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Tender Value
₹10 L
EMD Value
₹10,000
Closing Date
8 Jun 2026, 6:00 pm3d left
Assistant Manager (North West Zone)
Repairing And Renovation Work At Bhadaj Lake And Other Different Lake At Thaltej Ward In North West Zone. (A.R.C.) (Re-Invite)
310030
tender notice no.1/26-27/t no-108
Open
Civil Works
Ahmedabad
5 documents required · 5 mandatory
₹900
Municipal commissioner, Ahmedabad
₹10,000
30 May 2026
30 May 2026
30 May 2026
8 Jun 2026
30 May 2026
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
12 Upto 1.5 mt Depth 115.92 Cmt
12 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
8 1 including finishing the exposed surfaces with 6487.07 Cu.M.
cement mortar 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
etc. complete including the cost of form work but excluding
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
c 10 42.66 Floor
D) above floor two level Item No. 2(6.13) (B) Conventional Per
d 10 40.09 Floor
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
laying, excluding the cost of centering shuttering finishing
and reinforcement including cost of admixtures in
recommended proportions as per IS: 9103 to accelerate/
retard setting of concrete, improve 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
Half brick masonry in common brunt clay building
bricks having crushing strength not less than 35 Kg/Sq.Cm.
in Cement mortar 1:5 ( 1-Cement : 5 coarse sand ) in
foundation and Plinth conventional brickwork
Extra for half brick masonry in super structure above
15 20 plinth level upto floor two level (B) 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
18 2 hinges with necessary screws.(A) Indian teak wood. (i) 3006.75 Smt
Fully Panelled.
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
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
24 2 rail and bottom rail on either side, and 10 mm (5 mm x 2) 1135.02 Smt
thick, 20 mm wide cross PVC sheet as gap insert for top
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
angle and T-iron guide rail at top and bottom
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
27 3 section at 114.3x44.45 mm at (1.37kg/mt) Shutter 2900.00 Smt
middle section at 100x44.3 wt.(1.37 kg/mt) incl.providing
& installing 5 mm thick approved color Acrylic
sheet of standard quality fixed with glazing chips on
upper pannel & Laminated sheet on lower pannel
(wtt.0.13 kg/Rmt) etc.comp.as direction of engg.in
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
28 1 with sliding shutters of horizontal member size 40mm x 2119.14 Sq. M.
18mm x 1.29mm @ wt.of 0.456Kg/mt,vertical member of
size 40mm x 18mm x 1.29mm @ wt.of 0.456Kg/mt,@ with
5 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
29 1 alluminium) units equivalent Approved Rate)Frame 1950.00 Sq. M.
section of 63.50 x 38.50 mm. (wt. 0.68Kg/Rmt) incl.
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)
30 1 with colour anodized alluminium frame for 1163.92 Sq. M.
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
32 2 1 mm to 4 mm nominal size laid in cement marble powder 811.13 Sqm
mix 3:1 (3- Cement:1-Marble powder by weight) in
proportion of 4:7 (4- Cement: 7-marble chips by
volume) (C) Medium Shade pigment with approx
50% white cement and 50% ordinary cement (In top
layer only) (upto 10 ton)
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 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 15 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
40 10 12mm thick cement mortar 1:3 (1- cement : 3-coarse sand ) 1062.50 Sq. M.
finishing with flush pointing in white cement.
Providing and laying 24" x 24" vitrified 8 to
mm th.Double Charged Gloosy / Matt tiles of
Approved make as Approved by Adl.C.E. / Consultants
for upto 10 cm high skirting as approved by Engineer
41 15 in charge over 10 mm thick cement mortar 1:6 (1 cement 165.00 Rmt
: 6 coarse 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-
Lime putty:1.5-coarses and) laid over and jointed with
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
43 1 sand) or L.M. 1:1.5(1- lime putty : 1.5 - coarse sand) laid 2194.63 Sq.M.
and jointed with gray cement slurry including rubbing and
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)
45 5 and jointed with gray cement slury mixed with 1176.03 Sq.M.
pigment to 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
46 5 aggregate 20mm nominal size) laid in one layer and 297.68 Sq.M.
finished with a floating coat of neat cement. (A) 40mm
Providing and laying cement concrete flooring
1:2:4 (1-cement: 2-coarse sand:4-graded stone
47 5 aggregate 20mm nominal size) laid in one layer and 348.08 Sq.M.
finished with a floating coat of neat cement. (B) 50mm
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
48 10 using white cement including rounding off junctions 739.89 Sqm
and extending them up to15 cm along the wall,
clearing with water and oxalic acid etc.as
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
52 5 base self finished felt type 2 grade 1 and fifth and final 466.84 Sqm
course of stone grit 6 mm and down size or pea sizes
gravel spread at
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
70 10 pipes and fittings with ready mixed bituminous brushing, 20.16 Sqm
black, anti corrosive to give an even shade including
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
76 30 required shape even shade after thoroughly brushing the 113.40 Sqm
surface to 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 wall surface to give an even shade including
thoroughly brushing the surface free from mortar
dropping and other foreign matter and sand papered
Painting one coats (excluding priming coat) on previously
painted wood and wood based surface with enamel paint, to
78 40 give an even shade including cleaning the of all dirt, dust 55.13 Sq.M.
and other foreign matter.
