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Tender Value
₹1.0 Cr
EMD Value
₹1.0 L
Closing Date
16 Apr 2026, 6:00 pmClosed
Ahmedabad Municipal Corporation
Work to shift the 1400 mm diameter rising line and storm water drain line of the Chenpur Pumping Station on the T.P. road towards Jagatpur- Chenpur Underpass from Chenpur Bus Stand in the new Ranip area of Ranip ward of AMC.
293136
2 of 2025-2026
Open
Miscellaneous Works
Ahmedabad
3 documents required · 3 mandatory
₹3,600
Municipal Commissioner, Ahmedabad
₹1.0 L
2 Apr 2026
2 Apr 2026
2 Apr 2026
16 Apr 2026
2 Apr 2026
(4) Date of e-Tender (Technical Bid)
Municipal Commissioner Ahmedabad
Municipal Corporation Sardar Patel Bhavan
Ahmedabad – 380 001 Gujarat
Website : www.egovamc.com
Work to shift the 1400 mm diameter rising line and storm water drain line of the Chenpur
Pumping Station on the T.P. road towards Jagatpur-Chenpur Underpass from Chenpur Bus
Stand in the new Ranip area of Ranip ward of AMC.
PRICE QUOTATION SHEET
Earnest Money Paid Rs. : Rs. 1,03,210.00/-
Date of Opening of Tender:
Quoted Price in Rs. 1,03,20,896.80/-
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)
Rupees (in words)
Estimated amount put to tender Rs. Estimated amount put to tender Rs.
Add % above Rs. Deduct % below Rs.
Total Rs. Net Rs.
In words In words
Signature of Contractor Additional City Engineer (Drainage Project)
Ahmedabad Municipal Corporation
AHMEDABAD MUNICIPAL CORPORATION
Name of Work: Work to shift the 1400 mm diameter rising line and storm water drain line of the
Chenpur Pumping Station on the T.P. road towards Jagatpur-Chenpur Underpass from Chenpur
Bus Stand in the new Ranip area of Ranip ward of AMC.
Item Description Qty Unit without Amount
Excavation for pipe line trenches etc. for all
with shoring and strutting if required as per
required gradient and line including safety
provisions using siterails and stacking
excavated suff including upto all required
lead cleaning the site etc. complete for all lifts
1 and strata as specified. In all sort of soils and
Manufacturing supplying deivering MS pipe
as well as MS specials in accordance of
IS:5822-1994 or its latest edition in suitable
lengths from MS plates (plates shall be as per
IS : 2062-1992 or its latest edition of Grade
'B'-Fe 410), as per IS : 3589-1991 or its latest
edition including cutting, bending of plates to
the required shapes, welding by Submerged
Arc Welding, having joints with bevelled
ends including ultrasonic and Radiographic
at random including inside zinc epoxy paint
in two coats and 40 mm thick guniting on
outside in CM (1:3) under pressure with
reinforcement as per IS 1566 including
mixing, curing etc. and hydraulic testing and
tolerances for outside diameter of pipe shell.
Circularity test as per IS : 3589-1991 and all
other required tests, carting to the site of
coating and unloading, stacking, etc.
including all taxes, duties, local taxes etc.
complete, as required. -
a) 1422 mm dia. OD Pipe (40 mm thick
outside gunniting & inside lining epoxy RM
Lowering, laying, Jointing & welding in
3 position to correct line & level M.S. Pipe with
outer gunniting & inside lining/Epoxy -
painting on pedestal or chairs upon prepared
formation or prepared bedding in trenches the
rates include conveyance from store to site of
work loading, unloading, joint plastering,
hydrotesting etc.complete.
a) 1422 mm dia. OD Pipe (outside gunniting
& inside lining / epoxy) 105.00 Rmt 1,269.00
Providing and fixing M.S.Flanges to M.S.
Pipe as per IS specification and as directed by
Engineer in charge. -
a) Ring flange - M.S.Special Flanged ends -
4 i) Upto 300mm dia. 500.00 Kg. 98.00
ii) 300 mm dia and above 1,000.00 Kg. 98.00
b) Blank flange - M.S.Special Flanged ends -
i) Upto 300mm dia. 200.00 Kg. 98.00
ii) 300 mm dia and above 1,000.00 Kg. 98.00
Providing and casting in situ C.C. in grade M-
15 (approx. corresp. to 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
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 (with form work) -
Thrust Block 10.00 Cmt 4,906.00
Providing and cast in situ C.C. in grade M-25
proportions of ingredients as per mix design
by weigh batching using granite, quartzite
trap metal of size 12 mm to 20 mm and or
mm to 12 mm including scaffolding centering
formwork, needle vibrated consolidation,
curing and hydrulic testing etc. complete
6 (excluding cost of reinforcement) with
centering & shuttering/ deshuttering etc. for
all water retaining structures. -
a) R.C.C. footings & Raft with shutterig 20.00 Cmt 8,077.00
b) R.C.C. Verticle Wall 10.00 Cmt 7,936.00
c) R.C.C. Columns 2.00 Cmt 9,195.00
d) R.C.C. beams 2.00 Cmt 8,347.00
e) R.C.C. slabs and platform 2.00 Cmt 8,077.00
Supply cutting, Bending, Binding and
placing in position steel as per plan 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.
