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Tender Value
₹19.9 L
EMD Value
₹19,909.50
Closing Date
4 May 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Asst.Manager (North West Zone )
Drainage Line repairing And Maintenance work at Bopal-Ghuma area and shilaj canal road area and diff places of thaltej ward in North West Zone.
296902
tender notice no.13/25-26/t no-65
Open
Civil Works
Ahmedabad
3 documents required · 3 mandatory
₹1,500
AHMEDABAD MUNICIPAL COMMISIONER
₹19,909.50
15 Apr 2026
15 Apr 2026
15 Apr 2026
4 May 2026
15 Apr 2026
Name of work:- Drainage Line repairing And Maintenance work at Bopal-Ghuma area and shilaj canal
road area and diff places of thaltej ward in North West Zone.
QTY Item Description (w/o GST) Per Amount
Excavation for pipe line trenches for water
supply, sewerage line, manhole etc. all with
shoring and struting if required as per required
gradient and line including safety provisions
1 using site rails and stacking excavated stuff
including up to all required lead cleaning the
site etc. complete for all lifts and strata as
specified. In all sorts of soil and soft murrum.
GWSSB (2022-23) Item no
a 300 0 to 1.5 meter depth. 89.00 Cu.M
b 100 1.5 to 3 meter depth. 98.00 Cu.M
c 0 3 to 4.50 meter depth. 103.00 Cu.M
d 0 4.50 to 6.00 meter depth. 109.00 Cu.M
Extra rate over item of excavation of earth if
excavation is to be done in wet condition
without resorting to pumping but incl. of
bailing out of water.
Extra rate over item of excavation of earth for
excavation of asphalt pavement / RCC of
thickness up to 0.20 meter including
3 0 demolishing the asphalt carpet, metal,
soiling/cutting Reinforcement etc.comp. with
stacking the material as directed.(Based on
Previously approved rate by C E sir )
a 100 up to 0.20 meter thickness (By Manual) 71.10 Smt
Up to 0.30 meter (By any type of Breaker
Machine or R.C.C.Cutter machine including
cost of operator, fuel, & transportation etc
0.30 meter & above (By any type of Breaker
Machine or R.C.C.Cutter machine including
cost of operator, fuel, & transportation etc
Filling available excavated earth (excluding
rock) in trenches, plinth, sides of foundations
4 214.6775 etc. in layers not exceeding 20 cm. in depth 22.00 Cu.M
consolidation each deposited layer by
ramming and watering.
Conveyance charge of earth, lime, murrum,
building rubbish, manure, garbage, sludge,
excavated rock, fly ash, aggregates of any kind
5 0 executed outside the road site. Rate also
includes spreading & levelling etc complete.
Internal conveyance above 50 mt done within
the work site is not payable.
a 0 a) Lead up to 1 Km. 23.38 Cu.M
b 0 b) Lead From 1Km to 2 Km. 30.94 Cu.M
c 10 c) Lead From 2 Km to 3 Km. 38.37 Cu.M
d 8 d) Lead From 3 Km to 4 Km. 45.52 Cu.M
e 414 e) Lead From 4 Km to 5 Km. 52.42 Cu.M
f 8 f) Lead From 5 Km to 10 Km. 78.54 Cu.M
g 0 g) Lead From 10 Km to 15 Km. 104.65 Cu.M
Providing and supplying,and jointing ISI mark
only standard length stoneware pipes of
following class and diameter including
excavation for laying of pipes, insurance,
transportation, freight charges, octroi,
inspection charges, loading, unloading,
conveyance to departmental stores, stacking
etc. compl. (IS651/1989 or its latest revision)
including labour work for lowering, laying,
joiting with cement mortar (1:1) proportion,
proper postion, grade and alignment and all
level as directed by engineer in charge
including store to site of work jointing material
a 2 100 mm dia (IT CD NO 24001AA) 211.05 Rmt
b 2 150 mm dia (IT CD NO 24001BA) 288.23 Rmt
c 20 230 mm dia 400.54 Rmt
Providing & Supplying ISI Standard RCC pipes
(of sulphate resisting cement) in a standard
lengths of following class & dia meter suitable
for socket-spigot type including all taxes
insurance, transporation, freight charges,
octroi, inspection charges, loading, unloading,
conveyance to departmental stores, staking
etc complete (IS 458:1989) Class NP-3, test
pressure 0.7/kg/sqcm. Rate also includes
supplying RCC collar for RCC pipes including
taxes, carting, loading, unloading, etc
complete. Including labour work for lowering,
laying, jointing, RCC pipes in CM 1:1 1/2 of
following diameters in proper position, grade
and alignent at all as directed by engineer in
charge. inlcuding conveyance from store to
site of work labour giving hydraulic testing and
all necessary testing as per IS code (RCC pipe
Horizontal cast) (Based on Road Project
approved rate /SOR rate)
200 300 mm internal diameter 888.37 Rmt
Manufacturing, testing, supplying,
loading,transporting to
worksite,unloading.RCC pipe in OPC Cement
of following class with Socket and spigot joints
as per IS 458-2021 including EPDM Rubber
ring as per IS5382-1985 etc.comp.As Directed
by Engineering in charge. (Based on Drainage
project apporved rate/SOR Rate)
0 RCC NP3 Pipe with OPC Cement
a 200 450 mm dia. 1336 Rmt.
