Civil work/repair work to be carried out at the crematorium and various other locations in Thaltej Ward of North West Zone. (A.R.C.)

Name of Work:- Civil work/repair work to be carried out at the crematorium and various

other locations of Thaltej Ward in North West Zone. (A.R.C.)

Sr.No Oty. Item Description Rate Unit Amt.Rs.

Excavation for foundation up to1.5 m depth including

sorting out and stacking of useful materials and

1 disposing of theexcavated stuff upto 50 Meter lead.(A)

Loose or soft soil (R & B S.O.R 2023-24 I.no. Item Code

8 Upto 1.5 mt Depth 115.92 Cmt

8 1.5 to 3.0 mt.depth 128.52 Cmt

Filling available excavated earth (excluding rock) in

trenches, plinth, sides of foundations etc. in layers not

2 20 exceeding 20 cm. in depth consolidation each 129.10 Cmt

deposited layer by ramming and watering.

Providing and laying cement concrete1:5:10 (1-

Cement: 5- coarses sand and:10-hand broken stone

3 3 aggregates 40mm nominal size) and curing 2492.51 Cmt

complete excluding cost of formworkin (A) Foundation

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

Cement: 4- coarses and:8 hand broken

4 5 stoneaggregates 40mm nominal size) and curing complete 2653.67 Cmt

excluding cost of formworkin (A) Foundation and Plinth

Providing and laying cement concrete1:3:6 (1-

Cement: 3- coarses sand and:6-hand broken stone

5 2 aggregates 40mm nominal size) and curing 2976.00 Cmt

complete excluding cost of formworkin (A) Foundation

Providing and laying cement concrete 1:3:6 (1-

Cement:3-coarse sand:6-crushed stone aggregates

6 3 20mm nominal size) and curing complete including cost 4006.15 Cmt

of formwork in (A) wall caps/coping

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

Cement:2- coarse sand:4-graded aggregates 20mm

7 nominal size) curing complete excluding cost

of formwork and reinforcement.

Foundations, footings, base or columns and mass

a 2 concrete 3923.53 Cmt

Slabs, landing, shelves, balconies, lintels, beams,

b 1 girders and cantilivers upto floor two level 4012.47 Cmt

Independent piers, columns, and pillars, upto floor two level

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

coarse sand : 4 graded stone aggregates 20 mm nominal

size) for reinforced concrete chhajjas not exceeding

10 cm. thickness upto floors two level including

8 1 finishing the exposed surfaces with cement mortar 6487.07 Cu.M.

1:3 (1 cement : 3 find sand) to give a smooth and even

surface centering and form work and curing

complete excluding cost of reinforcement.

Providing and laying controlled cement concrete /

Ready Mix Concrete of M-200 and curing complete,

9 excluding the cost of form work and reinforcement for

reinforced concrete work in:

Foundations, footings, base of columns, and mass

(A) 2 concrete. 3977.88 Cu.M.

(B) 2 Walls from top of foundations /level up to floor Two level. 4484.17 Cu.M.

Slabs,landing,shelves,Balconies Lintels, Beams, Girders

(C) 1 and Cantilever upto floor 4460.36 Cu.M.

(D) 1 Columns, pillars, posts, and struts, up to floor two level. 4558.20 Cu.M.

(E) 1 Staircase up to floor two level. (excluding landing) 5418.91 Cu.M.

(K) 1 Vertical and horizontal fins up to floor two level. 4701.97 Cu.M.

Providing and Laying ordinary cement concrete 1:2:4

(1-Cement 2-coarsesand: 4-graded stone aggregates

20 mm nominal size) and finishing smooth with curing

10 1 etc. complete including the cost of form work but excluding 6241.78 Cum

the cost of reinforsement for R.C.C work in (iv) Slabs

having more than 13 cm and upto 15 cm.thickness

Providing and Laying ordinary cement concrete 1:2:4

(1-Cement 2-coarsesand: 4-graded stone aggregates

20 mm nominal size) and finishing smooth with curing

11a 1 etc. complete including the cost of form work but excluding 7401.59 Cum

the cost of reinforsement for R.C.C work in (iv) Slabs

having more than 8 cm and upto 10 cm.thickness

Brick work using common burnt clay building

bricks having crushing strength not less than

12 35kg./Sq.Cm.in foundation and plinth in Cement

Mortar1:6 (1-Cement :6 - fine sand)

5 (A) Conventional (upto 10 ton) 3981.21 Cmt

5 B) Modular 4241.70 Cmt

Extra Rate for brickwork in Above Item for super

13 structure above plinth level upto floor two level (B)

a 5 (A) Conventional 272.25 Cmt

b 5 B) Modular 262.35 Cmt

C) above floor two level Item No. 2(6.13) (A) Modular Per

D) above floor two level Item No. 2(6.13) (B) Conventional Per

Providing and laying in position Ready Mixed M250 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 in transit 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

13a 2 laying, excluding the cost of centering shuttering finishing 4853.56 Cmt

and reinforcement including cost of admixtures in

recommended proportions as per IS: 9103 to accelerate/

retard setting of concrete, improve workability without

impairing strength and durability as per direction of the

Engineer - in - charge. Without Fly Ash (Min cement level as

per latest IS 456 shall be maintained) (Cement level 450 kg

Half brick masonry in common brunt clay building

bricks having crushing strength not less than 35 Kg/Sq.Cm.

14 10 in Cement mortar 1:5 ( 1-Cement : 5 coarse sand ) in 583.49 Smt

foundation and Plinth conventional brickwork

Extra for half brick masonry in super structure above

15 20 plinth level upto floor two level (B) conventional 52.80 Smt

Providing form work in ordinary timber planking so as

to give a rough finish including centering, shuttering,

strutting and propping etc. height of propping and

16 centering below supporting floor to celling not exceeding

4 M & removal of the same for in situ reinforced or

plain concrete work upto floor four level

Foundation, footings, bases of columns etc. and mass

a 10 concrete. 171.68 Smt

(B) Flat surfaces such as soffits of supspened floors slabs

b 5 Landings and the like. (1) Floors etc. upto 200 mm in 252.00 Smt

(B) Flat surfaces such as soffits of suspended floor roof

c 5 slabs Landings and the like. (2) Floors etc. above 200mm in 270.90 Smt

Vertical surface such as walls (any thickness) partitions and

d 10 the like including attached buttresses & string course & the 229.95 Smt

(ii) Sides And Soffits Of Beam, Haunchings

e 5 Cantilevers, Girders, Bressumers And Lintels Not 192.15 Smt

Exceeding 1 M In Depth.

(G) Columns PillarsPosts and struts. (1) Square

f 5 Rectangular Polygonal in plan. 297.68 Smt

g 5 (2) Circular or curved in plan. 422.10 Smt

(H) (2) Sides and soffits of Beams Beam Haunchings canti-

h 5 levers Girders Bressumers and Lintels exceeding 1M.in 259.88 Smt

Providing and fixing 35 mm thick panelled, glazed or

panelled and glazed shutters for Doors windows and clear

17 story windows including anodised alluminium But

hinges with necessary screws and indian teak wood

a 1 (A) Plywood sheet panels. 3459.09 Smt

b 1 (B) Particle board panels 3464.51 Smt

c 1 (C)Hard board panels. 3433.65 Smt

d 1 (D) Asbestos sheet panels. 3406.53 Smt

Providing and fixing 25 mm thick shutters for cup

boards etc. including black enamelled M.S. butt hinges

18 2 with necessary screws.(A) Indian teak wood. (i) Fully 3006.75 Smt

Providing and fixing 25 mm thick shutters for cupboards etc.

a 2 including anodised alluminiu butt hinges with necessary 3006.75 Smt

screws. (A) Indian teak wood. (ii) Fully Glazed.

Providing and fixing 25 mm thick shutters for cupboards etc.

including anodised alluminiu butt hinges with necessary

b 3 screws. (A) Indian teak wood. (ii) Partly panelled and partl 2814.42 Smt

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

wooden frames of windows etc. with M.S. flats at

19 100 required spacings and frame alround, square or 100.17 kg

round bars with round headed bolts and nuts or by screws

(A) Plain Grill.

Providing and fixing glazed louvered glass

windows and ventilators with teak wood frame 10 cm.

20 1 x 7 cm. size including 3 coats of oil painting to wood 4102.54 Smt

work etc.complete.

Providing and fixing glazed louvered glass

windows and ventilators with teak wood frame

21 1 cm.x7 cm. size including 3 coats of oil painting to 4332.47 Smt

wood work etc.complete.with wooden louvers plank 12mm

Providing and fixing 35 mm thick shutters for Doors,

windows and clere story windows including Indian

teak wood frames 10 cm x 7 cm. size including

22 1 anodized alluminium fixtures and fastenings including 4595.06 Smt

primer coat of approved quality and two coats of oil

painting etc, complete.(ii) Fully Glazed.

Providing and fixing 35 mm thick shutters for Doors,

windows and clere story windows including Indian

teak wood frames 10 cm x 7 cm. size including black

23 1 enamelled iron oxidixed fixtures and fastenings 5285.45 Smt

including primer coat of approved quality and two coats of

oil painting etc, complete.(ii) Fully Panelled.

Providing and fixing 35 mm thick shutters for Doors,

windows and clerestory windows including Indian teak wood

frames 10 cm x 7 cm. size including anodized alluminium

a 1 fixtures and fastenings including primer coat of approved 4940.25 Smt

quality and two coats of oil painting etc, complete. (iii) Partly

panelled and partly glazed.

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

top 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)

24 2 thick, 20 mm wide cross PVC sheet as gap insert for top 1135.02 Smt

rail and bottom rail, Panelling of 5 stiles and rails with

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 side of the ‘c’

channel using PVC solvent cement adhesive etc.

complete as per direction of Engineer incharge,

manufacture’s specification and drawing.

Providing and fixing in position collapsible steel

shutters with vertical channels 20 x 10 x 2 mm braced

with flat iron diagonal 20 x 5 mm size with top and

bottom rails T iron 40 x 40 x 6 mm with 38 mm dia steel

pulleys complete with bolts, nuts, locking arrangements,

stoppers, handles, including a priming coat of red

lead paint & approved make.

Providing and fixing 1 mm thick M.S. sheet sliding

shutters with frame and diagonal braces of 40x40x6

mm angle iron, 3.15 mm M.S.gusset plates at Junctions

and corners 25 mm dia. pulley, 40x40x6 mm

26 1 angle and T-iron guide rail at top and bottom 3652.12 Sqm

respactively with handles, stoppers and locking

agangement etc, including applying a priming coat of

red lead paint.

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 (1.37kg/mt) Shutter

27 1 middle section at 100x44.3 wt.(1.37 kg/mt) incl.providing 2900.00 Smt

& 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

Providing and fixing extruded aluminum window having

extruded aluminum Colour r 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 Sq.

28 1 18mm x 1.29mm @ wt.of 0.456Kg/mt,vertical member of 2119.14

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

mm thick transparent bronze colour tinted float glass with

powder coated aluminum fittings and fixtures and

transparent silicon sealant glass fixing to frame as per

details etc complete for window.

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

29 1 section of 63.50 x 38.50 mm. (wt. 0.68Kg/Rmt) incl. 1950.00

Providing & Installing 5 mmthick approved color Acrylic

sheet of standard quality etc. comp.

Providing and fixing standared extruded of

alluminium section of size 63 mmx38.10 mmx1.2 mm

(Jindal Section:2434, or equivalent @ Wt.0.643 Kg/mt) Sq.

30 1 with colour anodized alluminium frame for 1163.92

ventilation with 5 mm thick frosted glass as details etc

complete for Ventilation

Providing and fixing standared extruded of alluminium

section of size 63.50 x 38.10 x 1.95 mm,@ Wt 1.094Kg /

31 2 Rmt with colour Powder Coated alluminium frame with 5 2141.88 Sq.M.

mm thick transparent bronze colour tinted float glass as

details etc complete for Fix Partition

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

32 2 mix 3:1 (3- Cement:1-Marble powder by weight) in 811.13 Sqm

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)

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

33 2 marble powder mix 3:1 (3-Cement: 1 marble powder 869.40 Sqm

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)

Providing and laying white glazed tiles 6mm thick in flooring

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

34 10 cement mortar 1:3 (1-cement : 3-coarse sand ) finishing with 908.17 Sq.M.

Providing and laying Ceramic tiles 6 mm thick in flooring

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

35 20 cement mortar 1:3 (1- cement :3-coarses and) finishing 960.47 Sq.M.

with flush pointing in white cement.

Providing & Fixing 20 mm thick Mirror Polished

Decorative Granite Board with Computerised Golden

36 2 Letters Discription as per instructions of engg. 4304.00 No.

in charge to M.S. frame structure for

Inaugaration & Public Handover Function (N.S.)

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

in flooring treads of steps and landing laid on a bed of

37 10 12 mm thick cement mortar 1:3 (1-cement:3-coarses 1469.91 Sq.M.

and) finishing with flush pointing inwhite cement.

Providing and laying Vitrified tiles 8 to 10 mm thick, 24''x24''

in skrting risers of steps and dedo on 10 mm thick cement

38 4 plaster 1:3 (1- cement: 3-coarse sand) and 1130.15 Sqm

jointed with white cement slurry

Providing and laying Vitrified tiles 8 to 10 mm thick, in

skrting risers of steps and dedo on 10 mm thick cement

39 5 plaster 1:3 (1-cement:3- coarse sand) and jointed 1523.61 Sqm

with white cement slurry

Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x

24'' in flooring treads of steps and landing laid on a bed of Sq.

40 10 12mm thick cement mortar 1:3 (1- cement : 3-coarse sand ) 1062.50

finishing with flush pointing in white cement.

Providing and laying 24" x 24" vitrified 8 to 10 mm

th.Double Charged Gloosy / Matt tiles of Approved

make as Approved by Adl.C.E. / Consultants for upto

cm high skirting as approved by Engineer in charge

41 15 over 10 mm thick cement mortar 1:6 (1 cement : 6 coarse 165.00 Rmt

sand)on new surface& jointed with colour cement slurry

incl with flush pointing & cleaning the surface etc. comp.

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 (1-

42 8 Lime putty:1.5-coarses and) laid over and jointed with 982.83 Sq.M.

grey cement slurry mixed with pigment to match the

shade of slab including rubbing and polishing etc.

complete. (A) 25 mm thick

Providing and laying marble stone slab flooring over 20mm

(average)base of cement mortar 1:6 (1-cement : 6 coarse

sand) or L.M. 1:1.5(1- lime putty : 1.5 - coarse sand) laid

43 1 and jointed with gray cement slurry including rubbing and 2194.63 Sq.M.

polishing complete. (A) Marble slab 25mm thick

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

44 5 and jointed with grey cement slurry including rubbing 1085.48 Sq.M.

and polishing etc.complete. (B) 30 mm thick

Providing and laying polished kota stone slab 25 mm thick in

risers of steps, skirting Dedo and pillars laid on 10 mm thick

cement mortar 1:3 (1-Cement :3 coarses and) and

45 5 jointed with gray cement slury mixed with pigment to 1176.03 Sq.M.

match the shade of slab including rubbing and

polishing etc.complete.

Providing and laying cement concrete flooring 1:2:4

(1-cement: 2-coarses and:4-graded stone aggregate

46 5 20mm nominal size) laid in one layer and finished with a 297.68 Sq.M.

floating coat of neat cement. (A) 40mm thick.

