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Tender Value
₹134.9 Cr
EMD Value
₹1.3 Cr
Closing Date
30 Apr 2026, 6:00 pmClosed
Ahmedabad Municipal Corporation
Providing & Laying 1200/1600/1800 mm dia. RCC NP4 Pipe by Micro tunneling from Dayavan Lake to connection point near Vastral Gam Talav starting chainage of 2200 mm dia. pipe laid under East NDMA Project in East Zone of AMC
293109
2025-2026
Open
Miscellaneous Works
Ahmedabad
3 documents required · 3 mandatory
₹18,000
Municipal Commissioner, Ahmedabad
₹1.3 Cr
2 Apr 2026
2 Apr 2026
2 Apr 2026
30 Apr 2026
2 Apr 2026
(4) Date of e-Tender (Technical Bid) Opening : Dt. 02/05/2026 at 11.00 hours
Municipal Commissioner
Ahmedabad Municipal Corporation
Sardar Patel Bhavan
Ahmedabad – 380
Gujarat (INDIA)
Providing & Laying 1200/1600/1800 mm dia. RCC NP4 Pipe by Micro tunneling from
Dayavan Lake to connection point near Vastral Gam Talav starting chainage of
mm dia. pipe laid under East NDMA Project
in East Zone of AMC
PRICE QUOTATION SHEET
Earnest Money Paid Rs. : Rs. 1,34,90,990/-
Date of Opening of Tender :
Quoted Price in Rs. 134,90,98,969/-
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 (Drainage Project)
Name : Ahmedabad Municipal Corporation
Company's Seal :
Providing & Laying 1200/1600/1800 mm dia. RCC NP4 Pipe by Micro tunneling from Dayavan
Lake to connection point near Vastral Gam Talav starting chainage of 2200 mm dia. pipe laid
under East NDMA Project
in East Zone of AMC
Sr. No. Component Cost in Rs.
(i) Providing & Laying 1600/1800 mm dia. RCC NP4 Pipe by Micro
tunneling from Chainage 2110 mt. to connection point near
Vastral Gam Talav starting chainage of 2200 mm dia. pipe laid
under East NDMA Project. ( Main line )
(ii) Providing & Laying 1200 mm dia. RCC NP4 Pipe by Open
Excavation from Dayavan Lake to connection point of Proposed
Microtunneling of 1600 dia.
(iii) Providing & Laying 1600 mm /1800 mm dia. RCC pipe by Open
(iv) 2500 mm dia MS Pipe Pushing work for crossing 1800 mm dia
RCC NP4 Pipe under National Highway
(v) Shifting of Utility Work
Signature of Contractor Additional City Engineer (Drainage Project)
Name : Ahmedabad Municipal Corporation
Company's Seal :
Schedule of Quantities and Rates for
(1) Providing & Laying 1600/1800 mm dia. RCC NP4 Pipe by Micro tunneling from Chainage 2110 mt.
to connection point near Vastral Gam Talav starting chainage of 2200 mm dia. pipe laid under East
NDMA Project. ( Main line )
Item Description Total Qty Rate in Rs. Unit Amount in Rs.
01 GEOTECHNICAL INVESTIGATIONS AND SUBSOIL
1.1 Seismic Refraction Survey/ MASW Survey Conducting Seismic 5290.00 371.00 Rmt
Refraction Survey or Multi Channel Analysis of Surface Waves
(MASW) survey to determine stratigraphy along proposed route
i.e. soil, weathered rock, rock interfaces.Detection of faults,
fractures,shear zones etc., in the investigated area. For Seismic
Refraction Geophone spacing 5m and for MASW geophone
spacing of 2m is adequate. Test to be conducted using
channel signal enhancement type seismograph. Seismic Refraction
5m Geophone Spacing & for projects having a minimum length of
115 or MASW with 2m geophone spacing.