Writing letter or figures on any surface with black
japan paint (stops, comas, hyphens and the like not to per
79 50 be measured and paid for separately) (i) 3.15 letter per
Block (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
83 1 as and disposal of unserviceable materials with 47.25 Sqm
all 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
94 5 out and filling solidly with a hot mixture of 75.29 Rmt
bitumen and clean dry sand (1:1 by weight)
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
96 2 Engg. In charge.(Jindal alluminium) units 4518.00 Sq. M.
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
38.50 mm. (wt.0.68 Kg/Rmt) incl. Providing &
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
98 1 primer on both side of the sheet and polyester top coat 510.10 Sqm
15-18 micron. The PP GI Sheet shall have plastic
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
99 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
100 2 steel barbed wire weighting 9.38 Kg. per 100 Metre, 385.40 Rmt
strained and fixed to posts with G.I, staples including
fixing the posts in ground with 0.5 M x 0.5.M x 0.5 M.
block in C.C 1:5:10 etc complete.
Renovation and Repairing work in Chainlink fencing
any size and also refixing work incl. febrication work
101 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
102 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.
103 1 thick slab with marble chips set in C.M. (1:6) (6 mm 933.98 Rmt
thick 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
104 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
105 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
106 5 recommended one litre chemical emulsion diluted with 19 54.98 Smt
liters of kerosene. Total diluted concentration will be
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%
107 5 concentration by mass) is recommended 10.5ml chemical 88.40 Smt
diluted with 5 liters of water application 0.5 litre chemical
/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
108 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
109 4 litre 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
110 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
111 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
112 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
113 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
114 side Dia. Low densidy, complete with special
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
115 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
116 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,
117 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
118 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
119 5 (1- Cement:1-fine sand) (Seal and cover to be 1290.80 Each
measured 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
120 4 waste pipe, pvcconnection etc. Complete.( size 1850.00 No.
Providing & Fixing Angle cock of " Ess Ess" - Trend
121 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
122 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
123 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
124 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.
125 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
126 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
127 2 P/F C.P. brass waste coupline, 32 mm dia fisher union
,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
128 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 /
129 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
130 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
131 2 C.P. brass bracket and guard rail complete mixed to 561.03 Each
wooden plug with C.P.brass screws.
132 5 Providing and fixing toilet paper holder. (A) C.P.Brass 414.53 Each
Providing and fixing screw down bib taps of following
133 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
134 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
135 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
136 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
137 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
138 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
139 5 etc.complete. (A) White earthen ware flat back or 1026.01 Each
corner type size 430mm x 260mm x 350mm.
Providing and fixing Urinal of approved quality
including connection with trap and with integral
140 3 longitudinal flush pipe. (A) Squating plate pattern 1535.63 Each
white earthen ware 550mm x 300mm.
Providing and fixing chromium plated, bottle trap
141 8 with necessary couplings of approved quality for wash 292.87 Each
Providing and fixing ball cock ofapproved quality as
142 4 directed. (A) Copper Metal (i) 25mm dia. 131.57 Each
Providing and fixing ball cock of approved quality as
143 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
144 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.
145 10 Pipe shall be fixed on the wall with the help of clamp at 71.93 Rmt
every two metre C/C or shall be concelled as
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
every two metre C/C or shall be concelled as
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
every two metre C/C or shall be concelled as
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.
148 5 Pipe shall be fixed on the wall with the help of clamp at 146.65 Rmt
every two metre C/C or shall be concelled as
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
every two metre C/C or shall be concelled as
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
150 10 and weighting 13 kg/100 mt. (Average) as per 390.00 Rmt
manufacture's specification. The rate shall also
include providing and fixing 1.20 mt.total long MS angle
40 x 40 x 6 mm @3.00 mt.c/c spacing embaded in RCC
column, angle posts shall be painted with one coats of red
oxide and two coats of enamel paint of approved quality
at top compound wall.
Fixing sun film for protection sunlight in black or any colour
151 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
152 5 & size 2"x1" & 1"x1" ,G.I. & Bitumen Washers, Silicon 1930.00 SqM
paste application for fixing the sheet . Rate also
includesnecessary bending, cutting, labor charges , Zinc
Primer coat & Two coats of oil painting of color as
approved by consultants & making good the wall. (N.S.)
Providing 2 mm thick F.R.P. Gutter with necessary M.S.
153 1 Supporting Brackets. (N.S.) 400.00 Rmt
Hiring charges for J.C.B.machine inclduing cost of
154 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
155 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
156 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
157 6 of 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
158 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
159 15 in cement mortar 1:1 including neat cement finishing, 23.45 Rmt
watering etc. complete.