b 50 600 mm dia. 1909 Rmt.
c 34 900 mm dia. 3537 Rmt.
d 34 1200 mm dia. 5797 Rmt.
Lowering, laying and jointing R. C. C. pipes of
following diameters in proper position, grade
and alignment at all level as directed by
Engineer-in-charge including conveyance from
stores to site of work, labour, giving hydraulic
testing as per lSI code.
0 R.C.C. PIPES (At any Depth)
a 200 450 mm dia. 171 Rmt.
b 50 600 mm dia. 228 Rmt.
c 34 900 mm dia. 340 Rmt.
d 32 1200 mm dia. 440 Rmt.
Constructing Chamber of following size
including excavation, refilling, BBCC (1:5:10)
for foundation, C.C.Channel (1:2:4), finished
10 0 15 mm thick cement plaster inside in CM 1:3,
finishing with cement slurry, Brick masonary in
CM 1:5 & excluding the cost of chamber seat
cover etc.completed.
0.60 X 0.45 mt. size Inside Clear, Depth
from 0.0 to 0.90 meter
0.60 X 0.75 mt. size Inside Clear, Depth
from 0.0 to 0.90 meter.
0.75 X 0.75 mt. size (Inside Clear) Depth from
0.0 to 1.20 meter.
Constructing Slab Type M.H. Chamber Of The
Following Size Including Excavation, Refilling,
Brick Bats Cement Concrete (1:5:10) of
thickness 15 C.M., CC Channel (1:2:4) of
thickness 10 C.M., finished 15 mm thick
cement plaster inside & outside (Only for
shaft) In Cm 1:3, Finishing With Cement
Slurry, P/F 4 Mm Dia M.S.Steel Hdpe Coated
Steps 35 Cm C/C At 35 Cm Staggered
Masonary In Cm 1:5, Rcc Slab In Cc1:1.5:3 of
thickness 15 C.M.,Including Cantering &
Reinforcement (Single jalli at 15 C.M. c/c
bothway 10 mm dia.)But Excluding The Cost
Of Manhole Seat Cover Etc..Completed Of
Size 0.75 X 1.00 Meter (Inside Clear, M.H.
length should be parallel to the flow)
1.00 to 2.00 meter depth, (Slab at Ground
2.00 to 3.00 meter depth, (Slab at below
Rate reduction over item of Constructing Slab
Type M.H. Chamber of size 1.00 x 0.75 mt for
12 0 constructing slab @ depth more than 0.60 mt 460.71 DM
below Ground Level (Max. 3 unit of DM should
be reduced in this item)
Constructing Slab type M.H. Chamber of the
following size including excavation, refilling,
brick bats cement concrete (1:5:10) of
thickness 15 C.M., CC Channel (1:2:4) of
thickness 10 C.M., finished 15 mm thick
cement plaster inside & outside (Only for
shaft) in CM 1:3, finishing with cement slurry,
P/F 4 mm dia M.S.Steel HDPE coated steps
cm c/c at 35 cm staggered in masonary CM
1:5, RCC Slab in CC 1:1.5:3 of thickness
C.M., including Cantering & reinforcement
(double jalli at 15 C.M. c/c bothway 12 mm
dia.) but excluding the cost of Manhole seat
cover etc..completed. of Size 1.00 X
meter (Inside Clear, M.H. length should be
parallel to the flow.