Providing and laying cement concrete flooring 1:2:4

(1-cement: 2-coarse sand:4-graded stone aggregate

47 5 20mm nominal size) laid in one layer and finished with a 348.08 Sq.M.

floating coat of neat cement. (B) 50mm thick.

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

48 10 white cement including rounding off junctions and 739.89 Sqm

extending them up to15 cm along the wall, clearing with

water and oxalic acid etc.as directed.

Providing and laying coloured glazed tiles of the

size 300 mmx200 mmx8 mm/300 mmx450 mmx8 mm

49 1 in skirting, risers of steps and dedo on 10 mm. thick 1426.95 Sqm

cement plaster 1:3 (1cement: 3 coarse sand) &

jointed with white cement slurry.

Providing ridges or hips 600 mm overall in plain G.I.

sheet class-3 fixed with G.I. J or L Hooks and nuts

50 1 mm dia G.I. Limpet and bitumen washer complete. (1) 635.58 Sqm

0.80 mm thick sheet.

Providing and fixing 150 mm wide 450 mm over all semi

circular plain G.I.sheet class-3 gutter with Iron brackets

51 1 40 mmx3 mm size Bolts, Nuts, washers etc. 555.71 Sqm

including making necessary connection with rain water

pipes. (i) 0.80 mm thick Sheet.

Providing and fixing five courses water profing

treatment with bitumen felt consisting of second and

fourth course of blown/ bitumen or/and residual

bitumen applied hot at 1.2 kg.per Sq.M.of area for

each course and first course with fibre base bitunen

saturated under lay type land third course with fibre base

52 5 self finished felt type 2 grade 1 and fifth and final course 466.84 Sqm

of stone grit 6 mm and down size or pea sizes gravel

spread at 0.008 Cu.Metre/Sq.metre

preparation of surface excluding grading complete.

Providing and fixing on wall face C.I. Rain water pipe

including filling the joints with spun yarn soaked in neat

53 1 cement slurry and cement mortar 1:2(1- Cement : 283.62 Rmt

2-fine sand) (A) 75 mm dia.

Providing 15 mm thick cement plaster in single coat

on Rough (Similar) side of single or half brick walls for

54 45 interior plastering up to floor two level and finished 174.83 Sqm

even and smooth in (i) Cement mortar 1:3 (1-cement :3-

Providing 20 mm thick sand faced cement plaster on walls

upto height 10 metres above ground level consisting of

55 10 12mm thick backing coat of C.M. 1:3 (1-cement : 3-sand) 297.68 Sqm

and 8mm thick finishing coat of C.M. 1:1 (1-cement : 1-

sand) etc. complete.

Colour washing with lime on wall surface (two coats)

over and including a primary coat of white washing to

56 23 give an even shade after through brooming the surface to 12.29 Sqm

remove all dirt, dust, mortar drops and other foreigh

Removing dry or oil bound distemper by a

washing and scraping and sand papering the wall

57 10 surface smooth including necessary repairs to 11.19 Sqm

scratches complete.

Distempering with dry distemper of approved brand and

manufacture (two coats) and of required shade on wall

surfaces of given an even shade, over and including

58 43 a priming coat of whiting after thoroughly brooming 46.94 Sqm

the surface free from mortar dropping and other

foreign matter.

Distempeing (Two coats) with oil bound distemper of

approved brand and manufacture and of required

shade on wall surfaces to give an even shade, over

and including a priming coat with distemper primer

of approved brand and manufacture after

thoroughly brushing the surface free from mortar

dropping and other foreign matter and also

including preparing the surface even and sand papered

Extra Coat for Above Item over above for every

60 5 subsequent coat of approved brand and manufacture. 30.09 Sqm

Wall painting (two coats) with plastic emulsion paint of

approved brand and manufacture on undecorated

wall surface to give an even shade including throughly

61 45 brushing the surface free from mortar droppings and 78.44 Sqm

other foreign matter and sand papered smooth.

Extra over item for every sub sequent coat of wall

62 50 painting with plastic emulsion paint of approved brand 33.39 Sqm

Extra over item for painting with plastic emulsion paint of

62 a 40 approved brand on ceilings and sloping roofs. 5.36 smt

Applying priming coat over new steel and other metel

surface after and including preparing the surface by

throughly cleaning, oil, grease, dirt and other

63 30 foreign matter and scoured with brushes fine steel wood, 34.34 Sqm

scrapers and sand paper with ready mixed priming

paint brushing red lead.

Painting two coats (excluding priming coat) on new

steel and other metal surface with enamel paint,

64 25 brushing, interior to give an even shade including 86.94 Sqm

cleaning the surface an even shade including cleaning

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

Painting one coats (excluding priming coat) on

previously painted steel and other metal surface with

65 55 enamel paint, brushing to give an even shade including 54.35 Sqm

cleaning the surface of all dirt, dust and other foreign

66 10 Extra over item for every sub sequent coat of paint. 50.40 Sqm

Painting two coats (excluding priming coat) on new

steel and other metal surface with synthetic enamel

67 5 paint, brushing to give an even shade including cleaning 64.66 Sqm

the surfaceofalldirt,dust and other foreign matter.

Painting one coats (excluding priming coat) on

previously printed steel and other metal surface with

68 5 synthetic enamel paint, brushing to give an even shade 43.79 Sqm

including cleaning the surface of all dirt, dust and other

foreign matter.

Extra over Above item for every sub sequent coat of

69 5 paint. 43.47 Sqm

Painting two coats (excluding priming coat) on

external surface of new rain water, soil, waste and vent

pipes and fittings with ready mixed bituminous brushing,

70 10 black, anti corrosive to give an even shade including 20.16 Sqm

cleaning of all dirt, dustand other foreign matter.(75 mm dia)

Painting two coats (excluding priming coat) on

external surface of new rain water, soil, waste and vent

pipes and fittings with ready mixed bituminous brushing,

71 10 black, anti corrosive to give an even shade including 25.05 Sqm

cleaning of all dirt, dust and other foreign matter.(100 mm

Painting two coats (excluding priming coat) on new

wood and wood based surface with enamel paint,

interior to give an even shade including cleaning

72 40 the surface of all dirt, dust and other foreign matter 26.78 Sqm

sand papering and stopping. (a) Ready mixed paint

brushing wood primier pink.

Painting one coats (excluding priming coat) on

previously painted wood and wood based surface with

73 35 enamel paint, to give an even shade including cleaning the 26.78 Sqm

of all dirt, dust and other foreign matter.(b) Ready mixed

paintbrushing priming for enamel

Extra over Above item for every sub sequent coat of

74 5 paint. 24.26 Sqm

Painting two coats (excluding priming coat) on new

wood and wood based surface with ready mixed

75 45 paint, brushing, oil, gloss, semi gloss to give and even 104.12 Sqm

shade including cleaning of all dust, dirt and other

foreign matters and papering and stopping.

Finishing wall with weather proof exterior emulsion

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

76 30 shape even shade after thoroughly brushing the surface to 113.40 Sqm

remove all dirt, and remains of loose powdered

materials.etc complete

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

77 25 wall surface to give an even shade including thoroughly 40.19 Sqm

brushing the surface free from mortar dropping and other

foreign matter and sand papered smooth.

Painting one coats (excluding priming coat) on previously

painted wood and wood based surface with enamel paint, to

78 40 give an even shade includingcleaning the of all dirt, dust and 55.13 Sq.M.

other foreign matter.

Writing letter or figures on any surface with black per

japan paint (stops, comas, hyphens and the like not to letter

79 50 be measured and paid for separately) (i) Block 3.15

(Letters/Figures) (Per 10 Letter pet CM.HT) Cm/Ht

Demolition including stacking of serviceable materilas

80 5 and disposal of unserviceable materials with all lead and 1047.38 Cu.M.

lift. (i) R.C.C. work

Demolition of Brick work and stone masonry including

stacking of serviceable materil as and disposalof

81 15 unserviceable materials with all lead and lift.(ii) In Cement 544.95 Cu.M.

Dismentaling tiled of stone floors laid in mortar including

82 20 stacking of serviceable materil as and disposal of 47.25 Sqm

unserviceable materials with all lead and lift.

Dismentaling of sheet roofing including ridges, Hips,

Valleys, Gutters etc. stacking of serviceable materil as

83 1 and disposal of unserviceable materials with all 47.25 Sqm

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

Dismentling steel work including distempering and

84 52 stacking the materials with all lead and lift. 2.42 Kg.

Dismentling doors, windows, ventilators etc. (wood

or steel) shutters including chowkhats architraves,

85 22 hold fasts and other attachment etc. complete and 185.85 Each

stacking the material within all lead and lift.(i) Not exceeding

3 Sq.M. in area.

Dismentling doors, windows, ventilators etc. (wood

or steel) shutters including chowkhats

86 30 architraves,hold fasts and other attachment etc. 248.85 Each

complete and stacking the material with in all lead and

lift.(ii) Exceeding 3 Sq.M.in area.

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

Dismentling C.I. pipes G.S.W. pipes abd A.C. rain

88 15 water pipes with fittings and clamps including stacking 74.03 Rmt

the materials with all lead and lift (for any dia, of pipe)

Dismantling santtary fittings like wash basin . W.C. pan

89 20 Indian and Europe an type, flushing tank etc. including 401.63 Each

stacking the materials with all lead and lift

Scraping oil paint from steel and other metal surface

90 30 and making the surface even (with Hand Scraping.) 48.83 Smt

Removing and scraping of old deteriorated plaster

of any thickness from wall / R.C.C member

91 5.00 including stacking of serviceable material and disposal 19.38 Smt

of unserviceable from site of work with all lead and lift

Providing and fixing M.S. fan clamps of shape

92 5 and size as specified in existing R.C.C. slab including 168.53 Each

cutting chase and making good.

Cutting out cracks of roof terrace to V-section, cleaning

93 5 out, wetting, grouting with cement and sand slurry 1:3 64.58 Rmt

(1-cement 3-sand )

Cutting out cracks roof terrace to V-Section cleaning out

94 5 and filling solidly with a hot mixture of bitumen 75.29 Rmt

and clean dry sand (1:1 by weight)

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 Sq.

95 2 middle section at 100x44.3 wt.(1.37 kg/mt) incl.providing 2900.00

& installing 5 mm thick approved color Acrylic sheet

of standard quality fixed with glazing chips on upper

pannel & Laminated sheet on lower pannel (wtt.0.13

kg/Rmt) etc.comp.as direction of engg.in charge.(N.S.)

Providing & Fixing in position Fully Panelled / Partly

Panelled Partly Glazed / Fully Glazed 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 vertical & top section

Shutter bottom section at 114.3 x44.45mm at ( 1.37 kg/mt

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

incl. providing & installing 5 mm thick Glass of

standaed quality fixed / 12 mm thick Laminated sheet

with glazing chips (wt. 0.13 kg/ Rmt) in panels etc.

comp. as per Detail Given & direction of engg.in

Providing & Fixing in position Alluminium window

2/3/4 track sliding / fix type with frame using approved

anodised extruded alluminium section as approved by Sq.

97 2 Engg. In charge.(Jindal alluminium) units 4518.00

equivalent. including P/F installing 5 mm thick clear/tinted

Glass of standard quality etc.comp.

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 Sq.

38.50 mm. (wt.0.68 Kg/Rmt) incl. Providing & M.

Installing 5 mm thick Glass of standard quality etc.

Providing and fixing of Ridge flashing for roof

panel shall be made out of 0.5 mm thick pre

coated GI sheet. The Pre coatedsheet shall be of

minimum 240 mpa steel grade confirming to IS

14246:1995 and shall have zinc coating of minimum

120 gsm as per IS:277:1992, 5-7 microns epoxy

primer on both side of the sheet and polyester top coat

99 1 15-18 micron. The PP GI Sheet shall have plastic 510.10 Sqm

protective guard film of minimum 25 microns to avoid

scratches during transportation. The ridge shall be fixed

to the steel members by poprivetor self drilling/self

stitching fastners @ maximum 450mm c/c along length of

capping/flashing etc complete .

Supplying and fixing vinyl flooring over the surface

100 1 having 1-2 mm thickness as per directed by 963.00 Smt

engineer incharge etc as completed (N.S.)

Providing and fixing 1.20 Metre high fencing with

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

102 2 barbed wire weighting 9.38 Kg. per 100 Metre, strained 385.40 Rmt

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.

Renovation and Repairing work in Chainlink fencing

any size and also refixing work incl. febrication work

103 2 with all materails to be painted one coat of primer 735.00 Rmt.

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

Constructing a sink (chowkedi) with C.C. 1:2:4,

cm. thick over B.B. masonry in C.M, (1:6) in front and

104 1 dwarf wall 1.0 Mt. high and 23 cm. thick cement 2235.66 Rmt

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

flooring in 1:2:4: mix 5cm.dia.drain pipe etc.complete.

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.

105 1 thick slab with marble chips set in C.M. (1:6) (6 mm thick 933.98 Rmt

terrazo) with plastering on exposed faces walls in C.M.

(1:4) etc complete.

Extra rate for using Ready Mix Concrete of any

grade for below ground level to vertical upto any floor

106 1 with delivery & suction Pipe & Pump etc. The rate 760.00 Cmt

includes fule, pump operator, skilled labor, driver etc

completed and as per direction of engineer in charge

P/A Tremix with dewartering machine and floater

machine on constructed CC work for finishing the

surface as per requirement. The rate including all

107 3 machinaries, labor, loading, unloading, 54.00 Sq.M.

transportaion etc complete as per direction given by

engineer incharge.

Carrying out timber treatment to all wood work including

drilling holes and spraying oil based chemical solution on

surface of timber work for termite control including labor and

material etc. complete. Using Chlorpyriphos20 EC as per

6313 2013 Part III (1% concentration by mass) is

108 5 recommended one litre chemical emulsion diluted with 19 54.98 Smt

liters of kerosene. Total diluted concentration will be 20 liters

inclusive of 1 liter chemical emulsion application in drilled

holes and 0.75 / Litre chemical per one Sqmt two coat on

wood surface not protected by paint or varnish.

Applying general insecticide pest control treatment to floors,

cupboards etc including labour materials etc. complete.

Using Imidacloprid 30.5 SCas Per IS 6313 part -II( (0.075%

concentration by mass) is recommended 10.5ml chemical

109 5 diluted with 5 liters of water application 0.5 litre chemical 88.40 Smt

/Sqm of surface is recommended as per I.S.

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

110 5 Consentration Weight on percentis recommended i.e one 104.90 Smt

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

Carrying out wall treatment for termite control including

spraying with chemical solution in oil base including labour

and material Using Chlorpyriphos 20 ECAs per IS 6313 part

- II (1% concentration by mass) is recommended i.e one litre

111 4 chemical emulsion diluted with 19 liter oil base. Total 37.34 Smt

solution will be 20 liters inclusive of one liter chemical

emulsion application at the rate of 7.5 litre chemical / Sqm of

surface is recommended as per I.S.S

Providing erecting and fixing double coated

Syntex or equivalent PVC.(ISI) water tank of required

112 5 capacity each with all necessary fittings and connection 3.91 Litre

etc. complete on terrace.

Providing and fixing to wall, ceiling and floor galvanised

Mild steel tubes (Medium grade) of the following

113 nominal bore, tube fitting and clamps including making good

the wall ceiling and floor.

Providing and laying in trenches galvanised mild

steel tubes (Midium grade) of the following nominal

114 bore, and tube fitting (Earth work in trenches to

be measured and paid for separately)

Making connection of galvanised Mild steel distribution

branch with galvanised mild steel main 50 mm to

115 5 mm nominal bore by providing and fixing tee 600.08 Each

including cutting and threading the pipes complete.