1.2 Electrical Tomography Conducting Electrical Tomography to 5290.00 258.00 Rmt
determine shallow stratigarphy along the route, presence of voids,
saturation zones, water table, and other geological features
having contrast in resistivity with the surrounding soils. Electrode
spacing 5 meters, minimum electrode spread of 60 electrodes.
1.3 Trial Bores for Sampling with lab testing etc., complete 465.00 2000.00 Rmt
02 Subsurface Utility Engineering (SUE) Survey
Conducting SUE Survey in a corridor of 4-10 meter width to detect
buried utilities like pipes, cables etc. in such corridor. Marking of
detected utilities on the map of corridor with information of
locations and depths to the top of various utilities detected. Onsite
detection to be conducted using minimum tools of Electronic Pipe
Locator (EPL) and Ground Penetrating Radar (GPR). GPR work to
be conducted using 500MHz and 300MHz antenna for best
possible resolution and penetration. The specifications are SUE
survey should be in accordance with Code of Practice for
Subsurface Utility Engineering Suiting Indian Conditions -
Guidelines & Specifications for Detection, Verification &
Depiction of Existing Subsurface Utility Data.
Along the Road, 10 m Wide Corridor 5290.00 100.00 Rmt
Crossings Upto 30 M Width 3.00 44040.00 Crossings
Crossings for Road more than 30 mt. 3.00 88080.00 Crossings
03 TRACING BURIED MACHINEHOLE
Locating buried machineholes in all types of soil Conditions/ road 200.00 2000.00 Nos.
surfaces including marking the estimated findings on the plan of
the area, excavating to expose the machinehole top and raising the
covers to the existing road/ ground level consistent with the
specifications for machinehole construction, removal and fixing of
the frame and cover of the machineholes etc., complete as directed
by the Engineer
Item Description Total Qty Rate in Rs. Unit Amount in Rs.
04 TOPOGRAPHIC SURVEY:
Conducting topographic survey of the alignment of the proposed 5.290 15000.00 Km.
works using Total Station equipment with DGPS Control points to
capture topographic features including manmade or natural features
in a georeferenced manner along and across the entire route of the
works, including recording the GLs and ILs of the existing sewers /
machineholes; prepare and submit working drawings with correct
levels and the contractor’s preferred sewer route and indicating the
location of connecting machineholes/ lines to the Engineer for
05 Construction of shaft by sinking method including cutting edge and
curb as per design, PCC M-15 bottom plug, RCC M-25 grade curb,
vertical wall, bottom slab & TMT Fe-500 D grade reinforcement,
PVC foot step, refilling, carting of extra earth (after construction of
RCC chamber inside shaft.) etc. complete. Depth to be considered
for payment shall be upto bottom of pipe + 0.5 m. from existing
ground/road level
(i) For 7 m x 5 m upto depth of 5 mt. 2.00 2358656.00 No.
(ii) Extra depth beyond 5 mt. depth upto 6 mt. depth 2.00 196987.00 Rmt.
(i) For 7 m x 5 m upto depth of 6 mt. 5.00 2555643.00 No.
(ii) Extra depth beyond 6 mt. depth upto 7 mt. depth 4.00 189361.00 Rmt.
(i) For 7 m x 5 m upto depth of 7 mt. 8.00 2745004.00 No.
(ii) Extra depth beyond 7 mt. depth upto 8 mt. depth 5.00 327211.00 Rmt.
Receiving Shaft
(i) For 5 m x 5 m upto depth of 4 mt. 1.00 1627591.00 No.
(ii) Extra depth beyond 4 mt. depth upto 5 mt. depth 1.00 175516.00 Rmt.
(i) For 5 m x 5 m upto depth of 5 mt. 1.00 1803107.00 No.
(ii) Extra depth beyond 5 mt. depth upto 6 mt. depth 1.00 176880.00 Rmt.
(i) For 5 m x 5 m upto depth of 6 mt. 5.00 1979987.00 No.
(ii) Extra depth beyond 6 mt. depth upto 7 mt. depth 3.00 175050.00 Rmt.
