of joints, beams, posts, girders, rafters, purlins, trusses, corbel steps etc. where cross sectional area does not exceed

Opening not exceeding 1000 Sq. cm.

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.

Drainage holes, and recesses for cement concrete blocks to embed hold fasts for doors, windows etc.

Iron fixtures, pipes up to 300 mm dia hold fasts and doors and windows built into masonry and pipes etc. for concealed

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.

Half brick masonry in common brunt clay building bricks having crushing strength not less than 35 Kg/Sq.Cm. in

Cement mortar 1:5 ( 1-Cement : 5 coarse sand ) in foundation and Plinth

conventional brickwork (up to 10 ton)

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

Item no.8,9

Providing form work of 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.

and removal of the same for in site reinforced concrete and plain concrete work in foundations, footing, bases of

columns, and mass concrete. ( up a to h)

Materials:

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.

Workmanship:

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

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.

Centering:

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.

Scaffolding:

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

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.

Rate shall be paid in Sq.m

Item no.10 .Providing TMT Bar FE 415 reinforcement for R.C.C. work including bending, binding and placing in

position complete up to floor two level (up to 10 ton)

Scope of work:

The scope of work consists of providing and laying mild steel reinforcement and TMT CRS Fe-500

reinforcement for RCC works of various components of the structure. This may be Tisco or any other approved

manufacturer branch and corrosion resistant steel bars approved by the Engineer Incharge. This includes cuttings,

bending, binding, placing, with all equipments and labour required for the work as directed by the City Engineer,

Ahmedabad and all operations covered within the intent and purpose of the specification.

Being of Reinforcement

Reinforcing steel shall conform accurately to the dimensions shown on relevant drawings and conforming to the

relevant IS codes (latest revision).

Bars shall be bent cold to the specified shape and dimensions or as directed by the City Engineer, AMC, Ahmedabad

using a proper bar bender, operated by hand or power to attain proper radii of bends.

Bars shall not be bent or straightened in a manner that will cause injury to the material.

Bars bent during transport or handling shall be straightened before being used on work; they shall not be heated to

facilitate bending.

The bending of the TMT bars shall be carried out as per the following:

Placing of Reinforcement:

All reinforcing bars shall be accurately placed in the exact position shown on the drawings, and shall be securely

held in position during placing of concrete by annealed binding wire not less than 1 mm in size and conforming to

IS:280 and by using stays blocks or metal chairs, spacer, metal hangers, supporting wires or other approved devices

at sufficiently close intervals. Bars will not be allowed to sag between supports nor displaced during concreting or

any other operation over the work. All devices used for positioning shall be of non-corrodible material. Wooden

and metal supports will not extend to the surface of concrete, except where shown on the drawings, placing bars on

layers of freshly laid concrete as the work progresses for adjusting bar spacing will not be allowed. Pieces of

broken stone, brick or wooden blocks shall not be used. Layers of bars shall be separated by spacer bars, precast

mortar blocks or other approved devices.

Reinforcement after being placed in position shall be maintained in a clean condition until completely

embedded in concrete. Special care shall be exercised to prevent any displacement of reinforcement in

concrete already placed.

To protect reinforcement from corrosion, concrete cover shall be provided as indicated on the drawings. All

bars protruding from concrete to which other bars are to be spliced and which are likely to be exposed for an

indefinite period shall be protected by a thick coat of neat cement grout.

In the case of columns and walls, vertical bars shall be kept in normal position with timber templates having slots

accurately cut in for bar position. Such templates shall be removed after the concreting has progressed upto a

level just below them.

Bars crossing each other, where required, shall be secured by binding wire (annealed) of size not less than

mm and conforming to IS;280 in such a manner that they do not slip over each other at the time of fixing and

concreting. As far as possible, bars of full length shall be used. In case this is not possible, overlapping of bars

shall be done as directed by the City Engineer, AMC, Ahmedabad. When practicable, overlapping bars shall

not touch each other, but be kept apart by 25 mm or 1 ¼ times the maximum size of the coarse aggregates

whichever is greater, by concrete between them. Where this is not feasible, overlapping bars shall be bound

with annealed steel wire, not less than [1 mm thickness twisted tight in eight shape around the lapped bars.

The overlaps shall be staggered for different bars and located at fixed locations only along the span where

neither shear nor being moment is maximum.

Welding of Bars

Welding of TMT bars can be permitted if specified on the drawings, joints of reinforcement bars shall be butt

welded so as to transit their full strength. Welded joints shall preferably be located at points where steel will

not be subject to more than 75 percent of the maximum permissible stresses and welds so staggered that at

any one section, not more than 33 per cent of the rods are welded. No –pre-warning or post heat treatment is

necessary. Interpass temperature should be limited to 200º C with low heat input and equivalent strength low

hydrogen type electrode. Suitable means shall be provided for holding the bars securely in position during

welding. It must be ensured that no voids are left in welding and when welding is done in 2 or 3 stages,

previous surface shall be cleaned property. Ends of the bars shall be cleaned of all loose scale, rust, grease,

paint and other foreign matter before welding. Only competent welders shall be employed on the work.

Welded pieces of reinforcement shall be tested. Specimens shall be taken from the actual site and their

number and frequency of tests shall be as directed by the City Engineer, AMC, Ahmedabad.

The TMT bars shall be tested for any or all of the following tests as directed by the Engineer Incharge

Alternate immersion test

Salt spray test

Atmospheric exposure test

Sulphur dioxide test

Potentio dynamic test

The Quantity Shall be Measured in Unit Kg.

ITEM NO –

Providing and laying polished Kota stone slab flooring over 20 mm (Average) thick base of cement mortar 1:6 (1-

cement:6-coarses and) or L.M.1.1.5 laid over and jointed with grey cement slurry including rubbing and polishing

etc.complete. (B) 30 mm thick (upto 10 ton)

Materials :

Water shall conform to M-1. Lime mortar shall conform to M-10. Cement mortar shall conform to M-11. Marble stone slab

20 mm. thick.

Workmanship :

Dressing of slab : Every stone shall be cur to required size and fine chisel dressed to give a smooth and even surface on all

sides to the full depth. A straight edge laid along the sides of the stone shall be fully in contact with it. Chisel dressing shall

also be done on top surface to remove any waviness. The sides and top surface to granite slabs shall be machine polished

and molding etc. complete before using. All angles and edges of slabs shall be true square and free form chippings.

The thickness of stone shall be 18 mm. The allowable tolerance shall be 1 mm. allowable. The tolerance shall be 15 mm. in

length and breath.

Bedding : Bedding of granite slabs shall be lime mortar 1:1.5 (1 Lime putty : 1.5 coarse sand) or cement mortar 1:6 (1

cement : 6 coarse sand) of average thickness 20 mm. thick as given in description of item. Minimum thickness at any place

shall not be less than 10 mm.

Laying : The surface of sub grade shall be cleared wetted and mopped. Mortar of specified mix and thickness shall then be

spread on an are sufficient to receive one granite slab, The slab shall be washed clean before laying. It shall be laid on top

pressed and tapped gently to bring it in level with other slabs. It shall then be lifted and laid a side. The 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 it over this surface cement slurry of honey like consistency at 4.4 Kg. Of cement per sq. metre. The edges of slabs

already paved shall be buttered with grey cement. The slab shall then be gently placed in position and tapped with wooden

mallet till it is properly bedded in level with and close to the adjoining slab. The joints shall be as fine as possible : Surplus

cement on the surface of the slabs shall be removed. The slab fixed in the floor adjoining the walls shall enter not less

mm. under the plaster skirting or dado. The junction between the walls and floors shall be finished neatly. The finished

surface shall be true to level and slopes as directed.

