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Tender Value
₹4.1 Cr
EMD Value
₹4.1 L
Closing Date
16 Apr 2026, 4:00 pmClosed
ADD CITY ENGINEER , SOUTH ZONE
Providing & laying Storm line Extension to Kharicut Canal (Phase I) in South Zone of AMC area
293231
E Tender Notice No.22-2025/26, T.No.1446
Open
Civil - All
Ahmedabad
₹6,000
Municipal Commissioner, Ahmedabad
₹4.1 L
2 Apr 2026
2 Apr 2026
2 Apr 2026
9 Apr 2026
2 Apr 2026
(4) Date of e-Tender (Technical Bid) Opening : Dt. 16/04/2026 at 17.00 hours
Municipal Commissioner
Ahmedabad Municipal Corporation
Sardar Patel Bhavan
Ahmedabad – 380
Gujarat (INDIA)
Providing & laying Storm line Extension to Kharicut Canal (Phase I) in South Zone of
PRICE QUOTATION SHEET
Earnest Money Paid Rs. : Rs. 4,05,166/-
Date of Opening of Tender :
Quoted Price in Rs. 4,05,16,641/-
I / We am / are willing to carry out work at _____________________ % above / below* percent (should be written in figures and
words) of the estimated cost, as mentioned above. Amount of my / our tender works out for Rs. ________________ (in figures)
Estimated amount put to tender Rs. Estimated amount put to tender Rs.
Add ________ % above Rs. __________ Deduct ________ % below Rs. ___________
Total Rs. __________ Net Rs. ___________
Signature of Contractor Additional City Engineer (South Zone)
Name : Ahmedabad Municipal Corporation
Company's Seal :
TENDERED COST FOR
PROVIDING & LAYING STORM LINE EXTENSION TO KHARICUT CANAL
(PHASE I) IN SOUTH ZONE OF AMC AREA
Sr. No. Component Amount (Rs.)
1 Storm Line Extension to Kharicut Canal (Phase I) in South Zone of
AMC Area (Total Length = 2.74 KM)
2 Shifting of Service lines and miscellaneous work
Signature of Contractor Additional City Engineer (South Zone)
Name : Ahmedabad Municipal Corporation
Company's Seal :
SCHEDULE OF QUANTITIES AN RATES FOR
PROVIDING & LAYING STORM LINE EXTENSION TO KHARICUT CANAL (PHASE I) IN SOUTH ZONE OF AMC AREA
Sr. Description Qty Rate in Rs. Unit Amount
1 Excavation for pipe line trenches etc. for all with shoring and strutting if
required as per required gradient and line including safety provisions 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 sort of
soils and soft murrum
2 Extra rate over item of excavation of earth if excavation is to be done in wet 3300.00 18.04 m3
condition without resorting to pumping out incl. of bailing out of water.
3 Providing bedding incl. ramming, watering, levelling consolidating etc. 200.00 329.00 m3
complete as per standard and instruction of engineer in charge as above with
required quality sand brought from outside including all lead
4 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.
RCC NP3 Pipe with OPC Cement
300 mm dia. for Curb inlet 1560.00 747.00 Rmt.
5 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.
R.C.C. PIPES (At any Depth)
300 mm dia. for Curb inlet 1560.00 119.00 Rmt.
6 Providing & Constructing Precast RCC Manhole in RCC M-40 grade
Controlled concrete as per drawing, in OPC including excavation, 80 mm
thick P.C.C. in M-15, Reinforcement in TMT-500, PVC Foot steps,
Providing & fixing FRC Manhole frame & cover complete etc.
For 900 mm dia.pipe for any depth & For 600 dia. Pipe (more than 4 m.
(i) 1.5 dia x 2.0m Depth 14.00 50265.00 No
(ii) 1.5 dia x 3.0m Depth 9.00 58129.00 No
Sr. Description Qty Rate in Rs. Unit Amount
For 1200 mm dia.pipe for any depth
(i) 2.0 dia x 3.0 m depth 20.00 94945.00 No
(ii) 2.0 dia x 4.0 m depth 1.00 116166.00 No
For 1400 mm & 1600 mm dia.pipe for any depth
(i) 2.4 dia x 3.0m Depth 9.00 148215.00 No
7 Constructing Scrapper Slab Type M.H. Chamber of following size incl.
excavation, refilling, brick bats cement concrete (1:5:10) of thickness
C.M., C.C. channel (1:2:4) of thickness 10 C.M., finished 15 mm thick
cement plaster inside & 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
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 flow
<= 1000 mm dia.