1.00 to 2.00 meter depth, (Slab at Ground
2.00 to 3.00 meter depth, (Slab at below
3.00 to 4.00 meter depth, (Slab at below
Constructing Scrapper Slab Type M.H.
Chamber of following size incl. excavation,
refilling, brick bats cement concrete (1:5:10)
of thickness 15 C.M., C.C. channel (1:2:4) of
thickness 10 C.M., finished 15 mm thick
cement plaster inside (SRC) & outside (only
for shaft) in C.M.1:3, finishing with cement
slurry, P/F 4 mm dia M.S Steel HDPE coated
steps 35 cm c/c at 35 cm staggered Masonry
in C.M. 1:5, RCC slab in CC 1 : 1.5 : 3 of
thickness 23 C.M, including Cantering &
reinforcement (double jalli at 15 C.M c/c
bothway 12 mm dia.) but excluding the cost of
Manhole seat cover etc. completed (Inside
Clear, M.H. length should be parallel to the
0 For Pipe dia. <= 1000 mm
0 For Pipe dia. <= 1200 mm
Extra rate over item of Constructing Slab Type
M.H./Chamber of following size for
constructing M.H./ Chamber, per
Decimetre of additional depth or part thereof.
etc. complete. Of size 1.00 x 1.40 mt. (inside
clear) and Depth from.
a 0 4.00 to 5.00 meter depth, 521.43 DM
Rate reduction over item of Constructing Slab
Type M.H. Chamber of size 1.00 x 1.40 mt for
constructing slab @ depth more than 0.60 mt
16 2 for ( MH 2 to 3 mt depth) and 1.0 mt for (MH 586.61 DM
above 3.0 mt depth) below Ground Level
(Max. 5 unit of DM should be reduced in this
Dismantling of existing Arch type manhole up
to Arch and then Const. Slab type manhole of
following size incl. excavation, refilling and &
finished 15 mm thick cement plaster inside in
CM 1:3, P/F 4 mm dia M.S.Steel HDPE coated
steps 35 cm c/c at 35 cm staggered in
masonry CM 1:5, incl. cost of RCC Slab in CC
1:1.5:3, including Cantering & reinforcement
as directed by engineer in charge. Rate
includes carting of debris and excavated soil
1.00 x 0.75 mt (inside clear) RCC Slab of
thickness 15 C.M& reinforcement (Single jalli
at 15 C.M. c/c bothway 10 mm dia.) From 0 to
2 mt depth (Slab at Ground level)
1.00 x 0.75 mt (inside clear) RCC Slab of
thickness 15 C.M& reinforcement (Single jalli
at 15 C.M. c/c bothway 10 mm dia.) From 2 to
3 mt depth (Slab at below 1.00 mt. From G.L.)
1.40 x 1.00 mt (inside clear) RCC Slab of
thickness 23 CM & reinforcement (double jalli
at 15 C.M. c/c bothway 10 mm dia.) From 0 to
2 mt depth (Slab at Ground level)
1.40 x 1.00 mt (inside clear) RCC Slab of
thickness 23 CM& reinforcement (double jalli
at 15 C.M. c/c bothway 10 mm dia.) From 2 to 17008.93 No
3 mt depth (Slab at below 1.00 mt. From G.L.)
1.40 x 1.00 mt (inside clear) RCC Slab of
thickness 23 CM & reinforcement (double jalli
at 15 C.M. c/c bothway 10 mm dia.) From 3 to
4 mt depth (Slab at below 1.00 mt. From G.L.)
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.
a 8 a. 150 mm to 300 mm dia. 1339.29 No.
b 6 b. 400 mm to 600 mm dia. 2232.14 No.
Cutting the pipes of following dia coming in
the new M.H.in running sewer including
cutting bars, including removing debris /silt
19 0 from the M.H. and carting at a suitable
distance etc..complete as directed. No
payment for M.H. work will be made until pipe
is not cut completely in all respect.
a 4 150 mm to 300 mm dia. 1133.93 No.
b 4 400 mm to 600 mm dia. 1687.50 No.
Repairing damaged M.H. and rasing M.H. up to
road level incl. removing damaged brick work
and repairing by brick masonry in C.M. 1:5 and
plaster in C.M. 1:3 and fixing C.I. steps and
existing MH sheet cover, removing the debris
from MH and carting the same as
directed.(Based on apporved Road project
a 65 (A) up to 0.15 mt. (@ Two Coarse) 728.82 No.
b 75 (B) up to 0.35mt. (@ Four Coarse) 1155.44 No.
c 64 (C) up to 0.65 mt. (@ Seven Coarse) 1786.49 No.
d 10 (D) up to 0.90 mt. (@ Ten Coarse ) 2150.90 No.