Curing : The floor shall be cured for minimum period of seven days.

Mode measurements & payment :

marble stone flooring with various kinds of marble shall measured in sq. metre. The length and breadth shall be measured

between the finished face of skirting or dado or wall plaster. No deduction shall be made not extra shall be paid for any

openings in the floor or area upto 0.05 sq. mt. Nothing extra shall be paid for laying stone at different levels in the same

room. Treads and steps of stairs paved with granite stone slabs shall also be measured under flooring.

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

ITEM NO-13,14

Providing and laying white glazed tiles 6 mm thick in flooring treads of steps and landing laid on a bed of 12 mm

thick cement mortar 1:3 (1- cement:3-coarses and) finishing with flush pointing in white cement. (upto 10 ton)

Workmanship : The work shall be carried out for skirting as dedo. Before fixing glazed 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.

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

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.

Curing : Curing shall be done for 7 days continuously.

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 tilesThe 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.

Fixing tiles :

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.

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

Cleaning :

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.

Mode of measurement & payment

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.

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

Item No. 15 :

Providing and laying Vitrified tiles 8 to 10 mm thick, 24''x24'' in skrting risers of steps and dedo on 10 mm thick

cement plaster 1:3 (1-cement: 3-coarse sand) and jointed with white cement slurry (upto 10 ton)

Providing and laying Vitrified tiles 8 to 10 mm thick, 24''x24'' in skrting risers of steps and dedo on 10 mm thick

cement plaster 1:3 (1-cement: 3-coarse sand) and jointed with white cement slurry (upto 10 ton)

Mode of measurements & payment : The rate shall be for a unit of one Sq. mete

Item no.16 Providing and laying polished granite stone slab18 mm thick in risers of steps, dedo and pllars laid

on10 mm thick cemen tmortar 1:3 (1 cement:3 coarse sand) and jointed with gray cement slurry including rubbing

& polishing etc. complete

Mode of measurements & payment : The rate shall be for a unit of one Sq. mete

ITEM NO-17

Providing 15 mm thick cement plaster in single coat on Rough (Similar) side of single or half brick walls for interior

plastering up to floor two level and finished even and smooth in (i) Cement mortar 1:3 (1-cement :3-sand)

Mode of payment shall be in Sqm

ITEM NO-18

Providing 20mm thick sand faced cement plaster on walls upto height 10 metres above ground level consisting of

12mm thick backing coat of C.M. 1:3 (1-cement : 3-sand) and 8mm thick finishing coat of C.M. 1:1 (1-cement : 1-

sand) etc. complete.

The specification is as per above Item except thickness of the plaster is 20 mm sand faced and 12 mm th. Backing coat in C.M.

(1:3) and 8 mm thick finishing coat no machine paster will be allowed for spray od sand for plastering etc comp as directed by Engg i

Mode of measurements & payment : The rate shall be for a unit of one Square Meter.

Materials :

Water M-1. The Cement mortar of proportion 1:3 shall conform to M-13.

Workmanship :

Scaffolding : Wooden ballies, bamboos, planks, treatles and other scaffolding shall be sound. These shall be properly examin

before erection and use Stage scaffolding shall be provided for ceiling plaster, which shall be independent of the walls.

Preparation of back-ground :

The surface shall be cleaned of all dust, loose mortar droppings, traces of algae, afflorescence and other foreign matter by wa

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

concrete surface, if a chemical retarder has been applied to the form work, the surface shall be roughened by wire brushi

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

surface. Trimming of projections on brick/concrete surface where necessary shall be carried out to get an even surface.

Raking of joints in case of masonry where necessary shall be allowed to dry out for sufficient period before carrying out t

plaster work.

The work shall not be soaked but only damped evenly before applying the plaster. If the surface becomes dry such area shall

moistened again.

For external plaster, the plastering operation shall be started from top floor and carried downwards. For internal plaster, t

plastering operations may be started wherever the building frame and cladding work are ready and the temporary supporti

ceiling resting on the wall of the floor have been removed, Ceiling plaster shall be completed before starting plaster to walls

Applications of Plaster :

The plaster about 15 x 15 cms. Shall be first applied horizontally and vertically at not more than 2 metre intervals over the ent

surface to serve as gauge. The surfaces of these gauges shall be truly inplane of the finished plastered surface. The mor

shall then be applied in uniform surface slightly more than the specified thickness, then brought to a true surface by working

wooden straight edge reaching across the gauges with small upward and sideways movement at a time. Finally, the surfa

shall be finished off true with a trowel or wooden float according as a smooth or a sandy granular texture is require

Excessive trowelling or overworking the float shall be avoided. All corners, arrises, angles and junctions be truly vertical

horizontal as the case may be and shall be carefully finished. Rounding or chamfering corners, arrises junctions etc. shall

carried out with proper templates to the size required.

Cement plaster shall be used within half an hour after addition of water. Any mortar or plaster which is partially set shall

rejected and removed forthwith from the site :

In suspending the work at the end of the day, the plaster shall be left out clean to the line both horizontally and vertically. Wh

recommending the plaster, the edges of the old work shall be scraped clean and wetted with cement putty before plaster is appli

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

the wall and nearer than 15 cm. To any corners or arrises. Horizontal joints in plasterwork shall not also occur on parapet tops a

copings as these invariably lead to leakage. No portion of the surface shall be left out initially to be packed up later on.

Each coat shall be kept dam continuously till the next coat is applied or for a minimum period of 7 days. Moistening sh

commence as soon as plaster is hardened sufficiently. Soaking of walls shall be avoided and only as much water as can

readily absorbed shall be used excessive evaporation on the sunny or windward side of building in hot air or dry weather sh

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

Mode of measurement & payment :

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

workmanship.

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

to a centimeter.

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.

space between laths. Thickness of plaster shall be average thickness with minimum 10 mm. at any point on this surface.

This item includes plastering upto floor two level.

The measurement of wall plastering shall be taken between the walls or partition (dimensions before plastering being taken)

length and from the top of floor or skirting to ceiling for height. Depth of cover of cornices if any shall be deducted.

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

For jambs, soffits, sills etc. for openings not exceeding 0.5 sq. mt. each in area for ends of joints, beams, posts, girders, steps e

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 ar

deductions and additions shall be made in the following manner :

No deductions shall be made for ends joints, beams posts etc. and openings not exceeding 0.5 sq. mt. each and no addition sh

be made for reveals, jambs, soffits, sills etc. of these opening for finish to plaster around ends of joints, beams, posts etc.

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.

When both faces of all wall are plastered with same plaster, deduction shall be made for one face only

When two faces of wall are plastered with different types of plasters or if one faces is plastered and the other pointed,

deductions shall be made from the plaster or pointing on the side of frame for door, window etc. on which width or

reveals is less than that on the other side but no deductions shall be made on the other side. Where width of reveals on

both faces of all are equal, deductions of 50% of area of opening on each face shall be made from area of plaster and/or

pointing as the case may be.

For openings having door frames equal to projecting beyond the thickness of wall, full deduction for opening shall be made fro

each plastered face of the wall.