Providing and fixing to wall ceiling and floor 6.0 Kg.F/Cm2

working pressure poluthene pipes of the following out

side Dia. Low densidy, complete with special

116 falnge compression type fittings,wall clips

etc.including making good the wall ceiling and floor.

Providing and fixing to wall ceiling and floor

10.0Kg.F/Cm2 working pressure polythene pipes of

the following out side Dia. Low densidy, complete

117 with special falnge compression type fittings, wall

clips etc. including making good the wall ceiling and

Providing and fixing cast iron (Spun) Nahni trap of

the following nominal diameter of self cleaning design

118 2 with C.I. screaed down or higned grating including 600.08 Each

cost of cutting and making good the walls and floor

mm inlet and 50 mm outlet.(C)100mm dia.

Providing and fixing water closet squatting Pan

(Indian type W.C.Pan) size 580 mm (Earth work,

119 2 bed concrete, foot rest and trap to be measured and 926.10 Each

paid for separately) (A) Vitreous China. (I)Long pattern =

Provdg. & fixing wall mounted White / Color

Vitreous China European water closet with

120 3 integral P trap of "Cera" - Clair Series or equivalent 4250.00 No.

incl. seat cover , Chair Bracket etc. complete as per

direction of engg. In charge.(N.S.)

Providing and fixing wsh 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

121 5 (1- Cement:1-fine sand) (Seal and cover to be measured 1290.80 Each

and paid forseparately) (A) vitreous China Pattern :(i)

in white colour

Provdg. & Fixing Flat Back Large Urinal of White/ colour of

"Cera" or " Hindware" incl. C.P. Brass waste coupline

122 4 waste pipe, pvcconnection etc. Complete.( size 635 1850.00 No.

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

123 5 series or equivalent standard make as approved by 675.00 No.

engg. in charge all complete. (N.S.)

Providing and fixing 100 mm size P or S trap for

water closet squatting pan including jointing the trap with

124 5 the pan and soil pipe in cement Mortar1:1 (1-Cement : 311.85 Each

1-Fine sand)(A) Vitreous China.

Providing and fixing wash basin with single hole for

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

125 4 including sutting holes and making good the same but 1400.18 Each

excluding fittings. (A) Vitreous China: (ii) Flat Back wash

basin 550 mm x v 400 mm size.(i) In white colour.

Providing and fixing Kitchen sink with C.I. or M.S.

brackets, painted white including cutting holes in walls

126 1 and making good the same but excluding fittings. © 2257.69 Each

Vitreous China Sink. (i) 600 mm x 450 mmx 150 mm size

Providing and fixing 600 mm x 450 mm bevelled edge

mirrror of superior glass mounted on 6 mm thick A.C.

127 4 sheet or ply wood sheet and fixing to wooden pluge with 825.48 Each

C.P. brass screws and washers.

Providing and fixing chromium plated brass halftrun flush

128 cock of approved quality including fixing in pipe line etc.

Provdg. & fixing White / Color Vitreous china Counter

wash basin with signle hole for pillar tap of "Cera " -

Concord series of 550 x425 mm size to be fiited in stone

counter with necessary brackets painted white incl.

cutting holes and making good the same .Cost Includes

129 2 P/F C.P. brass waste coupline, 32 mm dia fisher union 2950.00 No.

,15 mm dia. Pillar cock & Angle cock of " Ess Ess"-

Trend series ,32 mm dia. Waste pipe etc. complete

as per dir. of engg. in charge.

Providing and fixing wash basin with single holefor pillar tap

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

130 2 holes and making goodthe same but excluding fittings.(A) 1400.18 No

Vitreous China:(ii) Flat Back washbasin 550 mm x v400mm

size. (i) In white colour.

Providing & Fixing S.S.304 Grade Sink of Nirali /

131 1 Krishna or Equivalent Make for Kitchen Platform 4650.00 No.

of size : 24":x18" as per Direction of engg. In charge

Providing and fixing C.P. brass towel rail comlete

132 3 with C.P.brass brackets fixed to wooden plugs with 597.22 Each

C.P. brass scews.(B) 600mm x 20mm size.

Providing and fixing 600 mmx120 mm glass shelf with

133 2 C.P. brass bracket and guard rail complete mixed to 561.03 Each

wooden plug with C.P.brass screws.

134 5 Providing and fixing toilet paper holder. (A) C.P.Brass 414.53 Each

Providing and fixing screw down bib taps of following

135 size. (A) Brass screw down bib tap polished bright.

8 (i) 15mm dia. 184.98 Each

8 (ii) 20mm dia. 212.68 Each

Providing and fixing screw down bib taps of following

136 size. (B) Brass chromium plated screws down Bib Tap.

5 (i) 15mm dia. 184.98 Each

5 (ii) 20mm dia. 212.68 Each

Providing and fixing screw down bib taps of following

137 size. © Gun metal screw down bib tap.

10 (i) 15mm dia. 157.29 Each

10 (ii) 20mm dia. 176.09 Each

Providing and fixing pillar tap, capstan head, screw

138 down high pressure with screws, shanks and back nuts.

5 (i) 15mm dia. 305.67 Each

5 (ii) 20mm dia. 351.18 Each

Providing and fixing Gun metal check or non-return

139 fullway wheel valve.

5 (i) 15mm dia. 184.98 Each

4 (ii) 20mm dia. 201.80 Each

5 (III) 25 MM DIA 416.47 Each

4 (E) 40mm dia 656.86 Each

Providing and fixing chromium plated brass half trun

140 flush cock of approved quality including fixing in pipe line

5 (i) 20mm dia. 252.26 Each

5 (ii) 25mm dia. 261.16 Each

5 (iii) 32mm dia. 273.03 Each

Providing and fixing Urinal or approved quality

including conecting the Urinal with waste pipe , tap

141 5 etc.complete. (A) White earthen ware flat back or corner 1026.01 Each

type size 430mm x 260mm x 350mm.

Providing and fixing Urinal of approved quality

including connection with trap and with integral

142 3 longitudinal flush pipe. (A) Squating plate pattern 1535.63 Each

white earthen ware 550mm x 300mm.

Providing and fixing chromium plated, bottle trap

143 8 with necessary couplings of approved quality for wash 292.87 Each

Providing and fixing ball cock ofapproved quality as

144 4 directed. (A) Copper Metal (i) 25mm dia. 131.57 Each

Providing and fixing ball cock of approved quality as

145 4 directed. (B)Abonite (i) 25mm dia. 101.89 Each

Filling with good Quality thor as and where directed

by the Architect / Engineer-in-charge, in sunk in layers

146 1 of 15 cm. thickness, including watering, ramming well etc. 3850.00 Cmt

complete, as directed by the Architect / Engineer-in-

Providing laying and jointing in true line and level 15 mm

dia. U.P.V.C. Pipe (SCH-40) for cold water including

fittings make PRINCE/ SUPREME/ ASTRAL/ FINOLEX or

equivalent as approved by Engineer In Charge.

Pipe shall be fixed on the wall with the help of clamp at

147 22 every two metre C/C or shall be concelled as 71.93 Rmt

directed including necessary fittings etc. including

testing of pipe and joints and fixing the same with solvent,

including cost of all materials.adhesive

Providing laying and jointing in true line and level 25 mm

dia. U.P.V.C. Pipe (SCH-40) for cold water including

fittings make PRINCE/ SUPREME/ ASTRAL/ FINOLEX

orequivalent as approved by Engineer In Charge.

Pipe shall be fixed on the wall with the help of clamp at

148 10 every two metre C/C or shall be concelled as 90.93 Rmt

directed including necessary fittings etc. including

testing of pipe and joints and fixing the same with adhesive

solvent, including cost of all materials.

Providing laying and jointing in true line and level 32 mm

dia. U.P.V.C. Pipe (SCH-40) for cold water including

fittings make PRINCE/ SUPREME/ ASTRAL/ FINOLEX or

equivalent as approved by Engineer In Charge.

Pipe shall be fixed on the wall with the help of clamp at

149 15 every two metre C/C or shall be concelled as 117.97 Rmt

directed including necessary fittings etc. including

testing of pipe and joints and fixing the same with adhesive

solvent, including cost of all materials.

Providing laying and jointing in true line and level 40 mm

dia. U.P.V.C. Pipe (SCH-40) for cold water including

fittings make PRINCE/ SUPREME/ ASTRAL/ FINOLEX or

equivalent as approved by Engineer In Charge.

Pipe shall be fixed on the wall with the help of clamp at

150 5 every two metre C/C or shall be concelled as 146.65 Rmt

directed including necessary fittings etc. including

testing of pipe and joints and fixing the same with adhesive

solvent, including cost of all materials.

Providing laying and jointing in true line and level 50 mm

dia. U.P.V.C. Pipe (SCH-40) for cold water including

fittings make PRINCE/ SUPREME/ ASTRAL/ FINOLEX or

equivalent as approved by Engineer In Charge.

Pipe shall be fixed on the wall with the help of clamp at

a 10 every two metre C/C or shall be concelled as 193.73 Rmt

directed including necessary fittings etc. including

testing of pipe and joints and fixing the same with adhesive

solvent, including cost of all materials.

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

151 10 specification. The rate shall also include providing 390.00 Rmt

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

Fixing sun film for protection sunlight in black or any colour

152 5 as as directd by engineer In Charge.(Market rate) 850.00 Smt

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

153 5 paste application for fixing the sheet . Rate also 1930.00 SqM

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.)

Providing 2 mm thick F.R.P. Gutter with necessary M.S.

154 1 Supporting Brackets. (N.S.) 400.00 Rmt

Hiring charges for J.C.B.machine inclduing cost of

155 5 fuel, operator, dirver etc.. ( 12 hours sift 600.00 Hrs.

day/night) (N.S.)

To provide tractor with hydraulic trolley, driver, 4 Nos. of

Labor with all tools like bucket drum, showels, trikam,

pavadas, etc,, to carryout different works during

156 5 monsoon for 12 Hrs. Shift. Work shall be carried out 1661.02 No.

as per the instrucitons of Engineer In-Charge.No extra

charged shall be paid for night shift.

Roller Blind Providing and fixing Roller Blind curtain

fixed on window level on wooden batten and curtain

lift with cotton thin rope, make of aerolax or

157 1 equivalent design and colour as per instruction by 3285.00 Smt

engineer – in – Charge with necessary hardware fitting,

material and labour etc complete.

Providing & Fixing Door closer - Door closers (Heavy type of

158 6 765 number) Hardwire or Everite Prabhat or Equivalent 474.58 No.

Providing and fixiing M.S. Fan clamps type 1 of 16 mm dia

M.S. bar bent to shape with hooked ends of R.C.C. slabs

159 5 during laying incl. painting the exposed protion of loops, all 124.74 No.

as per standard design complete.

Providing cement vata (10cm. x 10 cm. size) quarter round

160 15 in cement mortar 1:1 including neat cement finishing, 23.45 Rmt

watering etc. complete.

161 10 Making Water connection from exi.Muni. Water line (N.S.) 250.00 No.

Providing and applying fibere reinforced

cementitious micro concrete work in cellings and

beams incl.mixture of CEMSCREED HM (F)

fair mate company material, FBR bonding agent

162 2 material with water in suItable proportion anti 530.00 Smt

corrosive treatment on exposed beam,celling steel bars

with safeCore R incl.all kind of labour etc.comp.including

three coat of white wash.(Approved Rate)

Providing and Fixing 1 H.P. Electrical monoblock or

submarcible water pumps withmotor and required cable and

163 2 switch board of approved brand and make etc.comp.as 6800.00 Set

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

163 including bending, binding and placing in position complete

a up to floor two level

ProvidingTMTBarFE500/500Dreinforcement for

R.C.C.workincluding bending,binding and placing in position

b 100 complete upto floor two level placing in position complete 75.46 Kg.

upto floor two level placing in position complete upto floor

Providing and fixing 30mm thick solid both side prelam PVC

164 10 door shutter (sintex door-equivalent) with necessary 2867.00 Smt

alluminium fitting with EL-7 section frame

Conveyance charge of Earth,Lime, Murrum, building rubbish

earch manure or sludge and excavated rock and fly

165 50 ash,aggregate of any kind etc.comp.upto 5 km lead.(L.S.) 235.51 Cu.M.

Providing and laying polished granite stone slab 18 mm

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

166 8 cement mortar 1:3 (1 cement:3 coarse sand) and jointed 2690.00 Smt

with gray cement slurry including rubbing & polishing

Wall panelling with 12 mm MDF fixed to existing

alluminium framing and making grove as per design and

167 1 finished with royal plastic paint as per instruction of 1688.00 Smt

engineer incharge. (N.S.)

Providing and laying 15mm bamboza wooden

flooring as per architect's drawing with all

necessary details as directed by the project

consultants. Use underlay for better result as per

Detail specifications and directed by the project

consultants. (N.S.) (Approved Rate )

Applying two coats of Birla (whitecementbased)

or Asian (acryliclapy-putty) or equivalent & two coats

169 10 of primer of approved brand and manufacture on new 40.19 Sq.M.

wall surface to give an even shade including thoroughly

brushing the surface free from mortar dropping

Finishing wall with weather proof exterior emulsion paint on

wall surface (two coats) to give an required shape

170 10 evenshade after thoroughly brushing the surface to remove 113.40 Sq.M.

all dirt, and remains of loose powdered materials.etc

Providing and fixing flush door shutters, solid core

construction with frame of first class hardwood with

cross board and face veneer or plywood face panels,

with both side 1 mm laminate finishing including

anodized aluminum butt hinges with necessary

screws. Decorative type and pine wood core anodized

minimum 3 no 150 mm long aluminum butt hinges in

flush door shutters with 2 no of brass holdfast 325 mm

171 2 long 1 no brass tower bolt 250 mm long and two no of 150 4686.36 Smt

mm long brass door handle . Decorative both side

laminated Flush door 35 mm thick. with frame of

cm x 7 cmt Indian teak wood frame including all

necessary fitting fixtures hardware screw and

adhesive etc fixing up to all lead and lift height up to

mtr from GL etc complete as per direction of engineer

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

172 5 frame 8'x4' size with MS flat of size 25x3 mm welded jali 1230.00 Rmt

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. (N.S)

Providing & Fixing masonary wall with porbandar lachiya

stone with well dressed grooveas per directed by engg.in

charge for foundation, plinth or super structure level (above

plinth level upto floor two level) in cement mortar 1:5 (1-

173 cement : 5-fine sand) incl.pointing the joint with white

cement and yellow oxide powder in proportion to match

stone colour the joints should be thread grooved as per exi.

lake stone pitching apperance

(A) stone masonary wall/stone dressed single faced (size

1 (B) stone coping (size 15"x8"x4") 510.00 Rmt

1 (C) stone coping (size 15"x8"x9") 790.00 Rmt

1 (D) stone column (size 15"x15") 10710.00 Cmt

1 (E) stone column top (size 20"x20"x9") 685.00 No.