<= 1200 mm dia.
<= 1400 mm dia.
<= 1600 mm dia.
8 Constructing curb inlet with catch basin of size 0.75 x 0.75 m depth upto
m including excavation, refilling, 23 cms thick brick walls in CM (1:5) with
C.C. 1:4:8, 20mm thick cement plaster in CM (1:3) outside and 10 mm thick
inside cement plaster in CM (1:3), including perforated precast concrete
Extra heavy duty (EHD) 35 type frame & cover incl. carting to the work site
& fixing , Coping in M25, PVC foot steps etc. complete.
i) Curb inlet with catch basin 104.00 11370.00 No.
9 Extra rate over item of excavation of earth for excavation of asphalt
pavement/RCC of thickness upto 0.2 mt. including demolishing the asphalt
carpet, metal, solling/cutting reinforcement etc. complete with stacking the
material as directed.
a) Upto 0.2 meter thickness (By Manual) 17045.00 72.14 Smt.
Sr. Description Qty Rate in Rs. Unit Amount
10 Providing, laying, spreading and compacting graded stone aggregate to wet 4265.00 1146.95 m3
mix macadam specification including premixing the Material with water at
OMC in mechanical mix plant carriage of mixed Material by tipper to site,
laying in uniform layers in subbase / base course on well prepared surface
and compacting with vibratory roller to achieve the desired density as per
11 Refilling the pipeline trenches incl. ramming, watering, consolidating 26810.00 22.00 m3
disposal of surplus stuff as directed within a radius of 3 km.
12 Conveyance charge of earth, lime, murrum, building 'rubbish, manual
garbage, sludge, excavated rock, fly ash,'aggregate of any kind etc. complete.
13 Shoring or timbering for trench with 50 mm thick planks and suitable size 300.00 71.00 Sq.m
truts etc. complete.
14 Fixing the TMT reinforcement by Rebaring by Hilti or Equivalent for
(i) 12mm Dia rebar 50.00 400.00 No.
(ii) 16mm Dia rebar 50.00 666.00 No.
15 Making connection to the ex. M.H. in running sewer incl. Dewatering and
other required machinery etc. of following dia pipe at any convenient time.
All damaged work shall be well repaired as per instructions etc. complete.
(i) For 900 mm dia. pipe 5.00 3156.25 No.
(ii) For 1200 mm dia. pipe 5.00 4058.04 No.
(iii) For 1400 mm dia. pipe 5.00 4959.82 No.
16 Construction of RCC inlet chamber of different sizes as per site requirement
in M-30 grade concrete adjacent to Kharicut canal storm water box which
includes temporary barricading, stitch core cutting, dismantling of PCC &
RCC work, excavation, PCC M-15 grade, construction of RCC wall, base
slab, top slab, beam, reinforcement in TMT FE-500, 20 mm thick inside
water proofing plaster, providing & fixing PVC footsteps, FRC manhole
frame & cover, fixing the TMT reinforcement by rebaring by Hilti or
equivalent, carting of excess material etc. completed.
a) Providing temporary barricade including all road safety during 350.00 817.00 sqm.
construction at site, for day and night as per technical specifications and
drawings. Temporary barricade shall be of plain MS sheet 1.5mm thick
fixed with steel frame as per drawing, painting (including primer of
approved quality) with synthetic enamel paint of approved color,
quality and brand, writing lettering and logo of AMC including
maintenance of the same duly cleaning the same on fortnightly basis
and painting as required, arrangement for blinker lights on barricades
during night as per requirement and as per the instruction of the
engineer. Barricading should be rugged. During the construction,
barricading has to be kept continuously. Nothing extra will be paid for
dismantling and re-erecting the barricades for other location diversion
etc.There should not be any opening at the end of barricade except at
locations approved by Engineer.
Sr. Description Qty Rate in Rs. Unit Amount
(i) Barricades on either side shall be measured individually.
(ii) Once barricade has been provided and work started, removal of
barricade will not be permitted till completion of shaft and chamber.
(iii) While erecting barricade, the bottom gap between barricade and
road should be plugged with cement concrete from inside, where
(iv) There should be minimum openings at the end of barricade to allow
access of trucks / lorries and machine to site work area. Even these
spacing should have proper opening & closing arrangements.
(v) For 2.0m barricades adequate blinking lights on barricade during
night time must be ensured. The cost of this item should include
provision for power pack / Genset etc. so as to ensure the blinking of
lights in night time as long as barricades are in position at the work spot.