In case of openings of area above 3 sq. mt. each, deduction shall be made for opening but jambs, soffits and sills shall

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

ITEM NO -

Colour washing with lime on wall surface (two coats) over and including a primary coat of white

washing to give an even shade after through brooming the surface to remove all dirt, dust, mortar drops

and other foreigh matter.

The calearcole shall be made from glue and boiling water by mixing 1 kg. Mixture shall be suitably tinted where required for

use under coloured distemper if required. Glue shall conform to I.S. 852-1969 (Specifications for animal glue).

Lime used shall be freshly burnt class ‘C’ Lime (fat lime) and white in colour conforming to I.S. 712-1973. Water shall

conform to M-1 Best quality of gum shall be sued in the preparation of white wash. Ultramarine blue or Indigo: This shall

conform to I.S. 55-1970 for points and shall be used for preparation of white wash. Pigments: mineral colours, not

affected by lime shall be sued in preparing colour wash.

Workmanship :

Preparation of white wash solution :

Surface already white or colour. The fat lime shall be slaked at site and shall be mixed and stirred with about five litres of

water for 1 kg. of unslaked lime to make a thin cream. This shall be allowed to stand for a period of 24 hours and then

shall be screened through a clean coarse cloth, 4 kg. of gum dissolved in hot water shall be added to each cubic metre

of lime cream. Small quantity of ultramarine blut (Upto 3 gms. Per kg. of lime) shall also be added to the last two coats

of white wash solution and the whole solution shall be stirred thoroughly before use.

Preparation of surface :

The surface shall be thoroughly cleaned of all dust, dirt, mortar cropping and other foreign matters before white wash is to

be applied.

The surface spoiled by smoke soot shall be scraped with steel wire brushes or steel scrappers or shall be rubbed with over

burnt surkhi or brick bats. The surface shall be then broomed to remove all dust, dirt and shall be washed with clean

Oil or grease spots shall be removed by suitable chemical and smooth surface shall be rubbed wire brushes.

All unsound portion of the surface plaster shall be removed to full depth of plaster in rectangular patches and plastered

again after raking the masonry joints properly. Such portion shall be wetted and allowed to dry. They shall then be given

one coat of white wash.

All unnecessary nails shall be removed, the holes cracks patches etc. shall be made good with materials similar in

composition to the surface to be prepared.

Scaffolding : Wherever scaffolding is necessary it shall be erected in such a way that as far as possible on part of

scaffolding shall rest against the surface to be white or coloured washed. A properly secured strong and well tied

suspended platform (Zoola) may be used for white washing. Where ladders are sued, pieces of old gunny bags shall be

tied at top and bottom to prevent scratches to the floors and walls. For white washing of ceilings proper stage

scaffolding shall be erected where necessary.

Application of white wash :

On the surface so prepared the white wash shall be applied with ‘Moon’ brush. The first stroke of the brush shall be from

top downwards, another from bottom upwards over the first stroke and similarly one stroke from the right another from

the left, over the first stroke brush before the it dries. This will from one coat. Each coat shall be allowed to dry before

next coat is applied. Number coats as specified in item shall be applied. It shall present smooth and uniform finish free

from brush marks and it should not come off easily when rubbed finger.

Splashing and dropping if any on the doors and windows, ventilators etc. shall be removed and the surface cleaned.

Priming and Alkali resistant treatments, scrapping of surface washing etc. surface spoiled by smoke soot removed of oil and

grease spots treatment for infection with effloresces moulds moss, funji and kitchen and patch repairs to plaster

wherever done shall not be paid extra.

Mode of measurements & payment :

All the work shall be measured in the decimal system as under :

Dimensions shall be measured to the nearest 0.01 M.

Area in individual items shall be worked out to the nearest 0.01 Sq. M.

All the work shall be measured in sq. mt. Deductions for jambs, soffits, stills etc. for opening not exceeding 0.5 sq. mt. each

in area for ends of joints, posts, beams, girders, steps etc. not exceeding 0.5 sq. mt. each in area and for opening

exceeding 0.3 sq. mt. and not exceeding 3.0 sq. mt. each in area deductions and additions shall be made as under :

No deductions shall be made for ends of joints beams, posts etc. and openings not exceeding 0.5 sq. mt. each. No addition

shall be made for reveals, jambs, soffits, sills etc. of these openings nor for finish around ends of joints, beams, posts etc.

Deductions 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. of these openings :

When both the faces or walls are provided with finish, deduction shall be made for one face only.

When each face of wall is provided with different finish deduction shall be made for that side of frame for door, windows etc.

on which width of reveals is less than that of the other side, where width of reveals on both faces of wall are equal,

deduction of 50% of area of opening on each face shall be made from total area of finish.

When only one face of wall is treated and the other face is not treated, full deduction shall be made if the width of reveal on

the treated side is less than that on the untreated side, but if the width of the reveal is equal or more than on the untreated

side neither deductions nor additions be made for reveals, jambs, soffits, sills etc.

In case of area of opening exceeding 3 sq. mt. each, deduction shall be made for openings but jambs, soffits, shall be

No deduction shall be made for attachment such as casing, conducts, pipe, electric wiring and the like.

corrugated surfaces shall be measured flat as fixed and not girth. The quantities so measured shall be increased by the

following percentage and the resultant shall be included with the general areas.

Corrugated steel sheets 4%

Corrugated A. C. Sheets 20%

Semi corrugated A. C. Sheets 10%

Nainital pattern roof (Plain sheeting with rolls) 10%

Nainital pattern roof (with corrugated sheets) 25%

Cornices and other wall features, when they are not picked out in a different finish/colour shall be girthed and included in

the general area.

The rate shall include the cost of all materials, labour, scaffolding, protective measures etc. involved in all the operations

described above.

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

Item no.20

Finishing wall with Apex Ultima Acrylic paint of " Asian Paint " or equivalent on wall surfaces (two coats) to give

required even shade after application of Exterior Primer of Approved Brand & Manufactures after thoroughly

brushing the surface to remove all dirt & remains of loose powered materials.(N.S.)

Mode of payment shall be in Sq.m

Item no. 21 Provdg. & laying S.W. Gully trap with brick masonry chamber & water tight G.T.Stone including fixing

of covervSquare mouth trap 100 mm x100 mm size P-Trap

Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY ENGG-IN

The rate shall be for a unit of Nos

Item no.22

Providing erecting and fixing double coated Syntex PVC.(ISI) water tank of required capacity each with all

necessary fittings and connection etc. complete on terrace.

Providing erecting and fixing double coated Syntex PVC.(ISI) water tank of required capacity each with all necessary fittings

and connection etc. complete on terrace.

The rate shall be for a unit of Litre

Item no.23

Providing and fixing castiron (Spun) Nahni trap of the following nominal diameter of selfcleaning design with C.I.

Screaed down or higned gratingin cluding cost of cutting and making good the wall sand floor

100mminletand50mmoutlet.(C)100mm dia.

Item no.24

Providing laying and jointing in true line and level U.P.V.C.

Pipe ( SCH- 40) for cold water including fittings as approved

by Engineer In Charge. Pipe shall be fixed on the wall with the

help of clamp at every two metre C/C or shall be concealed as

directed including necessary fittings etc. including testing of

pipe and joints and fixing the same with adhesive solvent,

including cost of all materials.(R & B SOR 2023-24)

Item no.25

Providing and fixing to wall ceiling and floor 10.0KgF / Sqcm working pressure polythelen epipes of the following

out side diameter, low density ,complete with special flange compression type fittings, wall clips

etc.makinggoodwallceilingand floor.