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

174 10 line and level on 5 cm thick sand bedding 393.00 Rmt

withnecessary equipments and materials. The rate shall

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

the kerb stones. 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

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

175 25 flooring work only. It should be laid in such a way that the no 429.00 Smt

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

Provoding and fixing flush door shutters, solid core

construction with frame of first class hard wood with cross

board and face veneer or ply wood face panels, including

anodised alluminium butt hinges with necessary screws. (B)

176 10 Non- decorative type and block board core anodised 1779.97 Smt

alluminium butt hinges in flush door shutters (2) 35 mm

thick. Labour work for fixing any kind of paving with cement

pointing in CM 1:2, including watering, ramming etc comp.

as dir.For pavement

I) Laying on Sand bedding as per requirement to fix the

177 50 C.C.Block / Nibhada Stone in Line & Level 78.00 Smt

Box type metal letters forming composite box made from

1mm thick stainless steel plate of grade 304 having brush

178 finish of following font size to be fixed at Main Gate in

english and or Gujrati and including fixing charges approved

before fixing by clent / consultant.

A 1 400mm high 1000.00 Nos.

B 1 300 mm high 750.00 Nos.

C 1 230 mm high 565.00 Nos.

Providing and fixing false ceiling at all height including

providing and fixing of frame work made of special sections,

power pressed from M.S. sheets and galvanized with zinc

coating of 120 gms/sqm (both side inclusive) as per IS :

277 and consisting of angle cleats of size 25 mm wide x

mm thick with flanges of 27 mm and 37mm, at 1200 mm

centre to centre, one flange fixed to the ceiling with dash

fastener 12.5 mm dia x 50mm long with 6mm dia bolts,

other flange of cleat fixed to the angle hangers of

25x10x0.50 mm of required length with nuts & bolts of

required size and other end of angle hanger fixed with

intermediate G.I. channels 45x15x0.9 mm running at the

spacing of 1200 mm centre to centre, to which the ceiling

section 0.5 mm thick bottom wedge of 80 mm with tapered

flanges of 26 mm each having lips of 10.5 mm, at 450 mm

centre to centre, shall be fixed in a direction perpendicular to

G.I. intermediate channel with connecting clips made out of

179 5 2.64 mm dia x 230 mm long G.I. wire at every junction, 850.00 Smt

including fixing perimeter channels 0.5 mm thick 27 mm

high having flanges of 20 mm and 30 mm long, the

perimeter of ceiling fixed to wall/partition with the help of

rawl plugs at 450 mm centre, with 25mm long dry wall

screws @ 230 mm interval, including fixing of gypsum board

to ceiling section and perimeter channel with the help of dry

wall screws of size 3.5 x 25 mm at 230 mm c/c, including

jointing and finishing to a flush finish of tapered and square

edges of the board with recomme-nded jointing compound

jointing tapes , finishing with jointing compound in 3 layers

covering upto 150 mm on both sides of joint and two coats

of primer suitable for board, all as per manufacturer’s

specification and also including the cost of making openings

for light fittings, grills, diffusers, cutouts made with frame of

perimeter channels suitably fixed, all complete as per

drawings, specification and direction of the Engineer in

Charge but excluding the cost of painting.

Providing & Fixing SPEED BUMP - #2 No (1 black, 1 yellow)

350 x 500 x 50 mm, Size per color End Cape 350 MM x

MM x 50 MM TOP DESIGN - Lining Top flat ANTI SKID

PATTERN FOR GRIP COLOUR :- YELLOW & BLACK

BODY MATERIAL :- MODIFIED THERMOPLASTICS

180 1 (Polymer Rubberized ) • ECO FRIENDLY RECYCLE 2185.00 Rmt.

RUBBER Packing :- 4 pcs/ woven Bag Load Capacity :-

MT Fitting ( Fixing on TRAKE) :-4 holes & END CAPE :-

HOLE HEX Bolts with Washer Epoxy for Bolt Fitting etc.

complete as directed by EIC .

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

181 1 subtle view of the side of the blind and should offer 2610.00 Smt

elimination of glare and sunlight radiance upto a minimum of

80%.The fabric shall be flame retardant.

Providing and fixing PVC/Gpsysum plain colour false

ceiling with grid type with aluminium frame from

gypsteel, fastners ,props, Finishing as per architectural

182 1 drawing allowing openings for A.C. Diffusers, 933.00 Smt

Light/Electrical Points etc –complete, Prior to fixing on

frame.(Brand : Anutone or equivalent ) (N.S.) or as

directd by engineer In Charge.

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

183 2 chamber & water tight G.T.Stone including fixing of 1263.15 No.

covervSquare mouth trap 100 mm x100 mm size P-Trap

Providing cement vata (10cmx10cmsize) quarter roundin

184 2 cement mortar 1:1 including neat cement finishing, waterin 23.45 Rmt.

getc. complete.

Providing and laying (to level or slopes) and jointing with stiff

mixture of Cement Mortar in proportion 1:1 Salt glazed

185 10 stoneware pipes including testing of pipes and joints 211.05 Rmt.

complete.(A) 100mm dia.

Providing and laying (to level or slopes) and jointing with stiff

mixture of Cement Mortar in proportion 1:1 Salt glazed

186 10 stoneware pipes including testing of pipes and joints 288.23 Rmt.

complete.(B) 150mm dia.

Constructing brick masonry chamber for underground C.I.

Inspection chamber and bends with bricks having crushing

strength not less than 35Kg/Cm2 in C.M. 1:5 C.I. cover with

frame (Light duty) 455mm x 610mm intenal dimensions total

weight of cover with frame to be not less than 38Kg. (Wt. of

cover 23 Kg.) and Wt. of frame 15Kg. ) (R.C.C. top slabe

with 1:2:4 mix (1-cement :2- coarse sand :4-graded stone

187 2 aggregate 20mm size) foundation concrete 1:5:10 inside 2903.89 Each

plaster 15mm thick with cement mortar 1:3 finished smooth

with a floating coat of neat cement on walls and bed

concrete etc. complete.(i) Inside dimensions 455mmx

610mm and 450mm deep for single pipe line.

Constructing brick masonry chamber for underground C.I.

Inspection chamber and bends with bricks having crushing

strength not less than 35Kg/Cm2 in C.M. 1:5 C.I. cover with

frame (Light duty) 455mm x 610mm intenal dimensions total

weight of cover with frame to be not less than 38Kg. (Wt. of

cover 23 Kg.) and Wt. of frame 15Kg. ) (R.C.C. top slabe

188 1 with 1:2:4 mix (1-cement :2- coarse sand :4-graded stone 3624.51 Each

aggregate 20mm size) foundation concrete 1:5:10 inside

plaster 15mm thick with cement mortar 1:3 finished smooth

with a floating coat of neat cement on walls and bed

concrete etc. complete.(i)Inside dimensions 500mm x

mm and 450mm deep for pipe line with one or two inlets.

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

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

189 5 per design conveying it to the site, jointing into C:M 1:3 and 219.00 Rmt.

racking out the joints incl. necessary excavation of asphalt,

soil etc..completed.

Constructing a cooking Sandwich platform 60 cm. width and

70 cm high resting on B.B.Masonry walls 23 cm.thick in

190 1 C.M.(1:6) with (ii) Fixing black Granitee 30mm thick laid on 754.95 Rmt.

precast R.C.C. (1:2:4) slab with plastering on exposed faces

of wall in C.M. (1:4) etc complete

Providing and fixing hard drawn steel wire fabric 75mm x

25mm mesh or weight not less than 7.75 kg. per Sq.M. to

191 1 window frames etc. including60 x 20mm beading of teak 754.65 Smt

Providing & fixing 15 cm wide chicken mesh jali with nails &

192 15 then application of 15 mm plaster on R.C.C.& masonary 35.00 Rmt.

joints as per dir.of engg.in charge

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

cement : 2-coarse sand : 4-graded stone aggregate

193 5 20mm nominal size) laid in one layer and finished with a 348.08 Smt.

floating coat of neat cement. (A) 50mm thick.

Providing and constructing, Underground (U/G) water

tank of specified capacity, on specified location, for all

depths, in controlled CC of M-200 grade with bottom

slab, top slab and RCC walls, including cost of form work

and reinforcement,with inside and outside plaster in CM

1 :3 and water proofing treatment as per IWP

specification,including injection, grouting, etc. complete.

The rate includes for providing and fixing two nos. 0.6m.

x 0.6 m. size medium duty CI manhole cover/s at top,

including wash out pipe line and inlet and outlet

connections etc. complete.

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

195 5 x 600mm) The alluminium frame work is supported from 300.12 Smt

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.

Providing and supplying of labour for necessary manual

excavation, cleaning, Shifting of Material Or any other, or

196 5 for any other work as directed by Engineer In charge. The 551.00 No

Rate includes Handcart with Mazdoor

A 5 Mukadam/supervisior/karigar 425.00 No

B 10 Fitter/Plumber/Mason 697.00 No

C 5 WELDER/ Gas cutter at Day /night 689.00 No

Supplting of welding machine / gas cutter including cost

D 4 of welding rods/gas, Transportation, including carting 1500.00 No

from site to work place.

E 10 Mazdoor at Day Female 450.00 No's

E 10 Mazdoor at Day Male 493.00 No's

Supplying electric breaker machine for RCC slab or

asphalt demolishing work on site by using operator, fuel,

power supply etc.complete as directed. (no payment

197 10 should be allowed for non working condition of 1071.42 Shift

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

Allowed only for break down work) (Based on Previously

approved rate by CE sir )

Providing and fixing concealed center point to wall ceiling

& floor CPVC (SDR 13.5) PIPE having National Sanitation

Foundation (NSF) seal for potable water of following dia.

198 Nominal bore tube fittings and clamps including making

good the wall, ceiling and floor etc. complete.

A 10 15 MM DIA 165.21 Rmt

B 5 20 MM DIA 202.97 Rmt

C 5 25 MM DIA 247.25 Rmt

D 5 32 MM DIA 330.36 Rmt

E 5.00 40 MM DIA 437.66 Rmt

199 5 50 MM DIA 647.30 Rmt

Supplying and fixing C.I. cover 300mm x 300mm without

200 5 frame for Gulley trap (Standard pattern) te weight of 491.80 Each

cover to be not less 4.53 Kg.)

Providing and fixing to wall ceiling and floor

10.0Kg.F/Cm2 working pressure polythene pipes of

the following out side Dia. Low densidy,

complete with special falnge compression type

fittings, wall clips etc. including making good the wall

ceiling and floor.

Providing, Fabricating & Fixing signage's using 304 grade

Stainless steel 1.5 mm thick brushed steel finish plate (2 nos)

with 8mm thk. Acrylic sheet covered with vinyl of approved

colour, sandwiched between two S.S plate and fixed with s.s

struds . Sandwiched plates should be fixed in 12mm X 12mm

S.S 1.5mm thk.304 grade frame and punched (laser cut)

lettering carried out on both the s.s plates of required size and

text as directed by Engineer and hanged to ceiling with the

help of S.S 8mm thick chain at both ends with making all the

fixing arrangement to the ceiling and to the plate etc. complete

all As per drawings and design supplied by architect and

instruction given by authority and E.I.C.

Providing and applying approved coloured chips 20mm thick

STONE CREAT PLASTER for exterior / interior side on wall up to

full height from ground level consisting of 12mm thick backing

coat of CM 1:3 (1 cement : 3 Bodeli sand) and 8mm thick

finishing coat of CM 1:1 (1 cement (Grey / White / Colour :

203 5 stone grit (approved coloured chips)) including providing & 709.60 Sqmt

fixing 300mm wide strip of chicken net at vertical and

horizontal joints of RCC and masonary including 10mm

alluminium channel for expantion joint / grooves, curing,

necessary scaffolding in true line and level etc. complete as

directed by EIC.

Providing and laying plain dressed surface machine cut

dhrangadhra stone slab of approved quality for dedo, & risers

of steps, etc. over 12mm (Average) thick base of cement mortar

1:4 (1-cement : 4-coarse sand) or L.M. 1.1.5 laid over and jointed

204 1 with cement slurry including surface dressing, rubbing, 2289.67 Sqmt

providing grooves, rounding the edges and polishing for proper

finishing etc. complete size & pattern as per

drawing/instructions of EIC/Consultant.

Proviging and Fixing Storage Shutter made out of 50mm X

mm Indian Teakwood Frame and 18 mm Ply Board. With 1 mm

thick laminate finish in the front and 0.8 mm thick Laminate on

Back Side with 12 mm thick Indian teakwood beading. The

scope also include providing and fixing s.s. finish hardware as

205 1.00 per the Requirement. The rate include cost of all labour,

material and with all hardware like handle, magnate, tackels,

adhesive, screws, etc.for satisfactory completion of this

items.All Exposed Wood Work shall have malamine polish etc.

Providing & Fixing Sun Control Reflective Type Film / Frosted

206 1.00 Film as Selected by Architect/ Engg. In Charge For Glass 646.37 Sq.mt.

Doors / Windows etc. as Directed.

Providing & Fixing in Position Vertical Roller Blinds with

Minimum 3 % and Maximum 5 % Light Transperace Screen

Fabric Incuding Providing & Fixing of Powder coated G-

Channel at the Topof Window with necessary Screw , Cleats

etc. and PVC Roller ( Weight Pipe) and PVC Chain For Up and

Down Movement of Blinds etc. of Approved Make and as per

207 1.00 Drawings / Instruction of Engg. in Charge For All Colors and 1372.03 Sq.mt.

Shades. Rates Includes all Lead and Lift For All Floor Level, All

Height , All Material , Accessories, Fixing , Scaffolding , Labor

etc. Complete in All Respects. All Required Accessories &

Material must be From Same Manufacturer.

Providing corrugated G.I. sheet of class-3 roofing fixed with

glavanished iron J or L Hooks, Bolts and nuts 8mm diameter

208 2.00 with bitumen and G.I. limpet washer or G.I. limpet washer. filled 719.93 Sqm

with white lead complete excluding the cost of purlins, Rafters

and Trusses.(1) 0.80 mm thick sheet.

Providing valleys 900mm overall in plain 1.6mm thick G.I. sheet

fixed with G.I. J or L Hooks, Bolts and nuts glavanised iron J or

209 1.57 L Hooks Bolts and nuts 8mm dia G.I. Limpet and bitumen 1042.78 Sqm

washers complete

Structural steel work ( Confirming to IS 4923-1997) riveted,

bolted or welded in builtup for all type sections, in framed work,

including cutting, hoisting, fixing in position and applying a

210 10.00 priming coat of approved steel primer all complete as per the

structural designs and directions of Engineer in charge.Column

Providing and laying 18 mm thick polished granite stone

machine cut in single piece (Max. available) in sill and jambs of

door ,window,ventilation & lift wall cladding,staircase flooring

landing, risers & treads, skirting laid over 10 mm thick cement

mortar 1 : 3 (1 cement : 3 coarse sand) and jointed with grey

211 1.00 cement slurry with matching pigment incl. rubbing and

polishing,half rounding edge and incl. fixing of hilty fastener at

every 1/3 span of sill as required size etc. complete colour and

shed as approved by architect engineer in charge.