(vi) After completion of the entire work, the barricades shall be the
property of the contractor.
(vii) If the cleaning is not done including removal of posters regularly, a
recovery shall be made at the rate of 0.1% of the accepted rate of item
per fortnight on prorata basis of length not cleaned.
(viii) The rates should be all inclusive for shifting/erecting/re-erecting
the barricade for utility diversion/identification & road
widening/diversions.
(ix) The barricading shall be provided as per Item, Specification,
Drawing, only. Any type of change / modification will not be allowed
without written permission of Engineer In charge , and in such case rate
reduction will be imposed based on allowed barricading with written
permission for specific area with valid reason.
(x) Barricading of height 2.0m height as per tender drawing . Payment
shall be made at 70% on erection of barricade and 30% on removal of
barricade as per the instructions of Engineer.
(xi) It is specifically highlighted that barricading provided during
construction shall be limited to 1m to 2m from outer edge of structure to
be constructed. Barricading of height 2.0 m height as per GFCD.
Payment shall be made at 70% on erection of barricade and 30% on
removal of barricade after completion of project as per the instructions
b) Excavation for foundation of chamber including sorting out and
stacking of useful materials and disposing off the excavated stuff upto
50 Meter lead.(A) Loose or soft soil
ii) Depth 1.5m to 3.0m 100.00 98.00 m3
iii) Depth 3.0m to 4.5m 90.00 103.00 m3
iv) Depth 4.5m to 6.0m 50.00 109.00 m3
c) Extra rate over item of Excavation of earth if excavation is to be done in 380.00 18.04 m3
wet condition without resorting to pumping but incl.of bailing out of
d) Filling available excavated earth (excluding rock) in trenches. plinth, 287.00 22.00 m3
sides of foundations etc. in layers not exceeding 20 cm. in depth
consolidating each disposited layer by ramming and watering.
e) Carting of excavated material such as murrum, earth, kapachi, gravel,
brickbats, kankar, debris, sand, dismantled material, including loading,
unloading, stacking etc. complete at non objectional place as directed by
engineer in charge.
I) Lead up to 3.0km 63.00 76.64 m3
II) Lead up to 3.0km to 5.0km 63.00 103.26 m3
Sr. Description Qty Rate in Rs. Unit Amount
f) Providing and casting in situ C.C. in grade M-15 (approx. corresp. to 9.00 4906.00 m3
prop. 1:2:4) (proportions as per mix design or as per Table 9 of IS456
2000 in masses by weigh batching ) using granite, quartzite trap metal
of size 6 mm to 20 mm for RCC work, including scaffolding centering,
form work, needle vibrated consolidation, curing comp. (excluding
cost of reinforcement and neat finishing) with centering and
shuttering/deshuttering etc. comp. for structure for other than water
g) Construction of chambers in controlled cement concrete M300 with opc
cement including necessary formwork, laying, watering and curing etc.
complete at required levels, as shown in the drawings but excluding the
cost of reinforcement.
i) Base slab 9.00 8213.00 m3
iii) Wall 24.00 8083.00 m3
iv) Top slab 6.00 8213.00 m3
h) Providing and fixing in position TMT Steel (Fe500) conforming to IS 5.50 77504.00 MT
1786 reinforcing bars of various diameters for RCC work as per
detailed designs and drawings and schedule specification and as
directed by engineer in charge
The rate includes supply, loading, unloading, transporting to site
cutting, bending, hooking the bars, binding with 18 SWG GI wires with
cost of all equipment, supervisor, taxes, machineries, reinforcement
overlap if required labour, materials, tools, plants, equipments as
required with all lifts and leads placing, tying in position with binding
wire, welding, forming the cage and placing it in position etc. Welding
and supporting in position to ensure lines and levels during concreting,
maintaining proper cover / spacing, etc. complete as per drawings and
1) The waste cut pieces shall not be included in the paying quantity.
2) Binding wire shall not be included in the paying quantity.