Item no.26

Providing and fixing water closet squatting Pan (Indian type W.C.Pan) size 580 mm (Earth work, bed concrete, foot

rest and trap to be measured and paid for separately) (A) Vitreous China. (I) Long pattern = White colour

Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY ENGG-IN

The rate shall be for a unit of Each

Item no.27

Providing and fixing wash down water closet (Europe an type, W.C.Pan) with integral P or S trap including jointing

the trap with soil pipe in Cement Mortar1:1 (1-Cement:1-fine sand) (Seal and cover to be measured and paid for

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

Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY ENGG-IN

The rate shall be for a unit of No

Item no.28 Providing and fixing chromium plated brass halftrun flush cock of approved quality including fixing in

pipe line etc. complete.(ii) 25mm dia.

Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY ENGG-IN

The rate shall be for a unit of No

Item no.29 Providing and fixing washbasin with single hole for pillar tap with C.I.or M.S.bracket spainted with

including cutting hole sand making good the same but excluding the fittings. (A)vitreousChina (II)Flatback

washbasin 550mmx400mm size (I) Inwhite colour.

Item no.30

Providing and fixing chromium plated, bottle trap with necessary coupling so f approved qualityforwash basin

Item no.31 Providing and fixing 600 mm x 450 mm bevelled edge mirrror of superior glass mounted on

mm thick A.C. sheet or ply wood sheet and fixing to wooden pluge with C.P. brass screws and washers.

Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY ENGG-IN

The rate shall be for a unit of No

Item no.32 Providing and fixing C.P. brass towel rail comlete with C.P.brass brackets fixed to wooden

plugs with C.P. brass scews.(B) 600mm x 20mm size.

Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY ENGG-IN

The rate shall be for a unit of No

Item no.33 Providing and fixing screw down bib taps of following size. (B) Brass chromium plated screws down

(i) 15mm dia.

(ii) 20mm dia.

Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY ENGG-IN

The rate shall be for a unit of No

Item no.34

Providing and fixing pillartap,capstan head, screw down high pressure with screws, shank sandback nuts. (i)

Providing and fixing pillartap,capstan head, screw down high pressure with screws, shank sandback nuts. (i)

Providing and fixing Gun metal check or non-return fullway wheel valve.

(A) 15 mm dia

(B) 20 mm dia

(C) 25 mm dia

(D) 40 mm dia

Item no.35

Providing and fixing Gun metal check or non-return

fullway wheel valve.(R & B SOR 2023-24)

(A) 15 mm dia(Item code-23031A)

(B) 20 mm dia(Item code-23031B)

(C) 25 mm dia(Item code-23031C)

(D) 40 mm dia(Item code-23031E)

Item no.36

Providing and fixing Urinal of approved quality including connection with trap and with integrallongitudinal flush

pipe.(A) Squating plate pattern white earthenware 550mm x 300mm.

Item no.37

Providing and fixing M.S. grills of required pattern to wooden frames of windows etc. with M.S. flats at required

spacings and frame alround, square or round bars with round headed bolts and nuts or by screws (A) Plain Grill.

(upto 10 ton)

Providing and fixing M.S. grills of required pattern to wooden frames of windows etc. with M.S. flats at required spacings

and frame alround, square or round bars with round headed bolts and nuts or by screws (A) Plain Grill. (upto 10 ton)

Item should be executed as per site requirements amd instructions given by Engg-In-Charge.

Mode of payment shall be in Kg.

Item no.38 Providing and fixing 35 mm thick shutters for Doors, windows and clear story windows including black

enamelled M.S.butt hinges with necessary screws..

(A) Indian teak wood. (i) Fully Panelled.(upto 10 ton)

(B) Indian teak wood. (ii) Fully Glazed.(upto 10 ton)

(C) Indian teak wood. (iii) Partly panelled and partly glazed. (upto 10 ton)

Item no.39 Providing cement vata (10cmx10cmsize) quarter roundin cement mortar 1:1 including neat cement

finishing, waterin getc. complete.

Item no.40

Carring out plinth treatment to post construction / existing structure by spraying chemical solution for termite

control treatment including labour and material consist ment with I.S. specification. Using Chlordene

and Chior purfiles 20 EC. As Per 6131_paret-II Consentration Weight on percentis recommended i.e one

litre 20 EC chemical emulsion with 19 liter give 1% concrentration inclusive of one litre chemical

emulsion appication attherate of 5 Litre chemical / Sqm of surface is recommended as per I.S

Item no.41. Conveyance charge of Earth,Lime, Murrum, building rubbish earch manure or sludge and excavated

rock and fly ash,aggregate of any kind etc.comp.upto 5 km lead.(L.S.)

All the surplus earth etc. shall be carried away immediately from the site of work to a place within 5km. distance

or as directed and ordered by the Engineer, so as not to cause any inconvenience to the public traffic finding

which in view of public safety and traffic convenience. The corporation shall carry out the work by any other

agency at the contractor’s risk and cost. If the instructions are not completed within 7 days from the date of order

to cart the surplus materials and clear the site, the said work shall be carried out by the Municipal Corporation at

the risk and cost of the contractor and no claim or dispute shall be entertained in this respect.

If the filling in trenches after settlement of the earth filling in trenches is to be done and the same shall be carried

out by the contractor without asking any extra rate. The contractor shall have to cart the surplus earth after the

trenches we will watered and refilled with the sand. The rate of carting including carting of brickbats, metal,

rubble vegetable and garbage, if necessary to clear the road surface.

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

I ITEM NO -42

Providing and laying broken china mosaic flooring for terrace using 12 mm to 20 mm broken pieces of glazed tiles

to be laid over cement mortar 1:3 to plain or slope and to be tempered to bring mortar creme out upto surface

using white cement including rounding off junctions and extending them up to15 cm along the wall, clearing with

water and oxalic acid etc.asdirected.

Providing and laying China Mosaic finishing over flat or curved surface, including laying to approved patterns, with precies

leveling and setting curvatures with necessary tools and templates, using white/coloured broken ceramic tile chips, set in

pigmented cement mortar 1:4, as directed, finishing in line, level and to required slope, flushing with appropriate pigimented

cement grout, curing and finishing with mild acid wash etc. complete.

MATERIALS :

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

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

PROCEDURE :

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.

INCLUSIONS :

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 MEASUREMENT :smt

Item no.43

Painting two coats (excluding priming coat) on new steel and other metal surface with synthetic enamel paint,

brushing to give an even shade including cleaning the surfaceofalldirt,dustandother foreign matter.

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

Item no.44

Painting one coats (excluding priming coat) on previously painted steel and other metal surface with enamelpaint,

brushing to givean even shade including cleaning the surface of all dirt, dustand other foreign matter.

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

Item no.45

Painting one coats (excluding priming coat) on previously painted wood and wood based surface with

enamel paint, to give an even shade including cleaning the of all dirt, dust and other foreign matter.(b) Ready

mixed paintbrushing priming for enamel

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

Item no.46

Demolition of Brick work and stone masonry including stacking of serviceable materil as and disposal of

unserviceable materials with all lead and lift.(ii) In Cement Mortar.

Demolition of Brick work and stone masonry including stacking of serviceable materil as and disposal of

unserviceable materials with all lead and lift.(ii) In Cement Mortar.