Supply and Fixing of Auditorium seating Fabricate

Auditorium seating with Synchronized Push back Chair

with Ergonomically designed Poly Urethane foam for seat

and back made my DOW chemical with High Pressure

moulding technology to achieve long life performance,

upholstered with stitched 3 Layer 100% Yarn Dyed fabric

Upholsteries. Chair profile with the seat in Normal

position and without a tablet arm should not be more

than 75 cm. Chair pushback mechanism should consist of

2 nos. x DIA 50 mm ZYTEL Based Rollers which is

supported by AXIAL shaft of DIA 12 mm is Driven by

radial movement of 4 set of Swing Arms of size 25mm x

mm thickness with Orbital Riveted Solid Dia 8 mm Barrel

212 1.00 MS Rivets. The pushback movement is achieved by 9990.00 No

synchronised movement of 04 links mounted on Two

Number of triangular Symmetrical housing of size 27 cm

x 23 cm duly embossed for extra strength by 1.2 cm

made up by 0.12 cm CRCA compliance to IS 513. The

entire mechanism should be made in India and should

have total weight 8.5 kg duly Powder Coated – NO

SPREAY PAINT Part should be used for the chair of The

Seat Size should be 42 cm x 48 cm the Back height should

be 70 cm with ergonomically designed seat and back

cushions. Chair should be available in 20”, 21”, 22” and

23” to use multiple seat size in one layout formatching

variable arch length. Approved Make WIPRO, Godrej, TSI,

HNI, Featherlite (Including Fitting and Transportation)

% ABOVE Or % BELOW (in words also)

CONTRACTOR'S SIGNATURE DY.CITY ENGINEER

& STAMP (North West Zone)

AHMEDABAD MUNICIPAL CORPORATION

"North West Zone, Zonal Office", Nr. Atithi Hotel, Bodakdev Ahmedabad.

Municipal Commissioner invites Percentage Rate sealed tenders from interested contractors .

1 Name of work Civil work/repair work to be carried out at the crematorium

and various other locations of Thaltej Ward in North West

2 Time Limit 12 month (Ex.monsoon)

3 Eligibility Criteria Register “E2” Class in PWD in Govt. R&B/CPWD/AMC or equivalent

registration with any other state Govt. or institutions.

4 Estimated Cost put to tender Rs.1000000.00

5 Earnest Money Deposit Rs.10000.00 Demand Draft, Pay order, or Cheque ,Bank Guarantee (As

per finanance circular No 21) in favour of Municipal Commissioner,

Ahmedabad) To be submitted as prescribed in 7.0 below. Demand

Draft or Bank Guarantee shall be from Nationalized Bank and valid for

6 (A) Security Deposit: 5% of Tender Amount but Depends Upon AMC Circular Only.

(B) Retention 1. @ 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.

7 Tender fees Rs.900.00 Demand Draft / Pay order in favour of Municipal

(Non refundable) Commissioner, Ahmedabad)

8 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 (North West zone), Ahmedabad Municipal

Corporation, North West Zone, Zonal Office", Nr.Atithi Hotel, Bodakdev

9 Tenders issue date Tenders from the website http://amc.nprocure.com and

http://nprocure.com. shall be down loaded from

10 Last date of receiving Dt.08.06.2026 up to 18:00 Hrs The tenders received after this date and

Tenders. time will not be entertained under any circumstances.

11 Date of Opening Dt.10.06.2026 at 12:00 Hrs to Assistant Manager "North West Zone

Office", Rajmata vijyaraje sindhya bhavan, Near Atithi hotel, Bodakev,

12 Mode of sending the Tender Document shall be submitted in sealed envelope systems By RPAD/

Documents Speed post/ Hand Delivery/ Courier in sealed covers as described in

submission of the tender.

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

Specification be applicable.

14 liquidated damages- 10% of the Amount For Balance work After Date of Completion or

Compensation For Delay extended time Limit.

15 Goods & Service Tax (GST) Goods & Service Tax (GST) shall be applicable & bidder should submit

all necessary supporting documents as and when asked by AMC.

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

the tenders without assigning any reasons thereof.

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

tenders without assigning any reasons thereof.

Seal and Signature of the Bidder Dy. City Engineer

(North 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 below:-

Sr. Name of Works Approximate Bid Security Completio

No. value of works (Rs.) n Period

1 Civil work/repair work to be carried out at Rs.1000000.00 Rs.10000.00 12 months

the crematorium and various other (Ex.monso

locations of Thaltej Ward in North West on)

2. Tender (a complete set of bidding document) fee shall be Rs.900/- in the form of Demand

Draft / Pay Order from any Nationalized Bank in favor of MUNICIPAL COMMISSIONER,

Ahmedabad, payable at Ahmedabad, which shall be non refundable. The fees shall be paid at

the time of submitting the tender.

3. Interested bidders shall download the tender documents from website

www.amc.tender.nprocure.com and www.tender.nprocure.com up to Dt.08.06.2026 at 18:00

hrs tender fee as mentioned in clause 2 above shall be paid by the bidder at the time of bid

4. All bids must be accompanied by Bid Security of the amount specified for the Works in the

above Table payable at Ahmedabad and drawn in favor of AHMEDABAD MUNICIPAL

CORPORATION, Ahmedabad. Bid Security will have to be in any one of the forms as specified

in Clause of ITB (Instructions to Bidders).

5. All Bids must be delivered to Assistant Manager "North West Zone, Zonal Office", Nr.Atithi

Hotel, Bodakdev Ahmedabad. Not later than 17:00 hrs on Dt.09.06.2026.

Seal and Signature of the Bidder Dy. City Engineer

(North West Zone)

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL CONDITION

1. Contractor shall produce the relevant registration certificate of AMC / State Govt /Central Govt.

2. Contractor shall register the work to labour commissioner as per labour act.

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

4. Contractor should have sufficient skilled and unskilled laborers so that he shall start work at

different sites simultaneously. Contractor's having labour force available during festivals shall

only apply. Contractor cannot stop the work due to non availability of labour force.

In case progress is delayed, contractor shall be penalized 0.10% of Tender amount per day for

work done after time limit, maximum up to 10% for remaining value of work.

6. Advance payment / machinery advance will not be paid.

7. Payment of running bill will be made as per recent A.M.C. policy in force.

8. No extra payment will be made due to increase of central / state Govt. Taxes.

9. If the work is not completed within time limit the penalty will be recovered from immediate bills

of Contractors.

10. If the material i.e. MH cover C.C block etc. supplied from Municipal Corporation store then

contractor shall not claim for any extra rate for non execution of such item, partly/fully.

11. In the specifications, "as directed"/"Approved" shall be taken to mean, "as directed"/approved"

by the Engineer-in-charge.

12. Wherever a reference to any Indian Standard appears in the specifications, it shall be taken to

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

13. In "Mode of Measurement" in the specifications wherever a dispute arises in the absence of

specific mention of a particular point or aspect, the provisions on these particular points, or

aspects in the relevant Indian Standards shall be referred to.

14. All measurements and computations, unless otherwise specified, shall be carried out nearest to

the following limits:

(i) Length, width and depth (height)------- 0.01 Meter. (RMT)

(ii) Areas -----0.01 Sq. Mt. (SMT)

(iii) Cubic Contents ------0.01 Cu.Mt. (CMT)

17. The distance, which constitutes lead, shall be determined along the shortest practical route and

not necessarily the route actually taken. The decision of the Engineer-in-charge in this regard

shall be taken as final.

16. Where no lead is specified, it shall mean "all leads"

17. Lift shall be measured from plinth level.

18. Definite particulars covered in the items of work, through not mentioned or elucidated in it,

shall be deemed to be included there in.

19. Reference to specifications of materials as made in the detailed specification of the items of work

is in the form of a designation containing the number of the specification of the material and

prefix 'M' e.g. 'M-5'.

20. Approval to the samples of various materials given by the Engineer-in-charge shall not absolve

the contractor from the responsibility of replacing defective material brought on site or materials

used in the work found defective at a later date.

21. The contract rate of the item of work shall be for the work completed in all respects.

22. No collection of materials shall be made before it is got approved from the Engineer-in-charge.

23. Collection of approved materials shall be done at site of work in a systematic manner. Materials

shall be stone at site of work in a systematic manner. Materials shall be stored in such a manner

as to prevent damage, deterioration or intrusion of foreign matter and to-ensure the

preservation of their quality and fitness for the work.

24. Materials, if and when rejected by the Engineer-in-charge, shall be immediately removed from

the site of work within 24 hours.

25. No materials shall be stored prior to, during and after execution shall be kept in sufficient

numbers and in good working condition on the site of the work.

26. All works shall be carried out in workmanlike manners per the best techniques for the particular

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

checking lines, levels, alignment of the works during execution shall be kept in sufficient numbers

and in good working condition on the site of the work.

28. The mode, procedure and manner of execution shall be such that it does not cause damage or

over loading of the various components of the structure during execution or after completion of

29. All necessary safety measures and precaution (including those laid down in the various relevant

Indian Standards) shall be taken to ensure the safety of men, materials and machinery on the

works as also of the work itself.

30. The testing charges of all materials shall be borne by the Contractor unless recovery at one

percent towards testing charges is separately made.

31. The tenderer is required to check the web site for Addendum if any, before 48 hours of tender

submission date and time. The tenderer who quotes the tender without attaching the addendum

will be rejected.

32. As per City Engineer’s circular no.-6/2011-12 Dt.24.6.2011 all terms & conditions will be applied.

33. Contractor has to follow Planning Department Circular No 10 Dt. 07/09/2018 strictly.

34. As per AMC’s Finance department Crcular No.38, Dt.21/11/022 and approval of competent

authority, rate of all the items are taken without GST and prevailing GST will be payable.

35. All the relevant prevailing AMC circulars/ its time to time revisions are applicable for this work

and all the bidders are bound to follow the same, so the bidder must check before applying for

INSTRUCTION TO TENDERERS

TENDER VALIDITY PERIOD:

The tender shall be kept valid for acceptance for a period of One Hundred Twenty Calendar days

(120) from opening of price bids.

SECURITY DEPOSIT

Within 10 days of receipt of Acceptance from the Corporation, the successful tender shall furnish to

the Corporation Security Deposit of 5% (Five percent) of the contract price Cheque or Bank Guarantee,

pay order, or demand draft of Nationalized Banks and Schedule Banks only.

CONTRACTOR'S SIGNATURE Dy.CITY ENGINEER

& STAMP (North West Zone)

AHMEDABAD MUNICIPAL CORPORATION

Section I – INSTRUCTIONS TO BIDDERS (ITB)

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 ITB.

1.2 The Works consist of:

a) “TENDER DOCUMENT FOR : Civil work/repair work to be carried out at the crematorium and

various other locations of Thaltej Ward in North West Zone. (A.R.C.)

1.3 The works under this Contract shall be carried out in accordance with the bidding documents

constituting the contract and shall consist of various salient items as generally described below:

1.3.1 Road Works

A) Site clearance, removal of tree stumps and dismantling of obstructions etc.before commencement of

B) True and proper setting out and layout of the Works, setting of bench marks, provisions of all

necessary labor with instruments and appliances;

C) Widening and strengthening/reconstruction of the existing carriageway including raising;

D) Any other item of work as may be required to be carried out for completing the road works in all

respects in accordance with the provisions of the Contract.

2. Eligible Bidders

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

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 or AMC 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.

3. Eligible Material, Equipment and Services

3.1 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

4. Qualification of the Bidder

4.1 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.

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:

3 Local office address (if any):

4 Telephone / Mobile no:

5 E-mail addresses:

6 Place of incorporation/registration:

7 Year of incorporation/registration:

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

4.2 Disqualification

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

of the following reasons:

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

included in document.

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 AMC as poor performer in implementation of ongoing AMC works

e.g. Works completed after notices issued by AMC or poor quality of work or completed after time

limit or not responsive to Engg.incharge instruction.

d) In case of one contractor remains lowest in most of the such North west Zone grouting work

tenders, then in such case, AMC can award such tender to other contractors.

5 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

6. Cost of Bidding

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

he Employer will in no case be responsible or liable for those costs.

7.1 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.

7.2 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.

B. Preparation of Bids

8. Language of Bid

8.1 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 Documents comprising the Bid

The bids shall be submitted in hard copy and two copies, one marked as “original” and other

marked as “Duplicate”, both of which comprise the following documents:-

Tender Document:

i) Bid Security for an amount as specified in the Invitation for Bids (IFB).

ii) Power of Attorney

iii) Information as specified.

iv) Any other material / information required to be submitted in accordance with these

Instructions to Bidders (ITB).

The Tender Document shall be hard bound. Bid security shall be furnished in “Original” set of

In case of any ambiguity the “Original” set of document shall prevail.

The bidder shall prepare and submit two copies of the bid in original and duplicate.

10.1 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 by the bidder.

10.2 The bidder shall fill in percentage rate above or below and total amount (both in figures and

10.2 The bidder shall fill 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 along with total bid price

derived after application of percentage above or below (both in figures and words). Items (for

which rate has been provided) against which no quantity is entered will be paid for by the

Employer on actual measurement onsite when executed.

Any corrections should be initialed.

All pages of the Bill of Quantities shall be initialed and stamped.

11. Bid Validity

11.1 Bids shall remain valid for a period of 120 days (one hundred twenty days) after the deadline date

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

shorter period.

11.2 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 there to shall be made in writing or by fax. A bidder may refuse the request

without forfeiting his bid security. A 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 14 in all respects.

12. Bid Security

12.1 The bidder shall furnish as part of its Bid, a Bid Security in the amount in the Invitation for Bid (IFB)

for particular work(s). The Bid Security shall be drawn in favor of MUNICIPAL COMMISSIONER,

Ahmedabad, and may be in one of the following forms:

a) Deposit-at-call Receipt from any Nationalized / Scheduled Bank approved by the Reserve Bank

of India (RBI).

b) Bank Guarantee from any Nationalized or RBI approved foreign bank having net worth of more

than Rs.500 crore of Indian operation and acceptable to Employer.

The format of Bank Guarantee shall be in accordance with the AMC requirement.

12.2 The Bid Security of the unsuccessful bidders, except for L1, L2 and L3 bidders will be returned as

promptly as possible.

12.3 The Bid Security 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

12.4 The Bid Security may be forfeited

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

b) If the bidder does not accept the correction of his bid price.

c) In the case of a successful bidder, if the bidder fails within the specified time limit to

i) Furnish the required Performance Security ii) sign the Agreement.

13. Format and Signing of Bid

13.1 The bidder shall prepare two copies of the documents comprising the bid as described in

Instructions to Bidders.

13.2 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.

13.3 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.

C. Submission of Bids

14.1 The inner and outer envelopes shall

a) Be addressed to the Employer at the following address:

Assistant Manager(New West zone) , "New West Zone Office", Old Memnagar Nagar Palika

Building, Near Manav Mandir, Memnagar, Ahmedabad - 380

b) Bear the following identification:

(c) Indicate the name and address of the bidder.

TENDER FOR Repairing And Renovation Work AT Gotila Garden And Other Muni. Garden At Thaltej Ward In

North West Zone. (A.R.C.)

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

the misplacement or premature opening of the bid.

15. Deadline for Submission of Bids

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

date specified.

15.2 The Employer may, at his discretion, extend the deadline for submission of bids by issuing an

amendment, in which case all rights and obligations of the Employer and the bidders previously

subject to the original deadline will thereafter be subject to the deadline as extended.

Any bid received by the Employer after the deadline for submission of bids shall not be opened.

17. Modification and Withdrawal of Bids

17.1 The bidder may modify or withdraw his bid after bid submission, provided that written notice of

the modification to the Employer prior to the deadline for submission of bids receives withdrawal.

Any MODIFICATIONS in respect of tender document shall be submitted in separate sealed

envelope duly marked so.

17.2 The bidder's modification or withdrawal notice shall be prepared, sealed, marked and delivered

with the outer and inner envelopes additionally marked "MODIFICATIONS" or "WITHDRAWAL" as

17.3 No bid shall be allowed to modify by the bidder after the deadline for submission of bids.

17.4 Withdrawal of a bid during the interval between the deadline for submission of bids and the

expiration of the period of bid validity may result in the forfeiture of the Bid deposit.