(i) For 5 m x 5 m upto depth of 7 mt. 9.00 2155037.00 No.
(ii) Extra depth beyond 7 mt. depth upto 8 mt. depth 6.00 228930.00 Rmt.
06 Excavating tunnel by Micro tunnel boring machine for installing
following diameter sleeve or carrier for Storm water line to
correct grade and alignment using slurry of mixed shields in any
type of strata including marshy land, soft clay, murrum, soft/hard
rock or boulders of any strength and hardness, dewatering etc.
including muck disposal from shaft to disposal point upto 10 Km.
lead etc. complete as per specifications and as directed by Engineer-
in-charge. (Clear distance between shafts shall measured for
1200 mm Dia Pipe-125 mm thickness 30.00 142588.00 lm
1600 mm Dia. Pipe-165 mm thickness 1240.00 166003.00 lm
1800 mm dia. Pipe-180 mm thickness 4050.00 187499.00 lm
Item Description Total Qty Rate in Rs. Unit Amount in Rs.
07 Manufacturing and Supplying OPC Reinforced concrete jacking
pipe (Homogenous casting) conforming to jacking pipe standards
like JSWAS A-6, BS-5911, ASTM C-76, SS 183 or AS 1342 (Not
less than the strength requirement for NP4 class under IS
under three edge bearing test) with supplying and jointing MS
Collar etc. complete as per specification and as directed by
Engineer-in-charge.
(i) 1200 mm - 125 mm Thickness 30.00 19584.00 Rmt.
(ii) 1600 mm - 165 mm Thickness 1240.00 29466.00 Rmt.
(iii) 1800 mm - 180 mm Thickness 4050.00 37479.00 Rmt.
08 Construction of Cast in situ RCC Chamber in M 40 grade concrete
including Reinforcement of size 5.0 mt. x 3.0 mt. for 5 mt. height
from bottom of shaft & 1.5 mt. dia. Precast RCC machinehole in
M-40 grade concrete above Cast in situ chamber upto ground level
inculding providing & fixing 560 mm dia. extra heavy duty
machinehole frame & cover ,inside cement plaster in C:M (1:3)
providing & fixing PVC foot steps etc. complete (At Location of
Cast-in Situ RCC Chamber upto 5 mt. depth
(i) Base slab 341.00 8407.00 mt3
(ii) Wall up to 6.0m 474.00 8277.00 mt3
(iii) Top slab 181.00 8407.00 mt3
(vi) PVC Foot step 377.00 87.00 No.
(viii)15 mm thick Inside Cement Plaster in CM 1 : 3 1190.00 183.04 m2
Precast RCC Machinehole for depth > 5 mt.
(i) Conical Slab 21.00 8407.00 mt3
(ii) Precast RCC Panel 43.00 8277.00 mt3
(iii) TMT Fe-500D 7.00 77504.00 MT
(iv) Hiring charges of Crane & labour for Pre cast Panel 31.00 3305.00 Nos.
(v) FRC machinehole Frame and cover 31.00 2146.25 Nos.
(vi) PVC Foot step 359.00 87.00 Nos.
09 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) 3083.00 72.14 Smt.
10 Extra rate over item of excavation of earth for excavation of 1321.00 180.36 Smt.
asphalt pavement/RCC of thickness upto 0.3 mt. (By any type of
breaker machine of RCC Cutter machine including cost of
operator, fuel, &transportation etc complete).
Item Description Total Qty Rate in Rs. Unit Amount in Rs.
11 Providing, laying, spreading and compacting graded stone 1101.00 1146.95 3
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 clause
12 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
13 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 1860.00 747.00 Rmt.
14 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)
15 Constructing curb inlet with catch basin of size 0.75 x 0.75 m
depth upto 1.0 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 124.00 11370.00 No.
16 Refilling the pipeline trenches incl. ramming, watering, 2338.00 22.00 m3
consolidating disposal of surplus stuff as directed within a radius
17 Conveyance of materials such as murum,earth, kapchi, gravel,
brick bats, kankar, sand, debris etc. from the site to approved
location, including loading, unloading, stacking and spreading
Item Description Total Qty Rate in Rs. Unit Amount in Rs.