The rate shall be for a unit of one Cum

Item no.47

Dismentling doors, windows, ventilators etc. (wood or steel) shutters including chowkhats architraves, hold fasts

and other attachment etc. complete and stacking the material within all lead and lift.(i) Not exceeding 3 Sq.M. in

Dismentling doors, windows, ventilators etc. (wood or steel) shutters including chowkhats architraves, hold fasts

and other attachment etc. complete and stacking the material within all lead and lift.(i) Not exceeding 3 Sq.M. in area.

The rate shall be for a unit of Each. The work should be done as specified in above item.

Item no.48

Demolition including stacking of serviceable materilas and disposal of unserviceable materials with all lead and

lift. (i) R.C.C. work

The rate shall be for a unit of one Cum. The work should be done as specified in above item.

Item no.49

Dismentaling tiled of stone floors laid in mortar including stacking of serviceable materil as and disposal of

unserviceable materials with all lead and lift.

Dismentaling tiled of stone floors laid in mortar including stacking of serviceable materil as and disposal of

unserviceable materials with all lead and lift.

The rate shall be for a unit of one Sqm. The work should be done as specified in above item.

Item no.50

Dismantling santtary fittings like wash basin . W.C. pan Indian and Europe an type, flushing tank etc. including

stacking the materials with all lead and lift

Dismantling santtary fittings like wash basin . W.C. pan Indian and Europe an type, flushing tank etc. including

stacking the materials with all lead and lift

The rate shall be for a unit of Each. The work should be done as specified in above item.

Item no.51

Dismentling C.I. pipes G.S.W. pipes abd A.C. rain water pipes with fittings and clamps including stacking the

materials with all lead and lift (for any dia, of pipe)

Dismentling C.I. pipes G.S.W. pipes abd A.C. rain water pipes with fittings and clamps including stacking the

materials with all lead and lift (for any dia, of pipe)

The rate shall be for a unit of Rmt. The work should be done as specified in above item.

Item no.52

Providing corrugated G.I. sheet of class-3 roofing fixed with glavanished iron J or L Hooks, Bolts and nuts 8 mm

diameter with bitumen and G.I. limpet washer or G.I. limpet washer. filled with white lead complete excluding the

cost of purlins, Rafters and Trusses. (1) 0.80 mm thick sheet.(up to10 ton)

Mode of payment shall be in Sqm and the work shall be done as specified in Above Item.

Item no.53 Providing & Fixing 3 mm thick F.R.P.sheet of Approved Quality & Color / Pattern as per

Consultant's design also includes required fabrication structure in the grid of 2'-0x2'-0 size using hollow

pipe of16 gauge & size 2"x1" & 1"x1" ,G.I. & Bitumen Washers, Silicon paste application for fixing the

sheet . Rate also includesnecessary bending, cutting, labor charges , Zinc Primer coat & Two coats of oil

painting of color as approved by consultants & making good the wall. (N.S.)

Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY ENGG-IN

The rate shall be for a unit of smt

Item No.54:

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 1.31 kg/mt) (c) Shutter bottom section at 114.3x44.45 mm at

(1.37 kg/mt) Shutter middle section at 100x44.3 wt.(1.37 kg/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

Materials:

Metalic Color Anodized Aluminum alloy used in the manufacture of extruded sections for the fabrication of doors,

windows, ventilators shall confirm to designation HE9-WP of IS:733.

Transparent sheet glass shall confirm to the requirements of IS:2835. Wired and figured glass shall be as per

IS:5437. Builder's hardware of fittings & fixtures shall be of the best quality from approved manufacturers.

Workmanship:

All aluminum doors, windows, ventilators and partitions shall be of the type and size as specified. The doors,

windows, ventilators shall confirm to the requirements of IS: 1948. Aluminum windows, shall confirm to IS: 1949, if so

specified. All aluminum units shall be supplied with Metallic color anodized finish. The minimum anodic film thickness shall

be 0.015 mm. Doors, windows and ventilators shall be of an approved manufacture. Fabrication of the units shall be with

the extruded sections, cut to correct lengths, mitred and welded at the corners to a true right angle conforming to the

requirements of IS: 1948. Tolerance in overall dimensions shall be within ± 1.5mm. The frames and shutters shall be free

from warp or buckle and shall be square and truly plane. Punching of holes, slots and other provisions to install fittings or

fixtures later shall be made at the correct locations, as per the requirements.

Aluminium swing type doors, aluminum sliding windows, partitions shall be as specified. IS: 1948 and IS: 1949 shall be

referred to incorporates the sizes, shapes, thickness and weight per running meter of extruded sections for the various

components of the units. However, new sizes, shapes, thickness with modifications to suit snap-fit glazing clips etc. are

being continuously being added by various leading manufacturers of extruded sections, which are available in the market.

As such, the sections of the various components of the unit proposed by the Contractor, will be reviewed by the GSDWICL

and will be accepted only if they are equal to or marginally more than that given in the codes/as specified.

Specific provisions as stipulated for steel doors, windows, and ventilators under related clause shall also be applicable for

this item work. Glazing beads shall be of the snap-fit type suitable for the thickness of glazing proposed as indicated in the

items of works prepared by the Contractor. A layer of clear transparent lacquer shall be applied on Aluminium sections to

protect them from damage during installation. This lacquer coating shall be removed after the installation is completed.

Mode of measurement

Measurement will be given on the Square meter basis of actual area of the Aluminum section.

Item No.55:

Providing and fixing extruded aluminum window having extruded aluminum Colour Powder

Coatedsectionframemainoutersize127mmx38.10mmx1.35mm(ofJindalSectionno:2443,@Wt.1.384Kg/mt),horizontal

Four track member size122.20mm x31.75mm x1.10mm (ofJinda lSection no:8787,@ Wt.1.205Kg/ mt) ,vertical

member of size122.20mm x31.75 mm x1.50 mm (ofJindal Section no:8935,@Wt.1.398Kg/mt) with sliding shutters of

horizontal member size 40mmx18mmx1.29 mm(ofJindal Section no:8949 @wt.of0.456 Kg/mt), vertical member of

size 40mmx18mmx 1.29mm(ofJindal Section no:8947 @wt.of0.456Kg /mt/Section 8948,@Wt.0.457Kg/mt) with 5mmt

hick transparent bronze colour tinted float glass with powder coated aluminum fittings and

fixturesandtransparentsiliconsealantglassfixingtoframeasperdetailsetccompletefor

Providing and fixing extruded aluminum window having extruded aluminum Colour Powder Coated section frame

main outer size127mmx38.10mmx1.35mm(ofJindalSectionno:2443,@Wt.1.384Kg/mt),horizontal Four track member

size122.20mm x31.75mm x1.10mm (ofJinda lSection no:8787,@ Wt.1.205Kg/ mt) ,vertical member of size122.20mm

x31.75 mm x1.50 mm (ofJindal Section no:8935,@Wt.1.398Kg/mt) with sliding shutters of horizontal member size

40mmx18mmx1.29 mm(ofJindal Section no:8949 @wt.of0.456 Kg/mt), vertical member of size 40mmx18mmx

1.29mm(ofJindal Section no:8947 @wt.of0.456Kg /mt/Section 8948,@Wt.0.457Kg/mt) with 5mmt hick transparent bronze

colour tinted float glass with powder coated aluminum fittings and

fixturesandtransparentsiliconsealantglassfixingtoframeasperdetailsetccompletefor

Mode of measurement

Measurement will be given on the Square meter basis of actual area of the Aluminum section.