160 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
161 1.9491 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
162 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
163 104.2 including bending, binding and placing in position complete 66.59 Kg.
up to floor two level
ProvidingTMTBarFE500/500Dreinforcement for
R.C.C.workincluding bending,binding and placing in position
164 100 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
165 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
166 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
167 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
168 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
170 10 of primer of approved brand and manufacture on 40.19 Sq.M.
new 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
171 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
172 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
173 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-
174 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
175 10 necessary cutting of asphalt, fixing the Kerbstones 393.00 Rmt
in line and level on 5 cm thick sand bedding
withnecessary equipments and materials. The rate
shall also include the flush pointing in CM (1:3) for all
joints of 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
176 25 paving blocks shall be executed in line and level by skill 429.00 Smt
mason of flooring work only. It should be laid in such a way
that the no cutting of the paver block to be necessary. if
cutting of paver block necessary then it should be cut by
machine only and carting. The finished surface of the paver
block shall have resonably good, plain finished. Paver
blocks shall be compacted and shall be relaid if necessary.
Gravel or such type of materials shall not be allowed for
production. Laying on 5 cms thick sand
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)
177 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
178 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
179 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.
180 1 400mm high 1000.00 Nos.
181 1 300 mm high 750.00 Nos.
182 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
183 5 of 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,
yellow) 350 x 500 x 50 mm, Size per color End Cape
MM x 175 MM x 50 MM TOP DESIGN - Lining Top flat
ANTI SKID PATTERN FOR GRIP COLOUR :- YELLOW &
BLACK BODY MATERIAL :- MODIFIED
184 1 THERMOPLASTICS (Polymer Rubberized ) • ECO 2185.00 Rmt.
FRIENDLY RECYCLE RUBBER Packing :- 4 pcs/ woven
Bag Load Capacity :- 20 MT Fitting ( Fixing on TRAKE) :-4
holes & END CAPE :- 2 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
185 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
drawing allowing openings for A.C. Diffusers,
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
187 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
188 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
189 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
190 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
191 2 with 1:2:4 mix (1-cement :2- coarse sand :4-graded stone 2903.89 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 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
192 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
193 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
194 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
195 1 window frames etc. including60 x 20mm beading of teak 754.65 Smt
Providing & fixing 15 cm wide chicken mesh jali with nails &
196 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
197 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
(600 x 600mm) The alluminium frame work is supported
from the cceiling with the help of G.I. hook and G.I.
wire/6mm M.S. rods of required sizes to maintain proper
level etc. The aluminium frame work is supported on
side wall with the use of alluminium L section of size 1 x1
(25 x 25mm) angles etc. complete as per direction of
Engineer in charge. Manufactures specification and
Providing and supplying of labour for necessary manual
excavation, cleaning, Shifting of Material Or any other, or
200 5 for any other work as directed by Engineer In charge. 551.00 No
The Rate includes Handcart with Mazdoor
201 5 Mukadam/supervisior/karigar 425.00 No
202 10 Fitter/Plumber/Mason 697.00 No
203 5 WELDER/ Gas cutter at Day /night 689.00 No
Supplting of welding machine / gas cutter including cost
204 4 of welding rods/gas, Transportation, including carting 1500.00 No
from site to work place.
205 10 Mazdoor at Day Female 450.00 No's
206 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
207 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
208 following dia. Nominal bore tube fittings and clamps
including making good the wall, ceiling and floor etc.
210 5 20 MM DIA 202.97 Rmt
211 5 25 MM DIA 247.25 Rmt
212 5 32 MM DIA 330.36 Rmt
214 5 50 MM DIA 647.30 Rmt
Supplying and fixing C.I. cover 300mm x 300mm without
215 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
217 10 punched (laser cut) lettering carried out on both the s.s 69.00 Sqinch
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
218 5 (Grey / White / Colour : 1 stone grit (approved coloured 709.60 Sqmt
chips)) including providing & 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 with cement slurry including
surface dressing, rubbing, 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
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
220 1.00 hardware as 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
Providing & Fixing Sun Control Reflective Type Film / Frosted
221 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
222 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
223 2.00 with bitumen and G.I. limpet washer or G.I. limpet washer. 719.93 Sqm
filled 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
224 1.00 iron J or L Hooks Bolts and nuts 8mm dia G.I. Limpet and 1042.78 Sqm
bitumen 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
225 4.00 priming coat of approved steel primer all complete as per the 126.68 Kg
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
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
MS Rivets. The pushback movement is achieved by
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 for
matching 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 Repairing And Renovation Work At Bhadaj Lake And Other Different
Lake At Thaltej Ward In North West Zone. (A.R.C.) (Re-Invite)
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
Tenders. and 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 Repairing And Renovation Work At Bhadaj Lake Rs. Rs.10000.00 12 months
And Other Different Lake At Thaltej Ward In
North West Zone. (A.R.C.) (Re-Invite) (Ex.monso
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 : Repairing And Renovation Work At Bhadaj Lake And Other Different Lake At
Thaltej Ward In North West Zone. (A.R.C.) (Re-Invite)
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", Rajmata Sindhyabhavan,
Bodakdev, Ahmedabad - 380
b) Bear the following identification:
(c) Indicate the name and address of the bidder.