18 Dewatering by pumping set of required capacity including 27293.00 18.32 HP/hr
temporary plaltform carting pumping at site and fixing the same in
position including all accessories and fuel and labour etc.
19 Making connection for Proposed pipe to existing pipe/ duct in 3.00 150000.00 No.
running sewer with all material, labour ,dewatering ,desilting
,excavation,backfilling etc complete as per site condition and as
directed by Engineer Incharge.
20 Construction of Outlet structure in M30 grade Concrete including
excavation, PCC M 15, RCC Wall and base slab, TMT Fe500
Reinforcement, rubble pitching, 40 mm thick flooring (1:2:4) &
mm thick plaster with water proofing agent etc, complete.
RCC M 30 in OPC Cement
RC.C. Base Slab 108.00 8213.00 m3
40 mm thick cement concrete flooring 1:2:4 with water proofing 134.00 308.03 m2
TMT Fe-500 Reinforcement 19.00 77504.00 MT
20 mm thick cement plaster with water proofing (1:3) 199.00 303.00 m2
Rubble Filling m
PVC water stops 132.00 330.00 Rmt.
21 Supplying, cleaning, cutting, bending, welding, fabricating, 2723.00 99.00 Kg.
erecting structural steel in position irrespective of locations and
levels as per drawing including handling and transport etc.
complete including applying two coats of primer red oxide and two
coats of approved quality of paint over it etc. complete as directed
Signature of Contractor Additional City Engineer (Drainage Project)
Name : Ahmedabad Municipal Corporation
Company's Seal :
Schedule of Quantities and Rates for
(2) Providing & Laying 1200. RCC NP4 Pipe by Open Excavation from Dayavan Lake to
connection point of Proposed Microtunneling of 1600 dia.
Item Description Qty Rate in Rs. Unit Amount in Rs.
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
2 Extra rate over item of excavation of earth if excavation is to be 23152.00 18.04 m3
done in wet condition without resorting to pumping out incl. of
bailing out of water.
3 Providing bedding incl. ramming, watering, levelling 720.00 329.00 m3
consolidating etc. complete as per standard and instruction of
engineer in charge as above with required quality sand brought
from outside including all lead
4 Providing and casting situ cement concrete (1:4:8) bedding using 472.00 3393.00 m3
granite quartizite trap metal of size 25 mm to 40 mm including
consolidation, curing etc. complete.
5 Manufacturing, testing, supplying, loading, transporting to
worksite, unloading. RCC pipe of following class with Socket
and spigot joints as per IS 458 -2021 including EPDM Rubber
ring as per IS 5382-1985 etc. comp. As Directed by Engineering
RCC NP3 Pipe with OPC Cement
300 mm dia. for Curb inlet 735.00 747.00 Rmt.
RCC NP4 Pipe with OPC Cement
1200 mm dia. Pipe 2110.00 9602.00 Rmt.
6 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
R.C.C. PIPES (At any Depth)
300 mm dia. Pipe 735.00 119.00 Rmt.
1200 mm dia. Pipe 2110.00 440.00 Rmt.
Item Description Qty Rate in Rs. Unit Amount in Rs.
7 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 1200 mm dia.pipe for any depth
(ii) 2.0 dia x 4.0m Depth 2.00 116166.00 No
(iii) 2.0 dia x 5.0m Depth 14.00 108547.00 No
(iv) 2.0 dia x 6.0m Depth 9.00 129283.00 No
(iv) 2.0 dia x 7.0m Depth 12.00 148113.00 No
8 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 & outside
(only for shaft) in C.M.1:3, finishing with cement slurry, P/F
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 flow
<= 1000 mm dia.
<= 1200 mm dia.
<= 1400 mm dia.
<= 1600 mm dia.
<= 2000 mm dia.