Item No.56:

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

38.50 mm (wt.0.68 Kg/Rmt) incl.Providing & Installing 5 mm thick approved color Acrylic sheet of standard quality

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 38.50 mm

(wt.0.68 Kg/Rmt) incl.Providing & Installing 5 mm thick approved color Acrylic sheet of standard quality etc.comp.

Mode of measurement

Measurement will be given on the Smt. basis of actual area of the Aluminum section.

Item no.57 Providing and Fixing 1 H.P. Electrical monoblock or submarcible water pumps withmotor and required

cable and switch board of approved brand and make etc.comp.as directed.

The rate shall be for a unit of Set

Item no. 58 Providing and Laying of Rubber Moulded Paver Block Grey/Coloured 60 mm thick, M-35 Grade of any

size shape (Usually Uni-Paver Blocks) using black trap good quality aggragate of 20 mm nominal size for

footpath,parking areas, service lanes and other areas as mentioned in the drawing / instruction of engineer in

charge. Cost includes formworks using rubber mould, Rate providing and laying paver blocks as per required

grading and specification. The paver block shall be mechanically compacted. The work of paving blocks shall be

executed in line and level by skill mason of flooring work only. It should be laid in such a way that the no cutting of

the paver block to be necessary. if cutting of paver block necessary then it should be cut by machine only and

carting. The finished surface of the paver block shall have resonably good, plain finished. Paver blocks shall be

compacted and shall be relaid if necessary. Gravel or such type of materials shall not be allowed for production.

Laying on 5 cms thick sand

Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY ENGG-IN

The rate shall be for a unit of Smt

Item no. 59 Supplying and fixing of 300 mm-L x 15 mm-B x 380 mm-H Kerb block for Footpath in M-20 grade

using 20 mm nominal size black trap aggregate of Sevaliya/Timbaor equivalent quality for pre-

cast blocks, reasonablyexposed finish/ formwork , mould with well equippedwith vibratory

system for kerb stones of approved design including curing, etc. complete, including thecost of

formwork etc. complete. The rate shall also include necessary cutting of asphalt, fixing the

Kerbstones in line and level on 5 cm thick sand bedding withnecessary equipments and

materials. The rate shall also include the flush pointing in CM (1:3) for all joints of thekerbstones. Filling of zari

alone the sides of the kerbstone fixed with Bituminous concrete Bituminousconcrete / C.C. mixed in

proper position to flush withthe road surface as directed by Engineer in change to form a portable

mixture.a) Laying on 5 cm thick Sand Bedding

Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY ENGG-IN

The rate shall be for a unit of Rmt

Item no. 60 Constructing a sink (chowkedi) with C.C. 1:2:4, 12 cm. thick over B.B. masonry in C.M, (1:6) in

front and dwarf wall 1.0 Mt. high and 23 cm. thick cement plaster to masonry / in C.M.1:3) and cement

concrete flooring in 1:2:4: mix 5cm.dia.drain pipe etc.complete.

Item no. 61 Constructing a cooking platform 60 cm. width and 70 cm high resting on B.B. Masonry walls 23 cm.

thick in C.M. (1:6) with (i) Fixing or precast R.C.C. 1:2:4) 8 cm. thick slab with marble chips set in C.M.

(1:6) (6 mm thick terrazo) with plastering on exposed faces walls in C.M. (1:4) etc complete.

Item shall be executed AS PER SITE REQUIREMENTS AND CONDITIONS AND INSTRUCTIONS GIVEN BY ENGG-IN

The rate shall be for a unit of Rmt

Item no. 62 P/M/F chainlink jali 8'x4' size as per details sketch & instructionof engineer in charge same as lal darwaja

garden pattern consisting of 3'dia. M.S black pipe 'A' class 5'4" ht. fixed at 8'9" c/c in C.C 1:2:4 block of 9"x9"x9" size chain

link jali of size 2"x2"x10 gauge fixed in 35x35x5 mm MS angle frame 8'x4' size with MS flat of size 25x3 mm welded jali

etc.comp.The jali is to be welded to MS pipe with MS flat as instruction given.The M.S pipe and the M.S angle frame are to

be painted one coat of primer and two coats of paint as directed in line and level

Item no. 63 Providing and fixing 1.20 Metre high fencing with 2.0 Metre long M.S. Angle posts 40 mm x 40 mm x

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

posts in ground with 0.5 M x 0.5.M x 0.5 M. block in C.C 1:5:10 etc complete.(R & B-2023-24-22001)

Item no. 64 Providing and fixing PVC Printed pain colour false ceiling with grid type with alluminium frame

consisting of 600mm x 600mm 3mm thick plain PVC sheet used as panel insert in a frame work made using

anodized alluminium T section of size 1 x 1 (235 x 25mm, 19 gauge or 1 mm thick) in square pattern of grid sizes of

2 x 2 (600 x 600mm) The alluminium frame work is supported from the cceiling with the help of G.I. hook and G.I.

wire/6mm M.S. rods of required sizes to maintain proper level etc. The aluminium frame work is supported on side

wall with the use of alluminium L section of size 1 x1 (25 x 25mm) angles etc. complete as per direction of Engineer

in charge. Manufactures specification and drawing.(R & B-2021-22-1005)

Item no. 65 Renovation and Repairing work in Chainlink fencing any size and also refixing work incl. febrication

work with all materails to be painted one coat of primer and twocoats of paint as directed inline and level. (N.S.)

Item no. 66 Providing & Fixing Stair / Balcony Railing as per Consultant's Design from M.S.square

Rectangular,Round pipe of required Dia, M.S.Flat,Angle,channel & other sections of required size as per detail

work includes cutting,bending,welding,grinding,Fixing with necessary supports - holdfasts,Application of one coat

of Zinc Primer,Two coats of Oil Painting etc.complete.(N.S.)

Item no. 67 Providing and fixing of Roller blind curtain/blackout. The fabric shall be woven from formulated

platisol extruded over a polyaster yarn.The fabric shouldl be weaved to provide subtle view of the side of the blind

and should offer elimination of glare and sunlight radiance upto a minimum of 80%.The fabric shall be flame

retardant.

Item no. 68 Providing and fixing 30 mm thick FACTORY MADE SOLID PANEL PVC DOOR SHUTTER consisting

of frame made out of M.S.tubes of 19 gauge thickness and size of 19 mm x 19 mm for stiles and 15 mm x 15 mm for

to p and bottom rails.M.S. frames hall have a coat of steel primers of approved make and manufacture, M.S.

frames hall be covered with 5 mm thick heat moulded PVC ‘C’ channel of size 30 x 50 mm formings tiles,

and 5 mm thick 75 mm wide PVC sheets for to prail, lock rail and bottom rail on either side, and 10 mm (5 mm x 2)

thick, 20 mm wide cross PVC sheet as gap insert for to p rail and bottom rail, Panelling of 5 stiles and rails with

30 mm wide x 5 mm thick PVC sheet beading on eighter side, and joined together with solventcement

adhesive,. An additional 5 mm thick PVC strip of 20 mm width is to be stculkon the interiors ide of the ‘c’

channel using PVC solventcement adhesive etc. complete as per direction of Engineer incharge, manufacture’s

specification and drawing

Item no.69

Providing and fixing glazed louvered glass windows and ventilators with teak wood frame 10 cm. x 7 cm. size

including 3 coats of oil painting to wood work etc.complete. (upto 10 ton)R & B-2023-24-10029AA

The rate shall be for a unit of Smt.