TENDER FOR Repairing And Renovation Work At Bhadaj Lake And Other Different Lake At Thaltej Ward In
North West Zone. (A.R.C.) (Re-Invite)
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: Repairing And Renovation Work At Bhadaj Lake And Other Different Lake At
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 : Above said work.
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
Following Outside Dia Complete With Special Flange Type Fittings,Wall Clamps Incl. All
Necessary Fittings Etc. Complete. PVC SWR pipes IS 13592 for Drain - 110 mmdia
The rate shall be for a unit of Rmt basis.
Providing & Fixing fully glazed ventilator of M.S. Angle frame size 30 x 30 x 5 mm having
top half with fix glazing & bottom half with glazed louvers all with 4mm thi. Bajri glass
incl. one coat of primer & two coats of oil paints as per drawing
The rate shall be for a unit of Smt basis.
Providing & Fixing 30 to 35 mm thick Factory mad PVC Moulded Door shutter consistiing
of solid core single leaf flush door of 30 mm thickness lipped with 15 mm thick (5 mmx 3)
thick x 30 mm width on one style & top rail and 10 mm ( 5mmx2 ) thick x 30mm width on
other styles & bottom rail. The Inner panel laminated with 2 mm thick termite proof
water resistant & Fire resistant moulded PV sheet with 2,4,6 raised panel design in
different type plain and/or prelam PVC sheet on side one side after routing the moulded
design on flush door & 2 mm plain and/or prelam PVC sheet on other side using rubber
adhesive on flush door and solvent cement adhesive on the PVC lipping etc. complete as
per direction of E.I.C. manufacture' specification and drawing.
The rate shall be for a unit of Smt basis.
Providing form work in ordinary timber planking so as to give a rough finish including
centering,shuttering,strutting and propping etc.height of propping and centering below
supporting floor to ceiling not exceeding 4 m & removal of the same for in situ reinforced or
plain concrete work in(Bldg.sor 15-16,item no.9.1,page no-99)
(a)Foundation,footing,bases of columns etc. and mass concrete.
(b)Flat surface such as soffits of slab,landing and like (i)floors etc.200mm in thickness.
( c)Vertical surfaces such as walls(any thickness)partitions.
g1.columns,pillars,posts & struts(1)square,rectangular,polygonal in plan
2.columns,pillars,posts & struts(1)circular or curved in plan
h(1)sides and soffits of beam,haunching cantilevers,girders,bressumers and lintels not
exceeding 1 m in depth.
(2)sides and soffits of beam,haunching cantilevers,girders,bressumers and lintels exceeding
(L)chullah hoops,weather sheds,chhajas,carbels etc including edges.
(M)Staircase with sloping or stepped soffits incl.risers&strings excluding landing.
(Q)Vertical fins and vertical sun breakers.
The rate shall be for a unit of Smt basis.
Providing and applying fibre reinforced cementitious micro concrete work in ceillings
and beams incl.mixture of CEMSCREED HM(F)fair mate company material,FBR bonding
agent material with water in suitable proportion anti corrosive treatment on exposed
beams,ceilling steel bars with safecore r incl.all kind of labour etc.comp.including three
coat of white wash.(approved rate in arc)
The rate shall be for a unit of Smt basis.
Providing and laying polished Kota stone slab (polished,Green colour)flooring over
20mm(average)thick base of cement mortar 1:6(1 cement:6 coarse sand) or lime mortar
1:1.5 laid over and joined with grey cement slurry mixed with pigment omatchtheshade of
slab including rubbing and polishing etc. complete.(a)25mm thick.(P.185,item
The rate shall be for a unit of Smt basis.
providing and laying cement concrete flooring for I.P.S.1:2:4(for indian patent stones)(1
cement:2 course sand:4 graded stone aggregate 20 mm nominal size)lain in layer finished
with a floating coat of net cement.(40 mm th.)(p.187,item no.14.71,14015a)
The rate shall be for a unit of Smt basis.
Providing and Laying of Interlocking Paver Blocks usushape of high density 80 mm thick,
M-45 Grade Concrete using 6 mm To 20 mm Machine crished well graded stone aggregate
, sand, of Aproved Quality . OPC 53 grade cement with Contracter owen Concrete mix
Design Approved by Amc Cost include formwork, using, rubber / FRP Mould Laying Pevar
block as per required Grading, And Specification laid pevar block Shall be meachanicaly
Compected . the work of the paving work shall be level by Skill mason of flooring work
only. it shoud be laid in such away that the bo cutting of the pevar block to be necessary.
cutting of paver block by machine cut only carting to be done the finished surface of the
paver block shall have reasonably good plain finish paver block shall be Compected And
Shall be re laid necessary gravel or such type of materials shall not be allowed for
production, laying on 40 mm thick sand beding
The rate shall be for a unit of Smt basis.