3) The work shall be done as per approved drawing.
i) Providing and applying 20 mm thick inside OPC cement plaster with 126.00 325.22 m2
water proofing agent on inside of sump consisting of 12 mm thick
backing coat of CM 1:3 (1 cement : 3 sand) and 8 mm thick finishing
coat of CM 1:1 (1 cement : 1 sand) etc. complete including necessary
curing, scaffolding required if any etc. complete.
j) Providing and fixing plastic moulded reinforced steps with 10 mm TOR 135.00 87.00 Nos.
steel bar with plastic polyproclene (P.P.) material (vergin) etc. complete.
k) Grouting with 1:3 cement mortar for pockets machine bases, pipe 15.00 3587.13 cum
sleeves, pocket holes etc. including roughening and cleaning of concrete
surfaces curing etc. complete.
l) FRC Manhole with frame 5.00 2146.25 Nos.
m) Providing and fixing water tight construction or expansion joints 150 140.00 330.00 Rmt
mm. dia. Wide thin ribbed PVC.
n) Demolition and disposal of unserviceable materials with all lead and 7.50 609.26 cum
lift.(i) Plain Cement Concrete
o) Demolition including stacking of serviceable materilas and disposal of 10.00 1057.85 cum
unserviceable materials with all lead and lift. (i) R.C.C. work
Sr. Description Qty Rate in Rs. Unit Amount
p) Stitch core cutting by Hilti or Equivalent tools for 500 to 600 mm thick 157.50 3420.00 Nos.
R.C.C. structure including removal and disposal off all RCC material
with all lead & lift with all labour,Tools, machineries, required
Scaffolding or platform etc. complete as directed by engineer in charge.
also making leak proof connection to Proposed Chamber to existing
Chamber with all material , labour dewatering, diversion of strom water
flow etc complete
*200 mm (8") Core dia.
q) Fixing the TMT reinformncement by Rebaring by Hilti or Equivalent
for Following Dia.
i) 12mm Rebaring 25.00 400.00 Nos.
ii) 16mm Rebaring 25.00 666.00 Nos.
17 Demolition and disposal of unserviceable materials with all lead and lift
i) Unreinforcement Cement Concrete 50.00 609.26 m3
18 Demolition including stacking of serviceable materials and disposal of
unserviceable materials with all lead and lift
19 Demolition of Brick work and stone masonry including stacking of 50.00 550.40 m3
serviceable materilas and disposal of unserviceable materials with all lead and
lift.(ii) In Cement Mortar.
20 Providing and cast in situ C.C. in grade M-20 (proportions as per mix design 25.00 5520.00 m3
or as per table of IS456 2000 in masses by weigh batching) using granite,
quartzite trap metal of size 6 mm to 20 mm for RCC Work including
scaffolding centering formwork, needle vibrated consolidation, curing
complete up to 6 meter depth or height (excluding cost of reinforcement and
neat finishing) with centering and shuttering/ deshuttering etc. complete for
structure other than water retaining. (with form work)
21 Providing and casting in situ C.C. in grade M-15 (approx. corresp. to prop. 25.00 4732.00 m3
1:2:4) (proportions as per mix design or as per Table 9 of IS456 2000 in
masses by weigh batching ) using granite, quartzite trap metal of size 6 mm to
20 mm for RCC work, including scaffolding centering, form work, needle
vibrated consolidation, curing comp. (excluding cost of reinforcement and
neat finishing) with centering and shuttering/deshuttering etc. comp. for
structure for other than water retaining. Footing (without form work)
22 Supplying cutting, bending, binding and placing in position steel as per plan 2.00 77504.00 MT
and design and as per ISS 2502 including cost of steel and binding wire for
reservoirs/structures only including lift up to 6 meter height or depth below
G.L. for all diameters
Do - deformed (TMT) bars confirming to relevant IS Fe - 500D grade
for all diameters.
23 Dewatering by pumping set of required capacity including temporary 16380.00 18.32 HP/hr
platform carting pumping at site and fixing the same in position including all
accessories, and fuel and labour etc. complete.
Sr. Description Qty Rate in Rs. Unit Amount
24 Providing and operation dewatering Pump including fuel charges & operator 100.00 541.07 Shift
Charges etc. as directed etc. comp. (Shift for Eight Hour) (For Each Pump
Set, No payment should be allowed for non working condition of machinery )
Signature of Contractor Additional City Engineer (South Zone)
Name : Ahmedabad Municipal Corporation
Company's Seal :
Schedule of Quantities and Rates For
Shifting of Service lines and miscellaneous work
Item Description Qty Rate in Rs. Unit Amount in Rs.
1 Providing And Jointing Stoneware Pipes Incl. Excavation
Up to 2 Mt. Refilling, Transporting Pipes To Work
Site, Unloading, Lowering In Trench, jointing material
Such As Cement, sand, Hemp Bitumen As Directed, Incl.