<= 2200 mm dia.
9 Extra rate over item of Constructing Scrapper Slab Type M.H.
Chamber of following size for constructing M.H. Chamber, per
1.00 Decimeter of additional depth or part there of etc.
complete. (inside) and depth from
For Pipe dia. <= 1400 mm
i) 2.0 m x 2.0 m Manhole depth from 4.0 to 5.0 m 50.00 801.69 DM
For Pipe dia. <= 1600 mm
i) 2.2 m x 2.2 m Manhole depth from 4.0 to 5.0 m 50.00 872.03 DM
For Pipe dia. <= 2000 mm
i) 2.6 m x 2.6 m Manhole depth from 6.0 to 7.0 m 50.00 1043.37 DM
For Pipe dia. <= 2200 mm
i) 2.8 m x 2.8 m Manhole depth from 6.0 to 7.0 m 50.00 1117.31 DM
Item Description Qty Rate in Rs. Unit Amount in Rs.
10 Providing & Fixing F.R.C. MH seat cover including carting to 30.00 2146.25 Set
the work site etc. comp. directed. F.R.C. Extra Heavy Duty
(EHD-35) Manhole Covers and Frames Cover : 728 mm dia. and
100 mm thick circular cover, 35.00 MT load design, 100 x 2 mm
MS flat all round, 16 mm dia. plain round bar for lifting the
cover and should be fitted with plastic cups. frame : 560 mm
dia. clear opening, outer size-888 x 888 x 175 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 and frame described as above.
11 Constructing curb inlet with catch basin of size 0.75 x 0.75 m
depth upto 1.0 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.
i) Curb inlet with catch basin 49.00 11370.00 No.
12 Providing and casting in situ C.C. in grade M-20 (proportions as 30.00 5520.00 m3
per mix design or as per table9 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,
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
13 Supplying cutting, bending, binding and placing in position steel 2.00 77504.00 MT
as per plan and design and as per ISS 2502 including cost of
steel and binding wire for reservoirs/structures. Do-deformed
(TMT) bars confirming to relevant IS Fe-500 grade for all
14 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
a) Upto 0.2 meter thickness (By Manual) 7144.00 72.14 Smt.
15 Extra rate over item of excavation of earth for excavation of 3065.00 180.36 Smt.
asphalt pavement/RCC of thickness upto 0.3 mt. (By any type of
breaker machine of RCC Cutter machine including cost of
operator, fuel, &transportation etc complete).
16 Providing, laying, spreading and compacting graded stone 2555.00 1146.95 m3
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 clause
Item Description Qty Rate in Rs. Unit Amount in Rs.
17 Refilling the pipeline trenches incl. ramming, watering, 72465.00 22.00 m3
consolidating desposal of surplus stuff as directed within a
radius of 3 km.
18 Conveyance of materials such as murum,earth, kapchi, gravel,
brick bats, kankar, sand, debris etc. from the site to approved
location, including loading, unloading, stacking and spreading
(i) Upto 5.0 Km lead 3062.00 103.26 m3
19 Shoring or timbering for trench with 50 mm thick planks and 26000.00 71.00 Sq.m
suitable size truts etc. complete.
Signature of Contractor Additional City Engineer (Drainage Project)
Name : Ahmedabad Municipal Corporation
Company's Seal :
Schedule of Quantities and Rates for
(3) Providing & Laying 1600 mm /1800 mm dia. RCC pipe by Open excavation
Item Description Total Rate in Rs. Unit Amount in Rs.
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 3072.00 18.04 m3
wet condition without resorting to pumping out incl. of bailing out of
3 Providing bedding incl. ramming, watering, levelling, consolidating etc. 166.00 329.00 m3
as per standard and instruction of engineer incharge . 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 240.00 747.00 Rmt.
RCC NP4 Pipe with OPC Cement
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)
6 Providing & Constructing Precast RCC Manhole in RCC M-40 grade
Controlled concrete as per drawing, in OPC including excavation,
mm thick P.C.C. in M-15, Reinforcement in TMT-500, PVC Foot steps,
Providing & fixing FRC Manhole frame & cover complete etc.