D. Bid Opening and Evaluation

18 Opening of Tender (Bid)

18.1 The Employer will open the outer envelope of all the bids received for the package (except those

received late) containing the sealed Tender volume and announce the names of (i) bidders, (ii)

bidders who have submitted modification of Tender bids, and (iii) bidders who have given notice

for withdrawal of their bids in the presence of bidders or their representatives who choose to

attend on the date and time mentioned in the ITB. 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.

18.2 Bids for which acceptable notice of withdrawal has been submitted pursuant to Clause mentioned

previously shall not be opened.

18.3 Bidders detail and Tender fee, E.M.D. shall be opened first. The Employer at the opening will

announce bidder’s names, ‘Modification of Tender’, the presence/or absence of Bid Security, the

amount and validity of Bid Security furnished with each bid, is valid registration and such other

details, as the Employer may consider appropriate.

18.4 The bidders or their representatives who are present shall sign attendance sheet evidencing their

18.5 The Employer shall prepare besides the record of bid opening, minutes of the Bid opening,

including the information disclosed to those present in accordance with Clause mentioned

19. Examination of Tender and Determination of Responsiveness of Tender

19.1 If the Bid Security 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.

19.2 Subject to confirmation of the Bid Security by the issuing bank, the Tender volume accompanied

with valid Bid Security will be taken up for further evaluation. In case, the Bank does not confirm

the Bid Security, the bid shall be rejected as non-responsive and no further evaluation carried

19.3 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 that the

Employer may require.

19.4 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 non-

conforming deviation or reservation.

20. Opening of Tender

20.1 The Employer will open the Tender volume of those bidders whose document has been

determined to be substantially responsive in accordance and who have the required available bid

capacity, in presence of the bidders or their representatives who choose to attend on the date

intimated to such bidders. In the event of specified date of Tender volume opening being declared

a holiday for Employer, the ‘Tender volume’ shall be opened at the appointed time and location

on the next working day.

20.2 The names of the bidders whose Tender volume is found to be substantially responsive, the bid

prices, the total amount of each bid, any discount, ‘modifications of B.O.Q and such other details,

prices, the total amount of each bid, any discount, ‘modifications of B.O.Q and such other details,

as the Employer may consider appropriate will be announced by the Employer at the opening of

the Tender volume. Any bid price, which is not read out and recorded at the bid opening, will not

be taken into account in Bid Evaluation.

20.3 The bidders or their representatives who are present shall sign attendance sheet evidencing their

20.4 The Employer shall prepare besides the record of bid opening, minutes of the Tender volume

opening including the information disclosed.

21. Examination of Bids and Determination of Responsiveness of Bid

21.1 The Employer will determine responsiveness of each Tender volume with respect to filled

percentage above or below of total amount of Priced Bill of Quantities, Technical Specifications,

percentage above or below of total amount of Priced Bill of Quantities, Technical Specifications,

Drawings and other relevant requirement of bidding documents.

21.2 A substantially responsive Tender volume is one which conforms to all the terms, conditions and

specifications of the bidding documents, without material deviation or reservation. A material

deviation or reservation is one (i) which affects in any substantial way the scope, quality or

performance of the Works; (ii) which limits in any substantial way, inconsistent with the bidding

documents, the Employer's rights or the bidder's obligations under the Contract; or (iii) whose

rectification would affect unfairly the competitive position of other bidders presenting

substantially responsive Tender volume.

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

not subsequently be made responsive by correction or withdrawal of the non-conforming

deviation or reservation.

22. Correction of Errors

22.1 Tender volume determined to be substantially responsive will be checked by the Employer for any

arithmetic errors. Arithmetic errors will be rectified on the following basis:-

i) Where there is a discrepancy between the figures and words, for % and amount, the figure in

words will govern and

ii) Where there is discrepancy in total amount arrived by addition of percentage (above or below),

ii) Where there is discrepancy in total amount arrived by addition of percentage (above or below),

the amount arrived by addition percentage (above or below) as written in word shall govern.

22.2 The amount stated in the Form of Bid will be adjusted by the Employer in accordance with the

above procedure for the correction of errors and shall be considered as binding upon the bidder.

If the bidder does not accept the corrected amount of bid, his bid will be rejected, and his Bid

Security may be forfeited.

23. Evaluation and Comparison of Tender volume

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

substantially responsive in accordance with Clause 23 and qualified for award of Contract.

23.2 In evaluating the Tender volume, the Employer will determine for each Tender volume the

valuated Bid Price by adjusting the Bid Price as follows:-

a) Making any correction for errors;

b) Making appropriate adjustments to reflect any price modifications offered.

23.3 If the Bid of the successful Bidder is seriously unbalanced or extremely higher / lower in relation

to the Employer’s estimate of the cost of the items of the Works to be performed under the

Contract, the Employer may require the bidder to produce detailed price rate analysis for any or

all items of the Bill of Quantities, to demonstrate the internal consistency of those prices with the

construction methods and schedule proposed. In case, AMC finds rates extremely below

estimated SOR rate or Market Rate than Tender shall be rejected and second lowest tenderer may

be awarded the work.

23.4 A bid, which is unrealistically lower then estimate and which the bidder, could not substantiate

satisfactorily, may be rejected as non-responsive.

24 Clarification of Bids

24.1 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 AMC and the response by bidder shall be in writing or by

cable/fax, but no change in the price or substance of the bid shall be sought, offered or permitted

except as required to confirm the correction of arithmetical errors discovered by the Employer in

the evaluation of the bids.

24.2 No bidders shall contact the AMC staff on any matter relating to his bid from the time of bid

opening to the time contract is awarded.

24.3 Any effort by the bidder to influence the the AMC staff in the bid evaluation, bid comparison or

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

25.1 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.

F. Award of Contract

26.1 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 previous Clauses and (ii) qualified in accordance with the provisions of previous

27. Employer's Right to accept any Bid and Reject any or all Bids

27.1 The Employer reserves the right to accept or reject any bid and to annul the bidding process and

reject all bids, at any time prior to award of Contract, without thereby incurring any liability to the

affected bidder or bidders or any obligation to inform the affected bidder or bidders of the

grounds for the Employer's action.

28. Notification of Award

28.1 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 (hereinafter and in the Conditions of Contract called "the Letter of

Acceptance") shall name the sum which the AMC will pay the Contractor in consideration of the

execution, completion and maintenance of the Works by the Contractor as prescribed by the

Contract (hereinafter and in the Conditions of Contract termed "the Contract Price").

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

29. Signing of Agreement

29.1 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.

30. Performance Security

30.1 Within 10 (Ten) days of the date of receipt of the Letter of Acceptance, the successful bidder shall

deliver to the Employer, a Initial Performance Security in the form of a Bank Guarantee for an

amount equivalent to 5% (five percent) of the Contract Price plus additional security for

unbalanced bids in accordance with relevant Conditions of Contract.

30.2 The Performance Security to be provided by the successful bidder in the form of a bank guarantee

as per format shall be issued from any Nationalized / Scheduled bank.

31. Corrupt or Fraudulent Practices

31.1 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.

i) “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

ii) “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

Seal and Signature of the Bidder Dy. City Engineer

(North West Zone)

AHMEDABAD MUNICIPAL CORPORATION

Section II - CONDITIONS OF PARTICULAR APPLICATION

1. The selection process will lay high emphasis on the ability and competency of contractors to do

high quality work within the given time schedule.

2. 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.

3. All information has to be typed or hand written legibly. All pages of the Bid have to be Initialed by

4. ALL INFORMATION HAS TO BE SUBMITTED IN THE PRESCRIBED FORMAT ONLY.

Projects for which incomplete information has been provided will not be considered for

evaluation. The Bidder may attach separate sheets if so required. However, the final bound

document submitted, has to be submitted in vertical A4 size (210 mm X 297 mm) except Vol. V.

5. The scope of work, project description mentioned in the document is indicative and is likely to

change during detail design. Project brief, along-with the schematic drawings and colored

photographs, is provided to assist the bidder in understanding the fundamental and specific

requirements of the project.

6. Conditional tenders will not be accepted.

7. AMC’s decision for selection or rejection of the offers shall be final and binding to all.

8. Bidder should provide information as mentioned in the prescribed forms.

Information other than that related to this work shall not be considered for evaluation.

9. 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.

10. 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 will

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

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

are conditional tenders, will be rejected.

13. Municipal Commissioner reserves the rights to reduce/ increase the scope of work and contract

without assigning any reason thereof.

14. DEFECTS: For completion of any work/ part thereof, contractor will be required to request in

writing, to get completion certificate from Additional City Engineer . Date of completion for start

of defect liability period will be considered as the date mentioned in the completion certificate.

The contractor shall be required to make good all the damages / defects identified and

conveyed to him, during the entire defect liability period. The method and time limit of

rectification will be decided by the Engineer in charge. If he fails to carry out rectification as per

the instructions, the same will be carried out at his cost and it shall be recovered from the

amount retained.

16. All the material and other test expenses shall be borne by the contractor. Contractor shall have to

provide vehicle and other communication facilities to visit plant and testing laboratory.

17. Contractor shall have to make his own arrangements for water and electricity for the purpose of

construction work at site at his own expense.

18. If the contractor fails to execute the said works within prescribed time limit, the said work will be

carried out at the risk and cost by other contractors with 20 % supervision charges as may be

decided by the Additional City Engineer.

19. Safety and Signage

Contactor 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.

The Contractor has to make all the necessary arrangements for making all the temporary

diversions for proper working at site including traffic signage, safety cones, traffic blinkers,

barricading tapes, red and green flags/lights etc for making easy smooth and safe conditions for

the traffic. The Contractor shall and must provide above at his own cost. If the Contractor fails

to comply this clause, Rs. 500/- per day shall be recovered from his bill.

20. Tax, Duties on Materials

All charge on account of Octroi, excise duties, terminal tax, sales tax. Service tax, VAT, govt.duties

etc. on material procurement or any other component for the works from any source shall be

borne by the contractors.

21. Submission of project schedule:

Contractor has to submit the following documents along with the qualification data of the tender

failing in which shall lead to rejection of the tender.

Contractor shall submit the detailed Project schedule showing break up for the various tasks to be

performed in order of their occurrence during the project in Microsoft Project/Prima Vera format.

22 For Flakiness and Elongation Index norms adopted by AMC shall be made applicable.

23. For non-bituminous, bituminous and concrete works, the black trap aggregates of required size shall

be procured from quarry situated in Sevaliya / Timba region or equivalent. Prior approval of source/

material by Additional City Engineer shall be required.

24. 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. .

25. As per St. Committee's resolution 0.5% testing charges shall be deducted from each R.A.Bill and

the amount of actual Testing charges shall be adjusted in the final bill.

26. 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 Dy. City Engineer

(North West Zone)

AHMEDABAD MUNICIPAL CORPORATION

FORM OF BID AND APPENDIX TO BID

(The Appendix forms part of the Bid. Bidders are required to fill up all the blanks in the form of Bid)

NAME OF THE CONTRACT: Civil work/repair work to be carried out at the crematorium and

various other locations of Thaltej Ward in North West Zone. (A.R.C.)

Dy.City Engineer (North West Zone)

"North West Zone, Zonal Office",

Nr. Atithi Hotel,

Ahmedabad. Gujarat

1. Having examined the Conditions of Contract, Specifications, Bill of Quantities, Drawings

and Addenda No._______ for the execution of the above named works, we, the undersigned,

offer to execute and complete such works and remedy any defects therein in conformity with

the Conditions of Contract, Specifications, Bill of Quantities, Drawings and Addenda for the

My/our offer works out as under:

Amount put to tender _________ Amount put to tender Rs. _______________

Net Amount Net Amount

2. We acknowledge that the Appendix to Bid forms part of our Bid.

3. We undertake, if our Bid is accepted, to commence the Works on Site within the period stated

in the Appendix to Bid hereto after receipt of an order of the Engineer’s notice to commence,

and to complete and deliver the sections and the whole of the Works comprised in the

Contract within the period stated in the Appendix to Bid hereto.

4. If our Bid is accepted, we will furnish Performance Security (ies) in the form of Bank

Guarantee(s) to be jointly and severally bound on us in accordance with the Conditions of

5. We agree to abide by this Bid for the period of one hundred and twenty (120) days after the

date of bid opening, and it shall remain binding upon us and may be accepted at any time

before the expiry of that period.

6. Unless and until a formal Agreement is prepared and executed, this Bid, together with your

written acceptance thereof, shall constitute a binding contract between us.

7. We understand that you are not bound to accept the lowest or any Bid you may receive.

8. All the partners of our Joint Venture are legally and severally bound by this Bid1.

9. Municipal Commissioner, Ahmedabad has right to reject any or all bids without giving any

Dated this ____________ day of _______________

in the capacity of __________________ duly authorised2 to sign Bid for and on behalf of

Address (in block capitals)

1. To be deleted if the bidder is not a Joint Venture.

Certified copy of Power of Attorney/Authorization for signature shall be furnished by the Bidder in

accordance with Clause 20 of Instruction to Bidders (Section I).

Seal and Signature of the Bidder Dy.City Engineer

(North West Zone)

AHMEDABAD MUNICIPAL CORPORATION

ENGINEERING DEPARTMENT

GENERAL SPECIFICATION

Time limit for the work shall be 12 month (Ex. Monsoon) after the order to start the works. Progress of work should be in

proportion to time limit.

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 under.

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

that the tenderer shall not be allowed to withdraw on modify the offer on his own during the period. If any tenderer

withdraw or makes any modifications or addition in the terms and conditions of his tender not acceptable to the Municipal

Corporation the Municipal Corporation shall without prejudice to any right or remedy be at liberty to forfeit in full the said

earnest money and black list the contractor.

If the work is not carried out within the specified time limit. from the date of order to start the work the penalty of Rs.- (As

per Form - B1) per day of delay shall be recovered 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:-

1. Conditional tender shall not be accepted.

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

3. In case of tender downloaded from website, tender fee & EMD should be submitted in form of demand draft or in cash.

4. 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'S SIGNATURE DY.CITY ENGINEER

& STAMP (North West Zone)

AHMEDABAD MUNICLPAL CORPORATION

MAHANAGAR SEVA SADAN

NORTH WEST ZONE

Clause : 1 Contractor shall not employ any child having age 5 to 15 years as it is prohibited by Child Labour

Prohibition and Regulation Act 1986. Hon'ble Supreme Court has given certain guide lines and as per the

guide lines. If child labour is employed on the site work, the contractor shall have to deposit Rs.

(Rupees Tw enty thousand only) in the child labour welfare fund. If the employer refuses to deposit then

action will be taken for contempt of Supreme Court Judgement and also will be prosecuted by concerned

authority. Because of the breach of any provision of child labour prohibition and regulation Act 1986 by the

Contractor & Municipal Corporation becomes liable to pay any amount then the Municipal Corporation shall

recover the said amount from the contractor.

Clause : 2 The Standing Committee has decided to deduct 1/2% amount from each running bill as per its Reso.

No. 1783 Date 06--02-97, but the Municipal Corporation Board has recently decided that the actual testing

charge is taken and the remaining amount is refundable at the time of final bill (As per Muni. Board Reso. No.

Clause : 3 Contractor has to follow prevailing Labour act and has to maintain labour register acordingly,and

has to follow other govt.rules.

Clause : 4 Quantity taken in tender are tentative and may differ as per execution of work. No claim shall be

entertain regarding QUANTITIES.

* MODIFICATION OF DOCUMENTS

Modification of specifications and correction/corrigendum in respect of the work if required will be made by

A.M.C. The same shall be placed on A.M.C website which may be downloaded by the tendrers enclosed along

with the tender duly signed. These shall form a part of tender. The tenderer shall not add or amend the text of

any of the documents except in so far as may be necessary to comply with any addendum.