Repairing damaged M.H./C.H. incl. removing damaged brick and repairing by masonry in
C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I. steps and M.H. /C.H. and carting the same as
The rate shall be for a unit of no basis.
Providing F.R.C. MH seat cover incl. carting to the work site etc. comp. as directed.(A) FRC
heavy duty cover size 730 mm. & 90 mm thick circular cover 20 M.T. design load and
frame size 560 mm clear opening size 890 mm x 890 mm x 120 mm.The rate shall be for a
unit of Smt basis.
The rate shall be for a unit of no basis.
Providing, supplying and fixing precast C.C. blocks (M-20) edge kerb having size of 75 x
300 x 300 mm depth and as per design conveying it to the site, jointing into C:M 1:3 and
racking out the joints incl. necessary excavation of asphalt, soil etc..completed.
The rate shall be for a unit of rmt basis.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations
etc. in layers not exceeding 20 cm. in depth consolidation each deposited layer by
ramming and watering
The rate shall be for a unit ofcmt basis.
Finishing wall with Apex Ultima Acrylic paint of " Asian Paint " or equivalent on wall
surfaces (two coats) to give required even shade after application of Exterior Primer of
Approved Brand & Manufactures after thoroughly brushing the surface to remove all dirt
& remains of loose powered materials.(N.S.)
The rate shall be for a unit of Smt basis.
Gypsum False Ceiling work:Providing & fixing suspended false ceiling, which includes
Gypsteel ULTRA™ or equivalent CRP surface ribbed perimeter channels (having one
flange of 20mm and another flange of 30mm and a web of 27mm) along the perimeter of
ceiling, screw fixed to brick wall/partition with the help of nylon sleeves and screws, at
610mm centres. Then suspending Gypsteel ULTRA™ or equivalent CRP surface ribbed
intermediate channels of size 45mm (with two flanges of 15mm each) from the soffit at
1220mm centres with Gypsteel ULTRA™ CRP surface ribbed ceiling angle of width
25mmx10mm fixed to soffit with GI cleat and steel expansion fasteners. Then Gypsteel
ULTRA™ or equivalent CRP surface ribbed Ceiling section of having web of 51.5mm and
two flanges of 26mm each with lips of 10.5mm are then fixed to the Gypsteel ULTRA™ or
equivalent intermediate channel with the help of connecting clip and in direction
perpendicular to the Gypsteel or equivalent intermediate channel at 457mm centres.
Single layer of 12.5mm tapered edge Gyproc® MR (conforming to IS 2095 part 1, 2011) or
equivalent is then screw fixed to ceiling section with 25mm drywall screws at 230mm
centres.Screw fixing is done mechanically either with screw driver or drilling machine
with suitable attachment. Finally square and tapered edges of the boards are to be jointed
and finished so as to have a flush look which includes filling and finishing with Gyproc or
equivalent jointing compound and Gyproc or equivalent joint Paper tape complete as per
instruction of engineer-in charge.
The rate shall be for a unit of Smt basis.
Supply and erecting 300x300mm sizE25w LED Square Surface panel light fixtures
concrete and plain concrete work in. (A) Foundations Footings Bases of Columns etc. and
The rate shall be for a unit ofno basis.
Filling in plinth with sand under floors including watering,ramming,consolidation and
dressing etc.completed.(P.41,ch.4,item.no.4.24-0.0)I00055
The rate shall be for a unit of cmt basis.
Filling in foundation and plinth with murrum or selected soil in layers of 20 cm.thickness
including watering,ramming,consolidation etc.completed.(P.15,ch.4,item.no.4.24-
The rate shall be for a unit of cmt basis.
P/F glass of 4mm thick for vent lowers and window with wooden border patti as per
instruction of eng.in charge.(app.rate)
The rate shall be for a unit ofno basis.
Labour work for fixing above or any interlocking blocks/nimbhada on upto 50mm thick
sand bedding,levelling,watering abd fixing rate incl.average 30cm depth for excavation
and or filling,carting away debries/excavated material up to 5 km and cleaning the site
etc.comp.as directed.I00194
The rate shall be for a unit ofsmt basis.
P/F masonary wall with porbandar lachiya stone with well dressed groove as per directed
by engineer in charge for foundation plinth or super structure level (above plinth level up
to floor two level ) in cement morth 1:5 (1 cement :5 fine sand ) including pointing the
joint with white cementand yellow oxidine powder in proportion to match stone color the
joints should be thread grooved as per exi.lake stone pitching appearance
stone masonary walls/stone dressed single faced
stone copoing (sizE25"x8"x4") Rmt
stone copoing (size 15"x8"x9") Rmt
stone coloum (size 15"x15") cmt
stone coloum top size 20"x20"x9" no
labor work for construction Uncoarsed stone masonry by using avalable stone in c:m 1:6
in (1 cement :6 coarse sand) including pointing the joint with grey cement and in
proportion to match stone colour the joints should be thred grooved as per exi. lake stone
pitching /wall apperance as
requred watering, levelling etc. comp, in foundation and plinth and above plinth level. as
The rate shall be for a unit of cmt basis.