Item no.70

Providing and laying 40 mm thick marble chips flooring rubbed and polished (I.E.terrazo) to granolithic finish with

under layer 30 mm thick cement concrete1:2:4 (1-Cement: 2-coarse sand: 4-graded stone aggregate 10 mm and

down gauge) and to player 10 mm thick with white, black or white and blak marble cihps of required sizes from

mm to 4 mm nominal size laid in cement marble powder mix 3:1 (3- Cement:1-Marble powder by weight) in

proportion of 4:7 (4- Cement: 7-marble chips by volume) (C) Medium Shade pigment with approx

50% white cement and 50% ordinary cement (In top layer only) (upto 10 ton)AMC-SOR-2015-16-14001C

The rate shall be for a unit of Smt.

Item no.71

Providing and laying marble chips skirting (Terrazo) or dedo rubbed, and polished to Granolithic finish to player

mm white, black or white and black marble chips of size from smallest to 4 mm nominal size laid in cement

marble powder mix 3:1 (3-Cement: 1 marble powder by weight) in proportion of 4:7 (4-cement marble powder

mix: 7- marble chips by volume) (B) Light shade pigment with white cement (In top layer only)R & B-2023-24-

The rate shall be for a unit of Smt

Item no.72

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.R & B-2023-24-18031

Extra over item for every sub sequent coat of wall painting with plastic emulsion paint of approved brand.R & B-2023-24-

Extra over item for painting with plastic emulsion paint of approved brand on ceilings and sloping roofs.R & B-2023-24-

The rate shall be for a unit of Smt

Item no.73

Providing and laying Vitrified tiles 8 to 10 mm thick, 36''x36'' in flooring treads of steps and landing laid on a bed of

12 mm thick cement mortar 1:3 (1-cement:3-coarses and) finishing with flush pointing inwhite cement. (upto

ton)R & B-2023-24-14008DA

The rate shall be for a unit of Smt

Item no.74

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.R & B-2023-24-

The rate shall be for a unit of Smt

Item no.75

Applying two coats of Birla (white cement based) or Asian (acryliclapy-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

surface free from mortar dropping and other foreign matter and sand papered smooth.R & B-2023-24-19032

The rate shall be for a unit of Smt

Item no.76

Removing and scraping of old deteriorated plaster of any thickness from wall / R.C.C member including

stacking of serviceable material and disposal of unserviceable from site of work with all lead and lift.R & B-2023-

The rate shall be for a unit of Smt

Item no.77

Labour work for fixing interlocking blocks / any kind of pavement on up to 50 mm th sand bedding,

levelling,watering and fixing in line & level as well cleaning the site etc.comp. as directed.SOR - (Jan. -2016) for

Central Verge / Footpath / Stone Paving

The rate shall be for a unit of Smt

Item no.78

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 rate shall be for a unit of Rmt

Item no.79

Providing and supplying of labour for necessary manual excavation, cleaning, Shifting of Material Or any other, or

for any other work as directed by Engineer In charge. The Rate includes Handcart with Mazdoor

Labour charges - Mazdoor (Female).R & B-2023-24-L021

Labour charges - Mazdoor (Male.)R & B-2023-24-L022

Labour charges - Supervision for Machinery.R & B-2023-24-

Fitter/Plumber/Mason.R & B-2023-24-L025

WELDER/ Gas cutter at Day /night.R & B-2023-24-L030

The rate shall be for a unit of Each

Item no.80

Lettering and lettering charges and printing Muni.corporation symbol with help or skilled artist including colour

The rate shall be for a unit of No.

Item no.81

Prismatic grade reflective sheeting with super high performance durable ,micro prismatic material confirming to

type XI as per ASTM-D 4956 -09 & Cutting , pesting letter according to IRC standard in dual language with micro

prismatic material confirming to type XIsmatic confirming to type XI

The rate shall be for a unit of Smt

Item no.82

Excavation of pit of manually necessary labour of size .6*.6*.6 m for as per above MS Structure foundation of pole

for any size. The grade of concrete should be M-20 the item rate include carting, filling, with available earth and

should be proper be level up to ngl,as directed by Engineer in charge

The rate shall be for a unit of No.

Item no.83

Dismentling barbed wire in fencing including making rolls and also including dismentling fencing posts including

all earth work concrete in base and making good the disturbed ground stacking useful materials as directed

and disposing as directed and disposing of the unserviceable materials with all lead and lift.R & B-2023-24-20014

The rate shall be for a unit of Rmt.

Item no.84

Providing and laying cement concrete1:4:8 (1-Cement: 4- coarses and:8-hand broken stone aggregates

40mm nominal size) and curing complete excluding cost of formworkin (A) Foundation and Plinth (upto 10 ton).R

The rate shall be for a unit of Cmt.

Item no.85

Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- hand broken stone aggregates

mmnominal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth..R & B-2023-24-

The rate shall be for a unit of Cmt.

Item no.86

Providing and laying cement concrete work 1:2:4 (1-Cement : 2- Coarse sand : 4- graded stone

aggregates 20 mm nominal size) and curing complete excluding cost of formwork and reinforcement for reinforced

concrete work in (A) Foundations, footings, Base or columns and Mass concrete.R & B-2023-24-05011AA

The rate shall be for a unit of Cmt.

Item no.87

Providing and laying in position Ready Mixed M-150 grade concrete for reinforced cement conctere work,

using cement content as per approved Design Mix manufactured in fully automatic batching plant and

transported to site of work intransit mixer for a lead up to 10 kms having continuous agitated mixer, manufactured

as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from

transit mixer to site of laying, excluding the cost of centering shuttering finishing and reinforcement including

cost of admixtures inrecommended proportions as per IS:9103 to accelerate/ retard setting of concrete,

improve work ability without impairing strength and durability as per direction of theEngineer-in-charge.

Without Fly Ash (Min cement level as per latest IS456 shall be maintained) (Cement level 320 kg )R & B-2023-24-

The rate shall be for a unit of Cmt.

Item no.88

Providing and laying in position Ready Mixed M-200 grade concrete for reinforced cement conctere work,

using cement content as per approved Design Mix manufactured in fully automatic batching plant and

transported to site of work intransit mixer for a lead up to 10 kms having continuous agitated mixer, manufactured

as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from

transit mixer to site of laying, excluding the cost of centering shuttering finishing and reinforcement including

cost of admixtures in recommended proportions as per IS:9103 to accelerate/ retard setting of concrete,

improve work ability without impairing strength and durability as per direction of theEngineer-in-charge.

Without Fly Ash (Min cement level as per latest IS456 shall be maintained) (Cement level 400 kg )R & B-2023-24-

The rate shall be for a unit of Cmt.

Item no.89

Providing and laying coloured glazed tiles of the size 300 mmx200 mmx8 mm/300 mmx450 mmx8 mm in

skirting, risers of steps and dedo on 10 mm. thick cement plaster 1:3 (1cement: 3 coarse sand) & jointed with

white cement slurry.R & B-2023-24-14036

The rate shall be for a unit of Smt.

Item no.90

Providing & Fixing Door closer - complete of Approved make to wooden / Aluminium Doors as per direction of

engg. In charge.R & B-2023-24-SR.NO.-M191

The rate shall be for a unit of No

Item no.91

Providing & Fixing Angle cock of " Ess Ess" - Trend series or equivalent standard make as approved

by engg. in charge all complete. (N.S.)