For 1200 mm dia.pipe for any depth
(i) 2.0 dia x 3.0m Depth 1.00 93092.00 No
Item Description Total Rate in Rs. Unit Amount in Rs.
7 Construction of RCC chambers of size in RCC M30 with Ordinary
Portland cement with TMT Fe-500 reinforcement,PCC150 mm thick in
M 15 , Plaster,cost of excavation, refilling and PVC foot steps including
providing RCC Slab in one single piece with Providing & fixing of FRC
(heavy duty) machinehole frame and cover etc. complete.
RCC Wall 261.00 8083.00 m3
RC.C. Top Slab 32.00 8213.00 m3
RC.C. Base Slab 42.00 8213.00 m3
d) TMT Fe-500 Reinforcement 35.00 77504.00 MT
e) 15 mm thick Inside Cement Plaster in CM 1 : 3 372.00 184.87 m2
f) FRC machinehole Frame and cover 4.00 2146.25 Nos.
g) Refilling 213.00 22.00 m3
h) PVC steps 96.00 87.00 Nos.
8 Constructing curb inlet with catch basin of size 0.75 x 0.75 m depth upto
1.0 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.
i) Curb inlet with catch basin 16.00 11370.00 No.
9 Providing and casting in situ C.C. in grade M-20 (proportions as per mix 5.00 5520.00 m3
design or as per table9 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
10 Supplying cutting, bending, binding and placing in position steel as per 1.00 77504.00 MT
plan and design and as per ISS 2502 including cost of steel and binding
wire for reservoirs/structures. Do-deformed (TMT) bars confirming to
relevant IS Fe-500 grade for all diameters.
Item Description Total Rate in Rs. Unit Amount in Rs.
11 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) 1755.00 72.14 Smt.
12 Extra rate over item of excavation of earth for excavation of asphalt 752.00 180.36 Smt.
pavement/RCC of thickness upto 0.3 mt. (By any type of breaker
machine of RCC Cutter machine including cost of operator, fuel,
&transportation etc complete).
13 Providing, laying, spreading and compacting graded stone aggregate to 627.00 1146.95 3
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 clause
14 Refilling the pipeline trenches incl. ramming, watering, consolidating 9423.00 22.00 3
disposal of surplus stuff as directed within a radius of 3 km.
15 Conveyance of materials such as murum,earth, kapchi, gravel, brick bats,
kankar, sand, debris etc. from the site to approved location, including
loading, unloading, stacking and spreading etc.complete.
16 Making connection for Proposed pipe to existing pipe/ duct in running 1.00 150000.00 No.
sewer with all material, labour ,dewatering ,desilting
,excavation,backfilling etc complete as per site condition and as directed
by Engineer Incharge.
17 Fixing of Rebar on concrete structure for connection with new structure
using Hilti/Fischer or equivalent technology including all labour,tools &
tackels temporary arrangement, saftey measures etc. complete
12 mm dia. Bar 10.00 230.00 No.
16 mm dia. Bar 10.00 690.00 No.
20 mm dia. Bar 10.00 1323.00 No.
Item Description Total Rate in Rs. Unit Amount in Rs.
18 Grouting with 1:3 cement mortar for anchor bolt pockets machine bases, 10.00 3587.13 3
pipe sleeves, pocket holes etc. including roughening and cleaning of
concrete surfaces curing etc. complete.
Signature of Contractor Additional City Engineer (Drainage Project)
Name : Ahmedabad Municipal Corporation
Company's Seal :
Schedule of Quantities and Rates for
(4) 2500 mm dia MS Pipe Pushing work for crossing 1800 mm dia RCC NP4 Pipe under
National Highway
Item Description Qty. Rate in Rs. Unit Amount in Rs.