P/L coursed masnory with hard stone of approved quality for pitching in cement mortar
1:6 (1 cement :6 coarse sand) including dressing of murrum or sand as required
waterring, levelling etc, comp, in foundation and plinth and above plinth
The rate shall be for a unit of cmt basis.
Filling in foundation and plinth with brickBats Chhara in layers of 20cm.thickness
including watering, remming and consolidating etc. complete. (upto 10 ton)[SOR 2015-
16 -Itemcode 4009,Page.41]
The rate shall be for a unit of cmt basis.
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 monsoon for
Hrs. Shift. Work shall be carried out as per the instrucitons
of Engineer In-Charge. No extra charged shall be paid for night shift.
The rate shall be for a unit of trip basis.
Providing and Fixing pvc.Door (sintex door-equivalent) with necessary alluminium fitting
with EL-7 section frame
The rate shall be for a unit of smt basis.
Providing & fixing 2.00 mm thick F.R.P. sheet of good quality and standard make rate also
includes necessary fabrication structure in the grid of 1'-6" x 1'-6" size usiung hollow pipe
of size 3/4" x 3/4" , 2" x 1" & 1" x 1" rate also inclusive necessary bending ,cutting and
fabrication charges and priming coat and 2 coats of oil paint of shade approved by
engineer in-charge rate also includes washer and silicon paste required for fixing the
sheet in good quality as diredted.(As per ARC)
The rate shall be for a unit of smt basis.
Chainlink fencing: chainlink fencing (4' 0" tall) with necessary 3"Diametre M.S. pipe of
size 1.50 mts. and frame of 35x35x5 mm M.S. angle and fixing with 25x5 mm M.S. flat,
including necessary foundation work with R.C. C. 1:2:4, of size atleats 350mm x 350mm
x230mm rate also incudes painting all the steel works with one coat of primer coat and
coats of approved brand and shade oil bound enamel paint, etc,
complete. The spacing of the chain link shall be not more than 50 mm c/c, and the gauge
of the wire used shall be 10 gauge.
The rate shall be for a unit of smt basis.
P/F chainlink fencing jali of 2.50 x 1.20 mt size consisting of 50 mm dia MS black pipe
mt height fixed in CC 1:2:4 of size 0.15 x 0.15x 0.30 mtr. The size of Chainlink jali 54 mm
x 54 mm 12 gauge fixed in 2.40 m x 1.20 m size frame of 35 x 35x 5 mm size angle and
x 3 mm size flat patties welded with jali . The jali shall be welded/riveted with vertical MS
pipe with necessary holdfast to be fixed at bottom in masonary wall as per instruction
given. The MS pipe MS frame MS angle and chainlink painted with 1 coat of primer and
two coat of oil paint .etc comp
The rate shall be for a unit of rmt basis.
Providing & fixing fencing with M.S angle posts 40mmx40mmx6mm an oil painting 3 coat
fixed at 3 mt c/c with five horizontal lines and two diagonals of galvanized steel barbed
wire weighing 9.38 kg.per 100 meter,stained fixed to posts G.I.sptaples,including fixing
the posts in column of compound wall etc.complete.I00832 wire fencing
The rate shall be for a unit of rmt basis.
Doorclosers(Heavytypeof765number)HardwireorEverite Prabhat or Equivalent.
The rate shall be for a unit of Each basis.
Doorclosersarrowtypewithspring12lengthasapprovedsample (30 cms)
The rate shall be for a unit of Each basis.
S.S. Stopper 30 Cm long of ASIS
The rate shall be for a unit of no basis.
S.S. Stopper 20 Cm long of ASIS
The rate shall be for a unit of no basis.
S.S. Aldrop 20 Cm long of ASIS 304 Grade
The rate shall be for a unit of no basis.
S.S. Aldrop 25 Cm long of ASIS 304 Grade
The rate shall be for a unit of no basis.
S.S. Aldrop 30 Cm long of ASIS 304 Grade
The rate shall be for a unit of no basis.
S.S.Handlefordoor/window10CmsizeofASIS304Grade
The rate shall be for a unit of no basis.
S.S. Handle for Door 15 Cm size of ASIS 304 Grade
The rate shall be for a unit of no basis.
Handle for doors Windows Cupboards etc. 10 cms. Length
The rate shall be for a unit of each basis.
Handle for doors Windows Cupboards etc. 15 cms. Length
The rate shall be for a unit of each basis.
Labour charges - Carpentar 2nd Class.