Watering The Trenches Spreading And Carting away Of
Surplus material as directed by engineer in charge.
2 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.
a) 150mm dia to 300mm dia 10.00 1352.68 No.
3 D.I. pipe with Rubber ring supply from AMC Central
a) 80 mm dia 25.00 1250.00 Rmt
4 Transporting from AMC store and laying spigot and
socket New DI pipe line DI-K-9 pipe of various classes
with CI/DI/MS specials of following diameters. Rate
includes excavation up to minimum 1.0 mt. depth from top
of pipe/as per requirement in any soil, refilling after laying
pipe, covering and temptation of carting surplus earth up to
30 mt. lead and watering and compaction. Clearing the site.
All Joint shall be made tight & leak free etc. comp.
a) 80 mm dia 25.00 64.03 Rmt.
b) 100 mm dia 25.00 64.93 Rmt.
c) 150 mm dia 25.00 78.46 Rmt.
d) 200 mm dia 25.00 94.69 Rmt.
Item Description Qty Rate in Rs. Unit Amount in Rs.
o) 900 mm dia 5.00 681.75 Rmt.
5 P/F with lead joints the CI/MS fitting over cut ends of
existing C.I/M.S. Pipes by prior jute caulking pouring lead
and caulking against to finish properly
a) 100 mm dia 10 586.16 No
b) 150 mm dia 10 856.70 No
c) 200 mm dia 10 991.96 No
6 Connecting the collapsed water supply pipe line of
following diameter as soon as possible bases, recovery
including all allied works like carting necessary pipe pieces
from owner stors, cutting the fractured ends to proper
shape, pumping out water working in wet condition,
working in at an instructured specific time of day or night
etc complete in any length
7 Labours charges for collecting specials from Municipals 3850.00 21.64 Kg
store loading , transportation, unloading to the site, laying
and fixing CI specials inclusive of all jointing materials like
lead, spun etc.and labour, excavation re-filling and nece.
dewatering as per instrucation of engg. incharge.
Item Description Qty Rate in Rs. Unit Amount in Rs.
8 P/F hanging by any means to proper gradient to keep the
temporary PVC lines (6kg/Sq.cm) flowing the following
sizes of PVC pipes to maintain the drainage coming from
distant bunglows to the chamber which is open from all
sides causing collapse of flowing existing drainage
incoming line to MH and keeping the pit free from rubbish.
b) 160 mm dia 50.00 267.20 Rmt
9 Removing silt from existing drainage line of any dia. meter 100.00 255.21 Cmt
in running water and carting the same up to all lead and lift
as mention below etc. complete as per instruction of
engineer in charge
10 Brickwork using common burnt clay building bricks having 100.00 4051.78 Cmt
crushing strength not less than 35 kg/sq.cm in foundation
and plinth in C.M. (1:5) (1 cement 5 Fine sand)
11 Providing plain faced 15mm thick cement plaster in cement 50.00 224.79 Smt
mortar 1:3 including racking out joints puring scaffolding as
per specification and finished with neat cement slurry as
and when required.
12 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.
a) upto 0.15 mt (@ Two Coarse) 5.00 739.46 No
b) upto 0.35 mt (@ Four Coarse) 5.00 1172.32 No
13 Provide everything else required for diversion of flow by 100 965.00 Rmt.
pumping and/or bypassing and to maintain the sewerage
system functioning normal and managing the flow without
any sur-charging, overflows etc. during the
desilting/rehabilitation works of the sewer to the
satisfaction of the Engineer in charge of the work.
Item Description Qty Rate in Rs. Unit Amount in Rs.
14 Providing Dummy or Plug the Runnuing Sewer by using
M.S. plate, safety measures, labour, mud pump, D.G. set &
Transportation of the same machinary also inclues
removing of dummy when required and placed labour &
Supervisor remain present till the work comp. etc. as
(A) 600 mm dia. To 1200 mm dia. 2 60000.00 No.
(B) Above 1200 mm dia. 2 90000.00 No.
Signature of Contractor Additional City Engineer (South Zone)
Name : Ahmedabad Municipal Corporation
Company's Seal :
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Financial bid.pdf
Technical bid.pdf
Technical specification.pdf
06. Pipe trench.pdf
05. Typical details of catchpit.pdf
04. 2.4 mt. dia Precast MH.pdf
03. 2.0 mt. dia Precast MH.pdf
02. 1.5 mt. dia Precast MH.pdf
01. STORM NETWORK.pdf
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