01 Laying 2.5 m. dia. 20 mm Plate thickness MS pipe (by 50.00 53610.00 Rmt.
Pushing method) of required length including open
excavation for thrust bed necessary form work,
concreting, curing, vibrating , pushing etc. complete as
per contractor's own design approved by competent
authority based on approved GAD by competent
The it includes
(a) Providing and laying M-25 grade for cast in situ
thrust bed and thrust wall with necessary
excavation with shoring and strutting, formwork,
curing, vibrating as per contractor's own design
approved by Authority.
(b) Providing and fixing TMT-Fe-500 bars including
thrust bed and thrust wall including supplying,
cleaning, cutting, bending and placing in position,
lapping, binding with 16 SWG soft iron wire
irrespective of locations and levels
(c) Providing front shield, intermediate shield,
jointing, jacking rigs, sliding channels spacers etc.
All the structural steel used except intermediate
shields will be ownership of contractor after
pushing work is completed.
(d) Pushing with hydraulic jack without disturbance
to pavement including all necessary excavation for
thrust bed and thrust wall, necessary shoring and
strutting required, necessary dewatering required
if any, excavation within the Pipe with all
necessary refilling upto ground level after pushing
work completed including carting of extra earth
upto a lead of 5 Kms. This also includes necessary
labour cost for pushing and including necessary
cost of hydraulic pipe and oil for hydraulic jacks
including necessary depreciation cost of jack.
(e) Applying 2 coats of approved quality epoxy
painting on precast units after casting work
completed including necessary groutings with
cement between two precast units after pushing
work is completed.
Item Description Qty. Rate in Rs. Unit Amount in Rs.
02 Designing, Manufacturing 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 Metal arc Welding, having joints with bevelled ends
including ultrasonic and Radiographic at random
including inside & outside zinc epoxy paint in two
coats including 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.
(i) 2500 mm finished Inside Diameter (FID) 20 mm 50.00 92720.00 Rmt.
03 Manufacturing, testing, supplying, loading,transporting to
worksite,unloading, lowering in Pipe , laying & jointing
RCC NP4 pipe with Socket and spigot joints with ISI
mark of IS 458-2021 including EPDM Rubber ring as per
IS 5382-1985 etc.comp.As Directed by Engineering in
RCC NP4 Pipe (OPC Cement)
Signature of Contractor Additional City Engineer (Drainage Project)
Name : Ahmedabad Municipal Corporation
Company's Seal :
Schedule of Quantities and Rates for
(5) Shifting of Service lines and miscellaneous work
Item Description Qty Rate in Rs. Unit Amount in Rs.
01 Manufacturing, testing, supplying, loading, transporting to
worksite, unloading, lowering, laying and jointing R. C. C.
pipes in OPC Cement of following class with Socket and
spigot joints as per IS 458 -2021 including EPDM Rubber
ring as per IS 5382-1985 etc. comp. As Directed by
Engineering in charge.
(b) 450 mm dia NP3 class 100.00 1507.00 Rmt
(c) 600 mm dia NP3 class 100.00 2137.00 Rmt
(d) 900 mm dia NP3 class 100.00 3877.00 Rmt
(d) 900 mm dia NP4 class 100.00 6914.00 Rmt
02 Manufacturing, testing, supplying, loading, transporting to
worksite, unloading, lowering, laying and jointing R. C. C.
pipes in SRC Cement of following class with Socket and
spigot joints as per IS 458 -2021 including EPDM Rubber
ring as per IS 5382-1985 etc. comp. As Directed by
Engineering in charge.
(a) 300 mm dia NP3 class 50.00 874.00 Rmt
(b) 450 mm dia NP3 class 50.00 1532.00 Rmt
(c) 600 mm dia NP3 class 50.00 2174.00 Rmt
(d) 900 mm dia NP3 class 50.00 3941.00 Rmt
(d) 900 mm dia NP4 class 50.00 6978.00 Rmt
03 Providing and casting in situ C.C. in grade M-20
(proportions as per mix design or as per table9 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 (Below G.L)
04 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.