* ADDENDAUM/CORRIGENDUM .

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 or correction

before submission tender duly filled in by the contractor. Therefore, the contractor shall have to watch such

addendum or corrigendum or correction published by A.M.C through its website www.egovamc.com.

Tenderes shall verify the number of addendum issued and enclose the same with the tender documents,failing

which the tender shall be liable for rejection and no any complaint in respect to this shall be entertained under

any circumstances.

CONTRACTOR'S SIGNATURE DY.CITY ENGINEER

& STAMP (North West Zone)

AHMEDABAD MUNICLPAL CORPORATION

MAHANAGAR SEVA SADAN

NORTH WEST ZONE

DETAILS OF BANK ACCOUT

1 Contractor's name

3 Telephone/ mobile no.

4 Permanent account no. (PAN

5 Name of the bank

6 Branch name and address

11 Contractor/ supplier's

signature and stamp

SPECIFICATIONS OF MATERIALS – CIVIL

This section gives detail specifications for mainly used materials, for other materials refer Building

Specifications.

For materials relevant specification of Building Specificat shall apply.

TECHNICAL SPECIFICATIONS

NAME OF THE WORK : Civil work/repair work to be carried out at the crematorium and various

other locations of Thaltej Ward in North West Zone. (A.R.C.)

Earth work in cutting in all sorts of soil & murrum incldg. conveyaning ,breaking clods spreading the stuff as & where

dire. With in a lead of 50 mt. from end of cutting with all required lead and lift.

Any soil which generally yields to the application of pickaxes and shovels, spades, rakes or any such ordinary

excavating implement or organic soil, gravel, silt, sand turf loam, clay, peat etc. falls under this category. For

materials and workmanship for earthwork and excavation, relevant specification IS: 3764 & IS 1200 (Part I)

shall be followed.

To protect persons from injury and to avoid damage to property, adequate barricades, construction signs, red

lanterns and guards as required shall be placed and maintained during the progress of the construction work and

until it is safe for the traffic to use the roadways. The relevant Indian standards and the rules and regulations of

local authorities in regards to safety provisions shall be observed.

The depth of the excavation shall be as required. The site shall be cleared and all obstructions, loose stones,

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

obtained shall be the property of AMC and shall be conveyed and stacked as directed, within 50-m. lead. The

roots of the trees coming in the sides of the trenches shall be cut and coated with hot Bitumen.

All types of trees, woods etc. which requires prior permission of Govt./ Forest Authority / Municipal

Commissioner, before cutting shall be cut after obtaining such permission from them. The rate of site clearance

is deemed to be included in the rate of earthwork.

The excavation shall be carried out in true line and level and having width and depth, as shown in the drawings

or as directed. The Contractor shall do the necessary shoring and strutting or shall provide necessary slopes to a

safe angle or steps, as required or directed, at his own cost. No extra payment shall be made for such

precautionary measures, taken. The bottom of the excavated area shall be leveled both longitudinally and

transversely, as directed, by removing excess soil and watering, as required. No earth filling will be allowed for

bringing it to level, if by mistake or any other reason, excavation is made deeper or wider than shown on the

drawings or as directed. The extra depth or width shall be made up with sand filling, as specified for the bottom

level of the subsequent finishing at the cost of the Contractor or as directed by Engineer-In-Charge.

The Contractor shall at his own expense and without extra charge make provision of supporting all utility

services, lighting the excavated areas, separating and stacking serviceable materials neatly, shoring, timbering,

strutting, bailing out water either sub-soil or rainwater, including pumping at any stage of the work. Excavated

areas shall be kept free of water while masonry or concrete or relevant base works are in progress and till the

Engineer-in-charge considers it necessary.

Disposal of the Excavated Stuff:

The excavated stuff of the selected type shall be used in backfilling the excavated areas wherever required in

layers, including ramming and watering, ensuring proper compaction etc. complete up to lead of 50mt. The

Contractor shall remove the balance of the excavated quantity from the site of work, to a place, as directed by

engineer in charge. The lead is the shortest practical route and not necessarily the route actually taken. The

decision of Engineer-In-charge shall be final in this regard. The measurement of excavation of excavated area

shall be made according to the sections shown on the drawing or as per sections given by the Engineer-in-

charge. The rate shall include for clearing the site, surface dressing, making layout for road.

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

Conveyance charge for surplus excavated earth, lime, murrum, building rubbish,

manure, garbage, sludge, excavated rock, fly ash, aggregates of any kind including

spreading & levelling etc. complete. (I) Lead up to 3 Km to 4 Km. (ii) Lead up to 4 Km

to 5Km (iii)Lead up to 5Km to 6 Km

All the surplus earth/excavated material etc. shall be carried away immediately from the

site of work to a place within distance specified in the relevant item or as directed and

ordered by the Engineer, so as not to cause any inconvenience to the public traffic. If

the instructions are not complied 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.

The rate of carting including carting of brick bats, metal, rubble vegetable and garbage,

if necessary to clear the road surface.

Carting of payment shall be given as per excavation without any bulkage.

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

Providing and laying cement concretE2:3:6(1-Cement:3-Coarse sand:6-Grade brick bat

aggregate 40mm normal size) and curing complet excluding cost of form work in (A)

Foundation and Plinth (upto 10 ton)

Measurement shall be given on Cmt. basis.

Providing and laying cement concrete 1:5:10 (1 cement:5 coarse sand : 10 graded stone

aggregate 40 mm. nominal size) and curing compete excluding cost of form work in

foundations and plinth.

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

General specification Building works Booklet R & B department

Section- 05 Item no.- 5.3.4(A) Page no.30

(a)Demolition incl. staking of serviceable materials & Disposal of Unserviceable materials

with all lead &

lift Brick work

Demolition of brick work and stone masonry including stacking of serviceable materials and disposal of

unserviceable materials with all leads and fits : in cement mortar.

1.0 Work manship : The relevant specifications of item No 20.1(I) shall be followed except

demolition of brick or stone masonry in cement mortar is to be done

Mode of measurement & payment :

The relevant specifications of item NO 20.11 (II) shall be followed. The unserviceable material shall be

directed by Engineer - in - Charge with all leads and lifts.

1.1 The relevant specifications of item No. 20.1 (I) shall be followed except that demolition of

brick or stone masonry in lime mortar is to be done.

Mode of measurements & payment :

The relevant specifications of item No. 20.1 (I) shall be followed except that the wall and

independent piers of columns of brick or stone masonry shall be measured in cubic metres.

All copings, corbles, cornices and other projections shall be included with the wall

measurements. In measuring thickness plastered walls, the thickness of plaster shall be

included. The unserviceable materials shall be disposed off with all lead and lift. Ashlar face

stones dressed stone etc. if required to be taken down intact shall be dismantled and

measured separately in cubic metres.

The rate is exclusive of cleaning of bricks or stones. Honey comb works or hollow block

walling shall be measured as solid.

The mode of measurement shall be on Cmt. basis.

masonry in lime mortar is to be done.

Mode of measurements & payment :

The relevant specifications of item No. 20.1 (I) shall be followed except that the wall and

independent piers of columns of brick or stone masonry shall be measured in cubic metres.

All copings, corbles, cornices and other projections shall be included with the wall

measurements. In measuring thickness plastered walls, the thickness of plaster shall be

included. The unserviceable materials shall be disposed off with all lead and lift. Ashlar face

stones dressed stone etc. if required to be taken down intact shall be dismantled and

measured separately in cubic metres. The rate is exclusive of cleaning of bricks or stones.

Honey comb works or hollow block walling shall be measured as solid.

The mode of measurement shall be on Cmt. basis.

The rate shall be for a unit of one Cmt

Providing and laying cement concrete work1:2:4(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, footing, of columns

and mass concrete (B)Slabs, landing, shelves, Balconis ,Lintels, Beams, Girdersand

Cantilever up to floor two level.(upto10 ton) (D) Columns pillars, posts & struts upto

floors two level.

The rate shall be for a unit of one Cmt.

Providing TMT Bar FE415 reinforcementfor R.C.C.work including bending,binding and

placing in position complete upto floor two level(upto 10 ton)

The rate shall be for a unit of Kg.basis.

Demolition including stacking of serviceable materials and disposal or unserviceable materials with all

leads and lifts : R.C.C. work.

1.0 Workmanship :

1.1 The relevant specifications of item No. 20.1 (I) shall be followed except that demolition of R.C.C.

work is to be done.

2.0 Mode of measurements & payment :

2.1 The relevant specification of item No. 20.1 shall be followed except that the demolition of

reinforced concrete structure. The unserviceable materials shall be disposed of at all leads and

lifts. The rate excludes scraping straightening of reinforcement but includes cutting of

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

The rate shall be for a unit of Cmt basis.

(b)Demolition incl. staking of serviceable materials & Disposal of Unserviceable materials with all lead

& lift Unreinforced Cement Concrete

1.0 Workmanship : The relevant specifications of item 10.1 (i) shall be followed except that the

unreinforced cement concrete work is to be demolished instead of lime concrete.

2.0 Mode of measurements & payment :

2.1 The relevant specifications of item No. 20.1 (I) shall be followed.

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

The rate shall be for a unit of Cmt basis.

Brick work using common burnt clay building bricks having crushing strength not

lessthan 35kg./Sq.Cm.in foundation and plinthin Cement Mortar1:6(1-Cement:6-

finesand)(A)Modular(upto 10 ton))

The rate shall be for a unit of Cmt basis.

Half brick masonry in common burnt clay-building bricks having crushing strength not

lessthan 35kg/cm2 in cementmortar1:4 (1 cement : 4 coarse sand) (A) Modular (6.30 I)

The rate shall be for a unit of Smt basis.

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

half brickwalls for interior plastering up to floor two level and finished even and smooth

in(ii)Cement mortar 1:3 (1-cement :3-sand)

The rate shall be for a unit of Smt basis.

20 mm thick sandfaced cement plaster on walls up to height 10 metres above ground level

consisting of 12 mm thick backing coat ofC.M.1:3(1-cement:3-sand)and 8mm thick

finishing coatof C.M. 1:1 (1-cement : 1-sand) etc. complete.

The rate shall be for a unit of Smt basis.

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

sand landing laid on a bed of 12 mm thick cement mortar1:3(1-cement:3-coarse sand)

finishing with flush pointing in white cement. (upto 10 ton)

The rate shall be for a unit of Smt basis.

Providing and laying Vitrified tiles 8to10mm thick,24''x24''in skrting risers of step sand

dedoon 10mm thick cement plaster1:3(1-cement:3-coarse sand) and jointed with white

cement slurry (upto 10 ton)

The rate shall be for a unit of Smt basis.

Providing and laying Ceramic tiles 6mm thick in flooring treads of steps and landing laid

on a bed of 12mm thick cement mortar1:3(1-cement:3-coarsesand)finishing with flush

pointing in white cement. (upto 10 ton)

The rate shall be for a unit of Smt basis.

Providing and laying Ceramic tiles 6mm thick in skrting riser of steps and dedoon 10mm thick

cement plaster1:3(1-cement:3-coarse sand) and jointed with white cement slurry (upto 10 ton)

The rate shall be for a unit of Smt basis.

Providing and laying white glazed tiles 6mm.thick in flooring,treads of steps&landing on

abed of 12mm.thick cement mortar 1:3(1cement:3coarsesand) finished with flush

pointing in white cement.

The rate shall be for a unit of Smt basis.

Providing and laying white glazed tiles 6mm thick in skrting riser sof steps and dedoon

10mm thick cement plaster1:3(1-cement:3-coarse sand) and jointed with white cement

slurry (upto 10 ton)

The rate shall be for a unit of Smt basis.

Providing & laying 600 mm wide, polished Kota stone for Kitchen platform over 25mm (

average ) th. Laid over a 3 nos. of brick partition wall including finish plaster etc. complite.

Maximum height of top of the platform shall be 750 mm.

The rate shall be for a unit of Smt basis.

Rough Kotach stone Slab. 25 mm thick

The rate shall be for a unit of Smt basis.

Vitryfied Granite tiles 8mm to 10mm thick 24x24 size Dark Shade

The rate shall be for a unit of Smt basis.

Labour Charges edge finished for Granite

The rate shall be for a unit of Rmt basis.

Providing and laying polished Kota stone slab (Polished, Green colour) flooring over

mm. (average) thick base of cement mortar 1:6 (1 cement : 6 coarse sand) or lime mortar

1:1.5 laid over and joined with grey cement slurry including rubbing and polishing

complete. (A) 25 mm

The rate shall be for a unit of Smt basis.

Providing and fixing washbasin with single hole for pillar tap with C.I.orM.S. brackets

painted with including cutting hole sand making good the same but excluding the fittings.

(A)vitreous China (II)Flatback washbasin 550mmx400mm size (I) in white colour.

The rate shall be for a unit of Each basis.

Providing and fixing kitchen sink with C.I.orM.S.brackets painted with including cutting

hole sand making good the same but excluding the fittings.(A) Vitreous China (II) Flat

back wash basin 600mm x 450 mm x 150 mm size.

The rate shall be for a unit of Each basis

Providing and fixing C.P brass waste for wash basin or sink

(A) 32 mm diameter.

The rate shall be for a unit of Each basis

The rate shall be for a unit of Each basis

Providing and fixing M.I fisher union forwash basin or sink

(A) 32 mm diameter.

The rate shall be for a unit of Each basis

Providing and fixing C.P brass shower rose with15mm or 20mm inlet.

(A)100mm diameter.

The rate shall be for a unit of Each basis

Providing andfixing 600mmx450mm bevelled edge mirror of superior glass mounted on

6mm thick A.C sheet or plywoods heet and fixed to wooden plugs with C.P brass screws

(B)600mmx20mm size.

The rate shall be for a unit of Each basis

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

plug swith C.P brass screws.(B)600 mm x 20 mm size

The rate shall be for a unit of Each basis

Providing and fixing 600mmx120mm glass shelf with C.P bracket and guard rail

complete,fixed to wooden plugs with C.P brass screws.

The rate shall be for a unit of Each basis.

Providing and fixing toilet paper holder (A) C.Brass.

The rate shall be for a unit of Each basis.

(a) Laminated sheet 0.80 mm thick

(b) Laminated sheet 1.00 mm thick

The rate shall be for a unit of sqm basis.

Finishing wall with water proofing cement paint of on wall surfaces(Twocoats) to give an

approved brand and manufacture and of required shape even shade after thoroughly

brushing the surface to remove all dirt and remains of loose powered materials.(18027

The rate shall be for a unit of sqm basis.

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

surface with enamel paint,brushing to give an even shade including cleaning the surface

of all dirt,dust and other foreign matter.

The rate shall be for a unit of sqm basis.

Extra over item 7 and 11 for every subsequent coat of paint

The rate shall be for a unit of sqm basis.

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

polished bright.

The rate shall be for a unit of Each basis.

(i) 15mm dia.(23028A

The rate shall be for a unit of Each basis.

Brass chromium plated screw down bibtap

(I) 15 mm diameter.

(II) 20 mm diameter

The rate shall be for a unit of each basis.

Providing and fixng pillar tap,capstan head,screw down high pressure with screws,shank

sand back nuts..

(I) 15 mm diameter.

(II) 20 mm diameter.

The rate shall be for a unit of each basis.

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

including fixing in pipe line etc.cmplete.

I) 20 mm diameter.