Repairing damaged I.C./ Raising removing
damaged brick work and repairing by brick
masonry in C.M. 1:5 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.
Providing F.R.C. MH seat cover incl. carting to
the work site etc. comp. Directed.
F.R.C. Extra Heavy Duty (EHD-35) Manhole
Covers & Frames Cover : 728mm ø & 100 mm
thick circular cover, 35.00 MT load design,
100x2mm MS flat allround, 16mm ø plain
round bar for lifting the cover & should be
a 10 fitted with plastic cups. Frame : 560 mm ø 3354.74 Set
clear opening, outer size- 888x888x175 mm.
On the upper periphery of frame 25 x 3 mm
wide MS flat should be well embed in concrete
to protect the edges of frame. FRC E.H.D.-35
manhole cover & frame described as above
F.R.C. Heavy Duty [HD-20] Machinehole
Covers - 560 mm ø clear opening, The
b 18 dimension of frame and cover as per 1720.44 No.
mentioned in Amend No.1 to IS 12592 :
F.R.C. Medium Duty [MD-10] Machinehole
Covers - 560mm ø clear opening, The
c 4 dimension of frame and cover as per 1255.52 No.
mentioned in Amend No.1 to IS 12592 :
F.R.C. Medium Duty [MD-10] Chamber Covers
& Frame- 600 x 450 mm clear opening, The
d 4 dimension of frame and cover as per 2254.98 No.
mentioned in Amend No.1 to IS 12592 :
F.R.C. Light Duty [LD-2.5] Machinehole Covers
& Frames-560mm ø clear opening, The
e 4 dimension of frame and cover as per 1915.14 No.
mentioned in Amend No.1 to IS 12592 :
Carting and Fixing M.H., Chamber or Catchpite
Seat and Cover in line and level to match
exisisting road level in C.C. 1:2:4 and finishing
smooth, watering and protecting for 7 days
etc. complete as directed. M.H. seat cover will
be supplied byA.M.C.(from any store)
Providing Kachha of Pakka Dummy in the
following dia pipes and removing the same
after completion of the connection work as
a 4 (A) 100 mm to 300 mm dia. 199.11 No.
b 4 (B) 350 mm to 600 mm dia 302.68 No.
Providing Dead Cantering using good quality
Country Wood Planks, wall Plate of required
thickness and size including placing the nece.
25 8 supports of reqd. size, nailing, fixing with 312.50 Smt
mortar, levelling. All specification for dead
centring as per standard engg. practice etc.
comp. as directed.
Supplying, labour for break down repairing
work for activities like excavation, disliting,
26 0 removing debris from trench back filling etc.
comp. as directed by Eng.in charge.
Mazdoor at day /Night (As per AMC Circular
Barricading the entire break down or
excavated area on rental basis using wooden
ballies / M.S.angles at max. 2.00 meter centre
to centre, C.G.I. Sheet, reflective paint / Board
out side to avoid accident & for smooth traffic
diversion & movement including cautionary
27 34 board etc. Item also includes for making 79.99 Rmt.
temporary sufficient nos of lighting
arrangement through out the work with
necessary required arrangement. The same
shall be removed after completion of work.
(Only for break down work from start to
Fabricating, supply and erecting in position
Standard Structural steel sections conforming
to IS 2062 for railing , skywalk, stair, or other
works using ISMB, ISA, ISMC, MS plate, flat,
square bars, pipe, square pipe, rectangular
sections, square section, tube, etc. including
welding, cutting, wastage, etc. complete. The
rate is inclusive of welding rod, supply & fixing
of correct size nut, bolts, washers, including
28 70 one primer coat of red lead paint conforming 68.82 Kg.
IS:102 Zinc chromate paint conforming to
IS:104 followed by two coat of aluminium
paint as per IS:2339 OR enamel paint of color
as selected by engineer incharge, with all
contractor's materials, labour, tools & plants,
in bolted/welded construction as directed by
Engineer-in Charge. The waste cut pieces shall
not be included in the paying quantity. The
work shall be done as per drawing and
specification. The work shall be carried out as
per IS:800, IS:816.