Item Description Qty Rate in Rs. Unit Amount in Rs.
05 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) 150mm dia to 300mm dia 15.00 1352.68 No.
06 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.
100 mm dia 50 64.93 Rmt.
150 mm dia 50 78.46 Rmt.
200 mm dia 50 94.69 Rmt.
250 mm dia 50 114.53 Rmt.
300 mm dia 50 137.97 Rmt.
350 mm dia 50 187.57 Rmt.
400 mm dia 50 209.21 Rmt.
450 mm dia 50 277.75 Rmt.
500 mm dia 50 323.74 Rmt.
600 mm dia 50 388.67 Rmt.
700 mm dia 50 498.69 Rmt.
07 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 25 586.16 No
b) 150 mm dia 25 856.70 No
c) 200 mm dia 25 991.96 No
Item Description Qty Rate in Rs. Unit Amount in Rs.
08 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.
09 Labours charges for collecting specials from Municipals 250.00 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. In charge.
10 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
11 Removing silt from existing drainage line of any dia. meter 250.00 255.21 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.
12 Brickwork using common burnt clay building bricks having 250.00 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)
13 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.
14 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) 20.00 739.46 No
b) upto 0.35 mt (@ Four Coarse) 20.00 1172.32 No
Item Description Qty Rate in Rs. Unit Amount in Rs.
15 Demolition and disposal of unserviceable materials with all 250 609.26 m3
lead and lift.(i) Un reinforcement cement concrete
16 Demolition and disposal of stacking of serviceable
materials and disposal of unserviceable materials with all
(i) R.C.C work 250 1057.85 m3
17 Demolition of Brick work and stone masonary including 249.95 550.40 m3
stacking of serviceable materials and disposal of
unserviceable materials with all lead and lift.(i) In cement
18 Providing and operation dewatering Pump including fuel 250 541.07 Shift
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 machinery
19 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 including inside epoxy
paint complete etc.
1.2 dia x 2.0m Depth 2 39937.00 No
1.2 dia - 2.01 to 2.99 m Depth 2 9034.00 Rmt.
1.2 dia x 3.0m Depth 2 51514.00 No
1.2 dia - 3.01 to 3.99 m Depth 2 10567.00 Rmt.
1.5 dia x 3.0m Depth 3 69438.00 No
1.5 dia - 3.01 to 3.99 m Depth 3 10680.00 Rmt.
1.5 dia x 4.0m Depth 3 69388.00 No
1.5 dia - 4.01 to 4.99 m Depth 3 12383.00 Rmt.
20 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 & 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
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.
Item Description Qty Rate in Rs. Unit Amount in Rs.
<= 1200 mm dia.
21 Extra rate over item of Constructing Scrapper Slab Type
M.H. Chamber of following size for constructing M.H.
Chamber,per 1.00 Decimeter of additional depth or part
there of etc. complete. (inside) and depth from
For Pipe dia. <= 1000 mm
i) 1.6 m x 1.6 m Manhole depth from 4.0 to 5. 0 m 5 663.71 DM
For Pipe dia. <= 1200 mm
i) 1.8 m x 1.8 m Manhole depth from 4.0 to 5. 0 m 5 732.25 DM
22 Supplying, cleaning, cutting, bending, welding, fabricating, 2000 99.00 Kg
erecting structural steel in position irrespective of locations
and levels as per drawing including handling and transport
etc. complete including applying two coats of primer red
oxide and two coats of approved quality of paint over it
etc. complete as directed for gentry girder, platform, stairs,
chequered plate for cable trench etc.
Signature of Contractor Additional City Engineer (Drainage Project)
Name : Ahmedabad Municipal Corporation
Company's Seal :
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Technical bid.pdf
Technical specifications.pdf
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01. Drawing _Dayavan to East NDMA SWD Line_R2.pdf
02. Precast Manhole.pdf
03. Typical Detail of Catchpit.pdf
04. Typ. Pipe Trench.pdf
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