(II) 25 mm diameter

III) 32 mm diameter.

The rate shall be for a unit of Each basis.

Providing and fixing G.I.Rainwater spout of 50mm dia. and 30cm. length.(23039)

The rate shall be for a unit of Each basis.

Providing laying and jointing in trueline and level U.P.V.C.Pipe (SCH-40)for cold water

including fittings make PRINCE/SUPREME/ASTRAL/FINOLEX or equivalentas 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 concelled as directed including necessary fittings etc. including

testing of pipe and joint sand fixing the same with adhesive solvent, including cost of all

materials.(23061)

The rate shall be for a unit of RMT basis.

Provdg. & fixing UPVC handle valve of Prince,Supreme , Astral, finolex or equivalent make

as per dir. Of engg. In charge.

The rate shall be for a unit of No.basis.

Provdg. And fixing to wall ,ceiling and floor 6.00 kg. F/Sq.Cm working pressure

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

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

The rate shall be for a unit of No. basis.

Providing and fixing plastic seat & cover for wash down water closet with C.Pbrass hinges

and rubber buffers.(B)Black plastic seat & cover.

The rate shall be for a unit of each basis.

Providing and fixing Urinal of approved quality including connection with trap and within

tegrallongitudinal flush pipe.(A)Squating plate pattern white earthenware 550mm x

The rate shall be for a unit of each basis.

Providing and fixing in position collapsible shutters with vertical channels 20 x 10 x 2 mm

braced with flat iron diagonal 20 x 6 mm size with top and bottom rails T iron 40 x 40 x

mm with 38 mm dia steel pulleys complete with bolts, units, locking arrangements,

stoppers, handles, including a priming coat of red lead paint & approved make.(P.54,Item

The rate shall be for a unit of Sqm.basis.

P/F of 1/2 HP submersible pump in underground water tank with necessary connection,

starter,electrical fittings and water level controller (ISImarked )

The rate shall be for a unit of No. basis.

Providing and constructing, Underground (U/G) water tank of specified capacity, on

specified location, for all depths, in controlled CC of M-200 grade with bottom slab, top

slab and RCC walls, including cost of form work and reinforcement,with inside and

outside plaster in CM 1 :3 and water proofing treatment as per IWP specification,

including injection, grouting, etc. complete.The rate includes for providing and fixing two

nos. 0.6m. x 0.6 m. size medium duty CI manhole cover/s at top, including wash out pipe

line and inlet and outlet connections etc. complete.

The rate shall be for a unit of Lit basis.

Providing and Fixing black Poliethine Watertank with all necessary fittings and

fasteningand labour of approved brand and makeetc.comp.as directed.

The rate shall be for a unit of Lit basis.

Painting twocoats (excludingprimingcoat) on new steel and other metalsurface withe

namelpaint, brushing, interior to give aneven shade including cleaning the surface aneven

shade including cleanicn the surface of all dirt, dust and other foreign matter

The rate shall be for a unit of Smt basis.

Supplying and fixing of 300 mm-L x 150 mm-B x 380 mm-H Kerb block for Footpath in M-

20 grade using 20 mm nominal size black trap aggregate of Sevaliya/Timba or equivalent

quality for pre-cast blocks, reasonably exposed finish/ formwork , mould with well

equipped with vibratory system for kerb stones of approved design including curing, etc.

complete, including the cost of formwork etc. complete. The rate shall also include ne

cessary cutting of asphalt, fixing the Kerb stones in line and level on 5 cm thick sand

bedding with necessary equipments and materials. The rate shall also include the flush

pointing in CM (1:3) for all joints of the kerbstones. Filling of zari alone the sides of the

kerb stone fixed with Bituminous concrete Bituminous concrete / C.C. mixed in proper

position to flush with the road surface as directed by Engineer in change to form a

portable mixture.

The rate shall be for a unit of Rmt basis.

Providing special superior quality of approved shape and size pre-cast M35 Rubber

moulded cement conctere interlocking blocks of 60 mm th. Hydraulically pressed in

machine of single nature cement color for paving in flooring,footpath paving,any site with

Providing and fixing of interlocking cement concrete pavers cement concrete pavers

blocks 60 mm thick for footpath , manufactured by "super" ,"ALTO or equivalent as

approved by AMC and manufactured with vibro compacting & and steam cured with long

lasting guaranteed color and pattern as per architects' choice top surface should be anti

skid. in various color U V stabilized Compressive strength of minimum 350 kg/cm2 water

absorption should not be more than 7% in line and level complete. as per design in

different color combination compacted by using surface vibrator etc. complete detail as

per instruction of eng in charge

The interlocking paver should be as per approved sample which are kept at office of

Ahmedabad municipal corporation. The interlocking pavers should be made out of IS

quality Portland cement, fine quality sand and aggregates of 4.5 mm and smaller size,

60mm overall thickness. The pavers should be reflective with uv stabilized colour anti

glare and anti skid groove .All the ingredient of paver should meet the relevant IS codes.

The sand used for the paver should be finer than the sand used for bedding.

The entire work to be carried out as per the drawings and design and in the pattern as

given by architect. The workmanship is required to be of excellent quality and the paver

blocks should be manufactured in automatic plants using weigh batching and hydraulic

compaction. The mould for manufacturing the pavers should be of hard steel and should

be manufactured in single layer only. The vertical surfaces should be perpendicular to the

base and this also should be retained when kept for drying. The chamfers are to be of

uniform quality. The pavers should have uniform interlocking space of 2 to 3 mm for

proper compacted sand filling after the vibration on the paver surface. The paver should

have the following Eng. Properties when tested as per IS2185. Crushing strength 350 kg

per cm2 or as per architect’s requirement. Water absorption 7 % max. The pavers have to

be steam cured to attain min 90 % of crushing strength after one week of manufacturing.

However, the pavers should be able to possess crushing strength of 350 kg per cm2 or as

per architect’s requirement. The pavers are to be laid as per the slope by the experienced

workman by using compaction of sand by vibration. the pavers used at the edge of curbing

should be cut by hydraulic splitting keeping verticality intact. The contractors should

prepare the base by minimum 10 cms thick sand bed to attain after compaction. The sand

should not be compacted and only after the pavers are laid the compaction by vibration

should be done. The jointing sand should be deposited all over the pavers to obtain

suitable uniform joints.

Payment and Mode of measurement

The complete finished job will be measured and the unit of measurement will be in

square meters. The payment should be made per square meter. Including sand and blocks

, vibrating, finishing ,testing of complete item.

Extra rate for Rubber Moulded Paver Block

Payment and Mode of measurement

The complete finished job will be measured and the unit of measurement will be in

square meters. The payment should be made per square meter. Including sand and blocks

, vibrating, finishing ,testing of complete item.

The rate shall be for a unit of Smt basis.

Supplying and fixing Nimbhada ladi 37 to 50 mm thick for walk-way, covering the activity

of excavation, ramming, Laying on sand bedding as per requirement to fix the Nibhada

Stone in Line & Level with cement pointing in cement mortar 1:2 etc complete as directed.

The rate shall be for a unit of Smt basis.

Reinstatement of existing stone flooring over 30 mm th. base of sand bedding incl.

pointing with cement mortar 1:2 ( 1 cement : 2 stonedust ) etc. complete.

The rate shall be for a unit of Smt. basis.

Washing and cleaning tub or channel of T.C rate incl.Transport of silt ,soil and debries etc

from the site to approved location, including loading,unloading,stacking as directed

The rate shall be for a unit of No. basis.

Distempering with dry Distemper of approved brand and manufacture (two coats) and of

required shade on undecorated wall surfaces to give an even shade over and including a

priming coat of white washing after thoroughly brooming the surface free from mortar

droppings and other foreign matter.

The rate shall be for a unit of Smt basis.

Repairing of wooden door shutter as directed rate also including providing required iron

fixture, It also includes labour charges for erection and fixing door shutter etc. and

necessary repair as per site condition.

The rate shall be for a unit of no basis.

Providing and fixing M.S. Door and Window Prepared

with ms equal angle for frame and shutter with 18 BSG Sheet including Fixure and

fastening including REd lead Pain with two coat oil paint etv.including fixing in position.

Window With Grill

The rate shall be for a unit of Smt basis.

Providing and fixing S.W.gully trap with C.I. Grating brick masonry chamber and

watertight C.I.cover with frame of 300mmx300mm size (inside) with standard

weight.(i)Square mouth traps.(A)100mm x 100mm size P type. (upto 10 ton)

The rate shall be for a unit of each basis.

Providing and laying water proofing treatment with china mosaic tile flooring over an

average bed of 50 mm thick c.c 1:2:4 and 12 mm thick cement mortar 1:3 using glazed

tiles places of required size laid ad sirected at 3 mm to 5 mm apart including all labour

material and finishined with flush pointing in white cement etc compt.

The rate shall be for a unit of smt basis.

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

incharge of engineer 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 sheet.Rate also include necessary bending, cutting, labour

charges, Zinc Primer coat & Two coats of oil painting of color as approved by incharge of

engineer & making good the wall.sevan type of works

The rate shall be for a unit of Smt basis.

Supplying, labour for excavation of all types of soil at any depth including excavation of

asphalt pavement of any thickness, demolition of brick work in CM of any proportion

including stacking of serviceable materials and disposal of unserviceable material etc.

comp. as directed.

Makadam/ supervision at day / Night

The rate shall be for a unit of No. basis.

Hiring Charges For J.C.B.Machine Inclduing Cost Of Fuel, Operator, Dirver Etc..

The rate shall be for a unit of Hr.basis.

Light & Fan Point Point wiring

The rate shall be for a unit of Point basis.

Plug Point 6 Amp. Separate (up to 3 mtr.)

The rate shall be for a unit of Point basis.

Plug Point 6 Amp. General lighting board

The rate shall be for a unit of Point basis.

1.0 sq.mm Extra line after point wiring length

The rate shall be for a unit of Rmt. basis.

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.

The rate shall be for a unit of Sq.M. basis.

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

and of shade required on undecorated wall surfaces to give an even shade, over and

including a priming coat with alkali resistance primer of approved brand and

manufacture after thoroughly brushing the surface free from mortar droppings, and other

foreign matter and also including preparing the surface even and sand -papered smooth

(Bldg.s.o.r.2015-2016,it. No.18.57 Ch- 18)

(A)Extraover item 57 for every subsequent coat of wall painting with plastic emulsion paint of

approved brand.

(B) Extra over item 57 for painting with plastic emulsion paint of approved brand on ceilings and

(C) Extra over item 59 for every subsequent coat of painting with plastic emulsion paint onc

eiling and slopping roofs.

The rate shall be for a unit of Sq.M.basis.

White washing with lime on wall surface (twocoats) to give an even shade including

thoroughly booming the surface to remove all dirt,dust;mortardrops and other foreign

(A)Extra over items 11 to 12 for every subsequent coatof white washing with lime on wall

(B)Extra over item11for white washing with lime on ceilings and/or sloping roofs.

(C) Extra over item 59 for every subsequent coat of painting with plastic emulsion paint onc

eiling and slopping roofs.

The rate shall be for a unit of Smt basis.

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

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

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

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

The rate shall be for a unit of Kg. basis.

Providing and fixing Window Curtains with SS Rod incl. Curtain Astar and other required

fittings and other accessories including skilled labour as direction of engg in charge.(M.R.)

The rate shall be for a unit of No. basis.

Providing and fixing water closets quatting Pan(Indian type W.C.Pan)size 580mm (Earth

work,bed concrete,foot rest and trap to be measured and paid for separately (A)Vitreous

China.(I)Long pattern = White colour

The rate shall be for a unit of Each basis.

Providing and fixing wsh down water closet(European type,W.C.Pan) within tegral

PorStrap 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

The rate shall be for a unit of Each basis.

Providing and fixing 12.5 Litres low level flushing cistern with a pair,of C.I.or Mild

brackets,complete with fittings such as lead valve less syphon,15mm nom.nal size brass

ball valve with polythene float,C.P brass handle union sand couplings for connections,with

inlet,outlet and over flow pipes,40mm dia.porcelain enamelled flush bend including

cutting hole sink wall sand making good the same connecting the flush bend with cistern

and closet (over flow pipe to be measured and paid for separately)(A)Vitreous China (I) In

The rate shall be for a unit of Each basis.

Providing and fixing in position with clamp setc.32 mm nominal internal diameter

galvanised steel tube flush pipe for high level flushing cistern including connecting the

flush pipe with cistern and closet and making good the walls and floors.

The rate shall be for a unit of Rmt basis.

Providing and fixing G.I.inlet connection for flush pipe with W.C. Pan

The rate shall be for a unit of Each basis.

Providing and fixing PVC SWR Nahni trap IS 14735 for drain-100 mm dia meter with jali

of the following nominal diameter of self cleansing design with C.I scread down of hinged

grating including the cost of cutting and making good the walls.

The rate shall be for a unit of Each basis.

Providing and fixing 25mm thick shutters for cupboard including an odised alluminium

butt hinge swith necessary screws.(A)Indian teak wood(I)Fully panelled.

The rate shall be for a unit of Sqm basis.

Providing and fixing 25mm thick shutters for cupboard including an odised alluminium

butt hinge swith necessary screws. (A) Indian teak wood (II) Fully glazed.

The rate shall be for a unit of Sqm basis.

Providing and fixing 25mm thick shutters for cupboard including an odised alluminium

butt hinge swith necessary screws. (A)Indianteakwood(III)Partlypanalled& partly glazed.

The rate shall be for a unit of Sqm basis.

Providing and fixing 35mm thick shutters for Doors,windows and clerestory window

sincluding Indian teak wood frames10cmx7cm.size including anodized alluminium

fixtures and fastenings including primercoat of approved quality and two coat so foil

painting etc,complete.(ii) Fully Panelled.

The rate shall be for a unit of Sqm basis.

Providing and fixing window having extruded aluminum Colour anodized section frame

main outer size 95mmx24mmx1.17mm (of Jindal Section no:2459 @wt.of

0.738Kg/mt),horizontal Three track member size 92mmx31.75mmx1.30mm (of Jindal

Section no:8688,@Wt.1.07Kg/mt),vertical member of size 92mmx31.75mmx1.50mm (of

Jindal Section no:8933,@Wt.1.06Kg/mt) with sliding shutter sof horizontal member size

40mmx18mmx1.29mm (of Jindal Section no:[email protected]/mt),vertical member of

size 40mmx18mmx1.29mm (of Jindal Section no:[email protected]/mt/with 5mm

thick transparent bronze colour tinted float glass with powder coated aluminum fittings

and fixture sand transparent silicon sealant glass fixing to frame as per detail setc

The rate shall be for a unit of Sqm basis.

Providing & Fixing in position openable/sliding fully Panelled / fully glazed/Partly

panelled partly glazed Alluminium doors with frame using min 15 micron thick approved

metallic anodised extruded Alluminium section as aproved by eng.incharge. (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 clear glass of standard qaulity fixed with glazzing chips for glazzed

pannel & both side Laminated sheet for pannel (wtt.0.13 kg/Rmt) etc.comp.as direction

of engg.in charge.

The rate shall be for a unit of Sqm basis.

P/F. To Wall Ceiling And Floor 10.0 Kgf/Cm2 Working Pressure Pvc Pipes Of The

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

Necessary Fittings Etc. Complete. PVC SWR pipes IS 13592 for Drain - 75 mmdia

The rate shall be for a unit of Rmt basis.

P/F. To Wall Ceiling And Floor 10.0 Kgf/Cm2 Working Pressure Pvc Pipes Of The