The rate shall be for a unit of each basis.
Locks Godrej cupboard 3 (7.5 cms).
The rate shall be for a unit of each basis.
(A)Fixing metallic cupboard or wardrobe locks of sizes with necessary screws
etc.complete(Locksand screws to be paid separately)
(B)Fixing metallic cupboard or wardrobe locks of sizes with necessary screws/bolts
etc.complete (knobs and screws/bolts to be paid separately)
(C)Fixing metallic floor door stoppers of sizes with rubber cushion screws etc.to
suitshutter thickeness complete(Floor doors topper with rubber cushion and screws to be
paid under separate items)
(D)Fixing metallic door handles o rknobs for mortice locks with necessary screws
etc.complete(Doorhandles /knobs and screws to be paid spearately)
The rate shall be for a unit of each basis.
Supplying nece hardware,G.I. Fittngs etc.comp of app.quality as under
(a)1/2 '' Half turn bib cock
(b)1/2 '' Gun metal check or nonruturn full wheel valve.
(c) 1/2 '' Piller tap
(d) 1/2 '' stop cock
(e) 1/2 '' G.I. Nipple -3 "'
(f) 1/2 '' G.I. Nipple -6 "'
(g) 1/2 '' G.I. Nipple -9 "'
(h) 1/2 '' G.I. Nipple -12 "'
(j) S.S.Soap dish
The rate shall be for a unit of NO basis.
Provdg. & fixing ball cock of approved qaulity as directed.
(A) Copper metel.
The rate shall be for a unit of NO basis.
Provdg. & Fixing Flat Back Large Urinal of White/ color of "Cera" or " Hindware" incl. C.P.
Brass waste coupline , waste pipe, pvc connection etc. Complete.( size 635 x395x420 mm )
The rate shall be for a unit of NO basis.
Provdg. & laying S.W. Gully trap with C.I. garting brick masonry chamber & water tight C.I.
cover with frame of 300 mm x 300 mm size ( inside) with standard weight.sqare mouth
trap size 150 x100 mm P trap
The rate shall be for a unit of No basis.
Providing corrugated 0.80 mm (22 gauge) thick G.I. sheets roofing fixed with galvanized
iron ‘J’ or ‘L’ hook bolts, and nuts 8 mm. dia with bitumen and G.I. limpet washers filled
with white lead complete excluding the cost of purlines, rafters and trusses.
The rate shall be for a unit of SMT basis.
Making connection to the ex.M.H.in running sewer incl.Dewatering and other required
machinery etc. of following dia pipes at any convenient time. All damaged work shall be
well repaired as per instructions. etc..complete. a. 150 mm to 300 mm dia.
The rate shall be for a unit of No basis.
Repairing damaged I.C./ Raising removing damaged brick work and repairing by brick
masonry in C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I. steps and existing chamber sheet
cover, removing the debris from chamber and carting the same as directed.
The rate shall be for a unit of NO basis.
Providing, supplying of good quality chharu(made of brick) and spreading on track of
garden, as directed. Chharu should be made of good quality bricks, it should be red
in colour, free from coal''s dust. There should not be broken stone, brocken bricks,
grass, garbedge, in chharu. Item also incl. spreading of chharu with necessary
watering and properly consolidation with kuba. or as direceted by engg. incharge etc
The rate shall be for a unit of CMT basis.
Labour charges for cleaning U.G. & O. H. tank by modern science technology with six stage
process as below (1) Dewatering existing water by submersible pump. (2) Hydrojetting by
150 kg. per sq.cm pressure. (3) Vaccum cleaning to suck the sludge & Turbidity on bottom
surface (4) Heat air system by 80 degree c. tmp. for drying corners & all sides of tank. (5)
Anti bacterial chemical spraying to all surface of tank and then (6) Ultra violet radiation
pan Treatment to tank in this six stages on site classic supply etc. shall be provided by
Muni. Corporation. without charging any extra cost. The complete tank ckeaning by mono
cleaning systems as directed, rate of above process are as below capacity of tank.
(Approved Rate)
(a)up to 10000 ltrs
(b)10001 to 20000 ltrs
(c)above 20000 ltrs.
The rate shall be for a unit of ltrs basis.
Providing and fixing stoper (M.S.) 6 inch with necessary fiting in wooden door including
removel of old fiting if any etc completed as directed. I00870 6 inch
The rate shall be for a unit of No basis.
Providing and fixing Aldrop 10 mm size (M.S.) with necessary fiting in wooden door
including removel of old fiting if any etc completed as directed. I00872 Aldrop 10mm
The rate shall be for a unit of No basis.
Providing and fixing handle (M.S.) 4 inch size in with necessary fitting in wooden windows
including removal of old fitting if any etc completed as directed.I00873
The rate shall be for a unit of NO basis.
Providing and fixing stopper (aluminium) 6 inch with necessary fiting in wooden door
including removel of old fitting if any etc completed as directed. I00890 6 inch.