Providing TMT Bar FE415 reinforcement for
R.C.C. work including bending, binding and
placing in position complete upto floor two
level (upto 10 ton)
Brick work using common burnt clay building
bricks having crushing strength not less than
35kg./Sq.Cm. In foundation and plinth in
Cement Mortar 1:5.(1-Cement: 5 -fine
sand)(B) Conventional.(R & B Building Road
Bridge SOR 2021-22 Item Code 06001BA,Item
No.as per NBO-6.12 page no.64Dist.
AHMEDABAD SOR 2021-22
Providing15mm thick cement plaster in single
coat on Rough (Similar) side of single or half
31 20 brickwalls for interior plastering upto floor two 186.55 Smt
level and finished even and smooth in (i)
Cement mortar 1:3 (1-cement:3-sand).
Reinstatement of Asphalt road using the same
Providing and Casting in situ ordinary
cement concrete M200 for R.C.C. Raft and
cutt off walls including necessary shuttering
laying, vibrating, ramming and curing
complete.(B) Walls, fom top of foundation
level upto floor two level.
Labour charger for lowering existing
Ventilating column safely with the help of
required capacity of hydra crane or any type of
required capacity of crane. Item also includes
34 2 welding machine , gas cutter , electric cutter , 5803.57 No
breaker etc necessary machineries required
for this work with out damage and item also
includes carting the same to the AMC store.
etc. comp as directed.
Constructing Bombay Pattern Type Catch Pit
of size 0.60 x 0.60 depth up to 1 mt including
excavation, B.B.C.C. (1:5:10), 23 cms thick
brick maso. wall in the prop. of CM (1:6) with
40 mm thick IPS flooring in the prop M15 at
bottom and 15 mm thick cement plaster
inside the catch pit in the proportion of CM
(1:3) with out jali etc. comp. as directed.
CatchPit Jali (Heavy duty) Fixing P/F FRC catch
pit jali with frame 600mm x 600mm clear
opening etc. comp.. As directed by engineer in
Providing, laying and jointing in true line and
level UPVC pipe (SCH-40) of following dia.
Including fittings of standard make as
approved by Engineer-in-charge.
a 2 15 mm 75.43 Rmt
b 70 25 mm 95.36 Rmt
c 4 40 mm 153.79 Rmt
Providing, supplying & fixing to wall ceiling and
floor 6.0 kg. F/Cm2 working pressure
polythelene pipes of the following outside dia.
Low density. Complete with special flange
empression type fittings. Wall clips etc. incl.
making good the wall ceilling and floor.
Hiring of Tractor with trolley considering 8 Hrs.
As working Day hours inclu. Driver (GWSSB
SOR-2022-23 Section-2E-Miscellenous Item
Providing and operation dewatering Pump
including fuel charges & operator Charges etc.
as directed etc. comp. (Shift for Eight Hour)
(For Each Pump Set, No payment should be
allowed for non working condition of
Hiring and operating Mud Pumps incl. Cost of
fuel and operator including the cost of to and
fro transportation, laying of the delivery hoses
41 2 as required, lowering and lifting the pumps as 16.00 H.P/Hr
and when required etc. complete. Set Do As
Directed. (No payment should be allowed for
non working condition of machinery)
Hiring and operating the 20 KV 3 Phase
Electric Generator for operating desilting
machinery, and lighting and other
requirements with Arranging diesel to run the
D.G. Set Do As Directed. 8 Hrs Shift. (No
payment should be allowed for non working
condition of machinery)
Providing & Supplying JCB Machine on rental
basis in case of emergency situation and
break down type work & also during
unavoidable condition as per instruction of
engg. in charge, rate includes all nece.
43 140 shifting, fuel and operating charges and 600.00 Hour
stacking of useful & non-useful materials
separately up to store. (No payment should be
allowed for non working condition of
machinery and for pipe line excavation and
Supplying Pneumatic Breaker Machine for
RCC Slab or Asphalt Demolishing Work on site
by using Operator, fuel, power Supply etc.
44 50 Complete as Directed. (No payment should be 600.00 HR.
allowed for non working condition of
machinery and for pipe line excavation and
M.H. work. Allowed only for break down work)
Total Estimated Tender Rs.
(in words also)
CONTRACTOR'S SIGNATURE Add.City Engineer
& STAMP (North West Zone)
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