Deformed(TMT)bars confirming to relevant
IS Fe-500 grade for all diameters. 5.00 MT 77,504.00
Providing bedding incl. ramming, watering,
8 consolidating etc. Filling in trench with
available sand within 2 Km 40.00 Cmt 329.00
Conveyance Charges of earth, lime, murrum,
building rubbish, manual garbage, sludge,
excavated rock, fly ash, aggregate of any kind
etc. complete, Up to 5.0 km lead. 3,695.00 Cmt 408.41
Filling with available excavated earth
(excluding rock) in trenches, plinth, sides of
foundation in layers not exceeding 20 cm in
depth consolidating each deposited layer by
ramming and watering. -
Total Qty of Excavation 3,335.00 Cmt 129.10
Providing, supplying, lowering and laying
CI/DI Temper proof /Bi Stream Air valves
with SS 304 Float gun metal nozzle of
approved make & quality of following class
and diameter including all taxes,
transportation, freight charges, octroi,
inspection charges, loading, unloading,
conveyance to the departmental stores,
stacking etc. complete.
With Isolating Sluice Valve PN 1.0 -
Lowering, laying and jointing in position
following Air valves including of all labour,
jointing material, including nut bolts and
12 giving satisfactory hydraulic testing etc.
Extra rate over item of excavation of earth for
excavation of asphalt pavement/RCC of
13 thickness upto 0.2 mt. including demolishing
the asphalt carpet, metal, solling/cutting
reinforcement etc. complete with stacking the 400.00 Smt 71.43
material as directed.
a) Upto 0.2 meter thickness (By Manual)
b) Up to 0.30 meter (By any type of Breaker
Machine or R.C.C.Cutter machine including
cost of operator, fuel, & transportation etc
complete. 400.00 Smt 178.57
c) 0.30 meter & above (By any type of
Breaker Machine or R.C.C.Cutter machine
including cost of operator, fuel, &
transportation etc complete. 400.00 Smt 312.50
Reinstatement of asphalt road/ pavement
using same material for soiling and new
metalling grouting with tack coat etc.
Complete as complete. 1,200.00 Smt 231.47
Providing, laying, spreading and compacting
graded stone aggregate to wet mix macadam
specification including premixing the
Material with water at OMC in mechanical
mix plant carriage of mixed Material by
tipper to site, laying in uniform layers in
subbase / base course on well prepared
surface and compacting with vibratory roller
to achieve the desired density as per MoRTH
Construction of chambers in brick masonary,
locally available in C.M. 1 : 6, foundation
concrete 150 mm thick in C.C. 1:4:8 of trap
metal size 25 mm to 40 mm thick, inside
cement plaster in C.M. 1:3 and cement
pointing outside in C. M. 1 :3 & top cover of
precast RCC slab 150 mm thick upto 1 mt.
depth from G.L. but excl. cost of excavation
and refilling. With cast in situ RCC slab in
16 two piece with fixing FRC frame and cover
etc. complete(excluding cost of frame &
cover ) with 23 mm thick brick masonary
wall in C.M.1:6 For Sluice Valve, Air Valve -
0.9 x 0.9 x and 1.0 mt. deep chamber 1.00 No. 7,738.00
For Extra depth 0.50 Rmt. 4,479.00
1.3 m x 0.9 m x 1 m deep chamber 1.00 No. 9,389.00
For Extra depth 0.50 Rmt. 5,282.00
1.3 x 1.3 x and 1.0 mt. deep chamber 2.00 No. 11,351.00
For Extra depth 1.00 Rmt. 6,084.00
Gas cutting ( Either square cut or V cut)
17 pipes, plates etc. complete for following
thickness plate -
Above 10 mm thickness plate 100.00 Rmt 72.00
5 to 10 mm thickness 100.00 Rmt 56.00
Welding in all positions with required
number of runs, for M.S. pipes internally and
/ or externally including gauzing wherever
necessary, fixing appurtenances and other
18 accessories in connection with pipe laying
work as per specification. Butt joints with
convex fillet welds Lag Lengths. -
Above 7 mm thickness plate 100.00 Rmt 729.00
4 to 7 mm thickness 100.00 Rmt 681.00
Manufacturing, testing, supplying, loading,
transporting to work site, unloading. RCC
pipe in OPC Cement of following class with
19 Socket and spigot joints as per IS458 -2021
including EPDM Rubber ring as per IS5382-
1985 etc. comp. As Directed by Engineering
Lowering , Laying And Joining RCC Pipe Of
Following Diameters in Proper Position,
grade And Alignment At All Level As
20 Directed By Engineer In Charge ncluding
conveyance From store Of Site Of Work,
Labour Giving Hydraulic Testing as per ISI
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
21 steps 35 cm c/c at 35 cm staggered in
masonary CM 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 over etc..completed. of Size
1.00 X 1.40 meter (Inside Clear, M.H. length
should be parallel to the flow, for pipe dia <=
800 mm) (Based on Drainage SOR 2009-10) -
1.00 to 2.00 meter depth, (Slab at Ground 15.00 No.
2.00 to 3.00 meter depth, (Slab at below 0.6 15.00 No.
Extra rate over item of Constructing Slab
Type M.H. Chamber of following size for
constructing M.H. Chamber, per
22 Decimetre of additional depth or part thereof.
etc. complete. Of size 1.00 x 1.40 mt. (inside
clear) and Depth from (Based on Drainage
4.00 to 5.00 meter depth 5.00 DM 521.43
6.00 to 7.00 meter depth 5.00 DM 536.61
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01. Technical Bid-4.pdf
02. Technical Specification.pdf
3.Financial Bid-1.pdf
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