The rate shall be for a unit of NO basis.
Providing and fixing Aldrop 10 mm size (aluminium) with necessary fiting in wooden
door including removel of old fiting if any etc completed as directed I00891
The rate shall be for a unit of NO basis.
Providing and fixing handle (aluminium) 6 inch size in with necessary fitting in wooden
door including removal of old fitting if any etc completed as directed.I00889
The rate shall be for a unit of NO basis.
Rapairing Of Door & Window (Steel).It Also Including Labour Charges For Erection And
Fixing Door Shutter & Frame Etc.And Necessary Repair As Per Site Condition.(N.S.)
The rate shall be for a unit of NO basis.
Providing & erecting Approved make Power Saving 50 Watt Ceiling Fan with double ball
bearing ISI mark with Condenser 230 volt A.C. 50 Hz 1200 mm sweep complete having
3blades with aluminium blades with , canopy & suitable lenght of down rod erected with
24/ 0.2, 3 core flexible wire with earthing.(Make shall be approved by Engineer in
The rate shall be for a unit of NO basis.
Prividing & Fixing T-5 tubelight set complete with accessories 4 feet as dire.by Engg. in
The rate shall be for a unit of NO basis.
FALSE CEILING - Armstrong Ceiling: Providing & fixing of false ceilings at all heights of
x 600 x 15mm Armstrong Mineral Fibre ceiling tiles of type Armstrong Contrast Linear /
Square Or Circle ML Edge RH –95% laid on Armstrong 15mm Silhouette exposed grid
systems with 15mm wide T-section flanges colour black. The frame work comprise of
main runner of size 15x42x3600mm spaced at 1200mm centers securely fixed to the
structural soffit by approved hangers at 1200mm maximum centers. Hangers (GI Wire of
4.0mm dia) to be fixed by approved roof plug, level adjusters and screws etc. The last
hanger at the end of each main runner should not be greater than 450mm from the
adjacent wall. Flush fitting 1200mm long cross tees of size 15x42x1200mm to be
interlocked between main runners at 600mm centers to form a 1200mm x 600mm
module. Cut cross tees longer that 600mm to be supported independently. 600mm x
600mm modules to be formed by fitting 600mm long flush fitting cross tees of size
15x42x600mm centrally between the 1200mm cross tees. Perimeter Wall Angle of size
19x19x3000mm secured to walls at 450mm maximum centers. Finally Contrast having
crispi surface with Linear / Square OR Circle RH95 15mm thick (NRC–0.55, Light
Reflectance >84%, CAC – 34db, k value = 0.052 to 0.057 w/m k ) Micro look Edge has to be
laid on the 600mm x 600mm module. Axioms of (50mm/100mm/150mm) to be used for
different level & drops in the ceiling as per the Architects design & drawings.
The rate shall be for a unit of smt basis.
Gypsum False ceiling patta work:
Providing and fixing vertical patta of gypsum false ceiling as per the specifications
mentioned above. The vertical patta shall be provided up to 300mm above which the
measurement shall be done in sq. mtr. as per design and instructions of engineer in charge.
The rate shall be for a unit of RMT basis..
Stainless Steel Metal Letters: Providing and fixing Stainless steel brush / matt finish metal
letters in any language as directed. Rate includes fixing the same at any height and level as
directed by the project consultants.
The rate shall be for a unit of R.Inch basis.
Box type metal letters forming composite box made from 1mm thick stainless steel plate
of grade 304 having brush finish of following font size to be fixed at Main Gate in english
and or Gujrati and including fixing charges approved before fixing by client / consultant.
The rate shall be for a unit of NO basis.
Prividing & Fixing Wall fan 16 " as dire.by Engg. in charge.
The rate shall be for a unit of NO basis.
Supply and erecting Decorative call bell Ting-tong box type 250 volts complete erected
The rate shall be for a unit of NO basis.
Providing and fixing s.s.304 grade stair railing as per design given and direction of
The rate shall be for a unit of RMT basis.
Providing and fixing s.s.304 grade stair railing Pipe as per design given and direction of
The rate shall be for a unit of Rmt basis.
Signage - internal and external signage boards in aluminum, ACP sheet, S.S., wood etc. as
The rate shall be for a unit of Sq.inch basis.
Supplying and fixing C.I. cover 300mm x 300mm without frame for Gulley trap (Standard
pattern) te weight of cover to be not less 4.53 Kg.)
The rate shall be for a unit of No basis.
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.
The rate shall be for a unit of Rmt basis.
CONTRACTOR'S SIGNATURE DY.CITY ENGINEER
& STAMP (North West Zone)
AHMEDABAD MUNICIPAL CORPORATION
ENGINEERING DEPARTMENT
GENERAL CONDITION
As per City Engineer’s circular no.-6/2011-12 Dt.24.6.2011 all terms & conditions will be
Seal and Signature of the Bidder Dy. City Engineer
Date: (North West Zone)
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