The rate shall be for a unit of No

Item no.92

Providing & Fixing PVC Body Chromium Finish Health Faucet with Flexible Pipe of Approved Brand &

Manufactures with holder etc.complete as per direction of engg. in charge.

The rate shall be for a unit of No

Item no.93

Providing and fixing Urinal or approved quality including conecting the Urinal with waste pipe , tap

etc.complete. (A) White earthen ware flat back or corner type size 430mm x 260mm x350mm.R & B-2023-

The rate shall be for a unit of Each

Item no.94

Providing and fixing plain asbestos cement sheet 6 mm thick in partitions including fixing to fames with

screws etc, complete with 50 mm x 12 mm Deodar wood beading (Frames to be paid separately) (upto

ton)AMC-SOR-2015-16-10020

The rate shall be for a unit of Smt

Item no.95

Providing and fixing in partitions 4 mm thick medium hard board of approved quality including fixing to

fames with screws etc complete with 50 mm x 12 mm teak wood beading (Frames to be paid separately)

(upto 10 ton)AMC-SOR-2015-16-10021

The rate shall be for a unit of Smt

Item no.96

Providing in line level plumb, fabricating and fixing three row horizontal barbed wire fencing and

punched tape concertina coil of 9 turns per meter of 610 mm dia fixed with clips on top of the angle iron

posts. The punched tape concertina coil having sharp barbs at every 25 mm spacing shall be 0.5 mm thick

and 19 mm width and weighting 13 kg/100 mt. (Average) as per manufacture's specification. The rate

shall also include providing and fixing 1.20 mt.total long MS angle 40 x 40 x 6 mm @3.00 mt.c/c

spacing embaded in RCC column, angle posts shall be painted with one coats of red oxide and two coats of

enamel paint of approved quality at top compound wall.

The rate shall be for a unit of Rmt

Item no.97

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification

including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material

by tipper to site, laying in uniform layers in subbase / base course on well prepared surface and

compacting with vibratory roller to achieve the desired density as per MoRTH clause

(A) Supply of WMM

(B) Laying of WMM

The rate shall be for a unit of Cmt

Item no.98

Providing & Supplying JCB Machine on rental basis in case of emergency situation and break down type

work & also during unavoidable condition as per instruction of engg.incharge, rate includes all nece.

shifting, fuel and operating charges and stacking of useful & non-useful materials separately up to

store. (No payment should be allowed for non working condition of machinery and for pipe line

excavation and laying work) (Based on Previously approved rate by CE sir )

The rate shall be for a unit of hrs.

Item no.99

Providing and operation dewatering Pump including fuel charges & operator Charges etc. as directed etc.

comp. (Shift for Eight Hour) (For Each Pump Set, No payment should be allowed for non working

condition of machinery ) (AMC Drainage SOR-Jan-2016)

The rate shall be for a unit of shift.

Item no.100

Providing and supplying ISI marked only standard length Stonewate pipes in standard lengths

of following class and diameter including all taxes,insurance, transportiton, fright

charges, octroi,inspection charges, loading, unloading, conveyance to departmental stores,

stacking etc. complete (IS - 651 - 1989)

(GWSSB SOR 2021-22)

The rate shall be for a unit of Rmt.

Item no.101

Lowering, laying and jointing stone ware pipes of following diameters with cement joints in

C.M.1:1 proportion in proper position , grade and alignment at all level as directed by Engineer-in-

charge including conveyance from stone to site of work,Jointing material etc.comp.(GWSSB SOR

The rate shall be for a unit of Rmt.

Item no.102

Constructing Chamber of following size including excavation, refilling, BBCC (1:5:10) for foundation,

C.C.Channel (1:2:4), finished 15 mm thick cement plaster inside in CM 1:3, finishing with cement

slurry, Brick masonary in CM 1:5 & excluding the cost of chamber seat cover etc..completed. (Based

on Drainage SOR 2009-10)

0.60 X 0.45 mt. size Inside Clear, Depth from 0.0 to 0.90meter for

pipe dia <=150 mm.

0.60 X 0.75 mt. size Inside Clear, Depth from 0.0 to 0.90meter for

pipe dia <=20 mm.

0.75 X 0.75 mt. size (Inside Clear) Depth from 0.0 to 1.20 meter for

pipe dia <=20 mm

The rate shall be for a unit of No.

Item no.103

Constructing Slab Type M.H. Chamber Of The Following Size Including Excavation, Refilling,

Brick Bats Cement Concrete (1:5:10) of thickness 15 C.M., CC Channel (1:2:4) of thickness

C.M., finished 15 mm thick cement plaster inside & outside (Only for shaft) In Cm 1:3,

Finishing With Cement Slurry, P/F 4 Mm Dia M.S.Steel Hdpe Coated Steps 35 Cm C/C At 35 Cm

Staggered Masonary In Cm 1:5, Rcc Slab In Cc1:1.5:3 of thickness 15 C.M.,Including

Cantering & Reinforcement (Single jalli at 15 C.M. c/c bothway 10 mm dia.)But Excluding The Cost

Of Manhole Seat Cover Etc..Completed Of Size 0.75 X 1.00 Meter (Inside Clear, M.H. length should

be parallel to the flow) (Based on Drainage SOR 2009-10)

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

2.00 to 3.00 meter depth, (Slab at below 0.60 mt. From G.L.) (for

pipe dia <=300 mm)

The rate shall be for a unit of No.

Item no.104

Making connection to the ex. M.H.in running sewer incl. Dewatering and other required

machinery etc. of following dia pipes at any convenient time. All damaged work shall be well

repaired as per instructions. etc..complete. (Based on Drainage SOR 2009-10)

a. 150 mm to 300 mm dia.

b. 400 mm to 600 mm dia.

The rate shall be for a unit of No.

Item no.105

Making connection to the ex. M.H.in running sewer incl. Dewatering and other required

machinery etc. of following dia pipes at any convenient time. All damaged work shall be well

repaired as per instructions. etc..complete. (Based on Drainage SOR 2009-10)

(A) up to 0.15 mt. (@ Two Coarse)

(B) up to 0.35mt. (@ Four Coarse)

The rate shall be for a unit of No.

Item no.106

RCC Precast M.H.Frame & Cover Manufacture , supply & Delivery at store or at side of

work Precast RCC M200 Frame & Cover Suitable to drainage M.H. and as per type design &

Drawing including cost of reinforcement M.S. Angles or Flat , cutting mold work etc.(GWSSB SOR 2021-

Heavy Duty

Frame Suitable for 50 Cm opening of MH

Cover Suitable for 50Cm Opening Of MH

Light Duty

Frame Suitable for 50 Cm opening of MH

Cover Suitable for 50Cm Opening Of MH

House connection Chamber Light Duty

The rate shall be for a unit of No.

Item no.107

Providing , supplying & Laying ISI marked only standard length PVC FORMCOR pipes in

standard lengths of following class and diameter including all taxes,insurance,

transportiton, fright charges, octroi,inspection charges, loading, unloading, conveyance to

departmental stores, stacking etc. complete ( S-N-4) (1) 200 mm dia.

(MARKET RATE)

The rate shall be for a unit of Rmt.

CONTRACTOR'S SIGNATURE ADD CITY ENGINEER

& STAMP (West Zone)

Mobile No.:-

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6. xuLzh mt&u BþfJtbtk ytJ<e yluoMxble, xuLzhle hfblt 1% «btKu cukf duhLxe / zebtLz z[tVx / vu ytuzoh / jtufj btRfh auf&e s