Providing & Laying 1200/1400 RCC NP4 Pipe by Micro Tunneling Method from Sabarmati Railway Station Gate to Connection Point of Existing 1800 mm dia. Pipe of AMC area

(5) Date of e-Tender (Technical Bid) Opening : Dt. 31/07/2026 at 17.00 hours

Municipal Commissioner

Ahmedabad Municipal Corporation

Sardar Patel Bhavan

Ahmedabad – 380

Gujarat (INDIA)

Providing & Laying 1200/1400 RCC NP4 Pipe by Micro Tunneling Method

from Sabarmati Railway Station Gate to Connection Point of Existing 1800 mm

dia. Pipe of AMC area

PRICE QUOTATION SHEET

Earnest Money Paid Rs. : Rs. 10,84,780/-

Date of Opening of Tender :

Quoted Price in Rs. 10,84,78,028/-

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 :

Tendered Cost for Providing & Laying 1200/1400 RCC NP4 Pipe

by Micro Tunneling Method from Sabarmati Railway Station

Gate to Connection Point of Existing 1800 mm dia. Pipe

Sr. No. Component Cost in Rs.

Micro Tunneling Method

(i) Providing & Laying 1200/1400 RCC NP4 Pipe by Micro tunneling

method from Sabarmati Railway station Gate to Connection point

of Existing 1800 mm dia. Pipe

(ii) Pipe Pushing work for Crossing 1400 mm dia RCC NP4 pipe (L=

(iii) 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

Providing & Laying 1200/1400 RCC NP4 Pipe by Micro tunneling method from Sabarmati Railway station Gate to

Connection point of Existing 1800 mm dia. Pipe

Item Description Qty. Rate in Rs. Unit Amount in Rs.

01 GEOTECHNICAL INVESTIGATIONS AND SUBSOIL

1.1 Seismic Refraction Survey/ MASW Survey Conducting Seismic 610.00 371.00 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 610.00 258.00 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 60.00 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 610.00 100.00 Rmt

Crossings for Road more than 30 mt. 1.00 88080.00 Crossings

03 TRACING BURIED MACHINEHOLE

Locating buried machineholes in all types of soil Conditions/ road 25.00 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 Qty. Rate in Rs. Unit Amount in Rs.

04 TOPOGRAPHIC SURVEY:

Conducting topographic survey of the alignment of the proposed 0.6100 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 6 mt. 2.00 2555643.00 No.

(ii) Extra depth beyond 6 mt. depth upto 7 mt. depth 1.00 189361.00 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 175516.00 Rmt.

(i) For 5 m x 5 m upto depth of 5 mt. 1.00 1803107.00 No.

(i) For 5 m x 5 m upto depth of 6 mt. 1.00 1979987.00 No.

(ii) Extra depth beyond 6 mt. depth upto 7 mt. depth 1.00 175050.00 Rmt.

06 Excavating tunnel by Micro tunnel boring machine for installing 260.00 107135.00 lm

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 payment).

1200 mm Dia Pipe-125 mm thickness

1400 mm Dia. Pipe- 140 mm thickness 350.00 132484.00 lm

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 458 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 260.00 11202.00 Rmt.

(ii) 1400 mm - 140 mm Thickness 350.00 14858.00 Rmt.

Item Description Qty. Rate in Rs. Unit Amount in Rs.

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 55.00 8407.00 mt3

Wall up to 6.0m 93.00 8277.00 mt3

(iii) Top slab 30.00 8407.00 mt3

(iv) Beam 5.00 8680.00 mt3

(vi) PVC Foot step 70.00 87.00 No.

(vii)15 mm thick Inside Cement Plaster in CM 1 : 3 460.00 184.87 m2

Precast RCC Machinehole for depth > 5 mt.

(i) Conical Slab 3.00 8407.00 mt3

(ii) Precast RCC Panel 3.00 8277.00 mt3

(iii) TMT Fe-500D 1.00 77504.00 MT

(v) Hiring charges of Crane & labour for Pre cast Panel 5.00 1760.00 Nos.

(vii) FRC machinehole Frame and cover 5.00 2146.25 Nos.

(viii) PVC Foot step 24.00 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) 573.00 72.14 Smt.

10 Extra rate over item of excavation of earth for excavation of asphalt 246.00 180.36 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).

11 Providing, laying, spreading and compacting graded stone aggregate 205.00 1146.95 m3

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 360.00 747.00 Rmt.

Item Description Qty. Rate in Rs. Unit Amount in Rs.

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)

type frame & cover incl. carting to the work site & fixing , Coping

in M25, PVC foot steps etc. complete.

i) Curb inlet with catch basin 24.00 11370.00 No.

16 Refilling the pipeline trenches incl. ramming, watering, 453.00 22.00 3

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 etc.complete.

18 Dewatering by pumping set of required capacity including 100.00 18.32 HP/hr

temporary platform carting pumping at site and fixing the same in

position including all accessories and fuel and labour etc. complete.

19 Making connection for Proposed pipe to existing pipe/ duct in 1.00 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 Stitch core cutting by Hilti or Equivalent tools for 600 to 800 mm

thick 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.

a) 200 mm (8") Core dia. 20.00 5700.00 Rmt.

21 Grouting with 1:3 cement mortar for anchor bolt pockets machine 10.00 3587.13 3

bases, pipe sleeves, pocket holes etc. including roughening and

cleaning of concrete surfaces curing etc. complete.

22 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.

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.

Signature of Contractor Additional City Engineer (Drainage Project)

Name : Ahmedabad Municipal Corporation

Company’s seal :

Schedule of Quantities and Rates

Pipe Pushing work for Crossing 1400 mm dia RCC NP4 pipe (L= 85 mt.)

Item Description Qty. Rate in Rs. Unit Amount in Rs.

1 Laying 1.4 m. dia. RCC NP4 pipe (by Pushing method) of 85.00 28540.00 Rmt.

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 item 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

(b) Providing and fixing TMT-Fe-500 bars 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

(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.

Signature of Contractor Additional City Engineer (Drainage Project)

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.

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 50.00 1507.00 Rmt

(c) 600 mm dia NP3 class 50.00 2137.00 Rmt

(d) 900 mm dia NP3 class 50.00 3877.00 Rmt

(d) 900 mm dia NP4 class 50.00 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 100.00 874.00 Rmt

(b) 450 mm dia NP3 class 100.00 1532.00 Rmt

(c) 600 mm dia NP3 class 100.00 2174.00 Rmt

(d) 900 mm dia NP3 class 100.00 3941.00 Rmt

(d) 900 mm dia NP4 class 100.00 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.

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 5.00 1352.68 No.

b) 400mm to 600 mm dia. 5.00 2254.46 No.

Item Description Qty Rate in Rs. Unit Amount in Rs.

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 25 64.93 Rmt.

150 mm dia 25 78.46 Rmt.

200 mm dia 25 94.69 Rmt.

250 mm dia 25 114.53 Rmt.

300 mm dia 25 137.97 Rmt.

350 mm dia 25 187.57 Rmt.

400 mm dia 25 209.21 Rmt.

450 mm dia 25 277.75 Rmt.

500 mm dia 25 323.74 Rmt.

600 mm dia 25 388.67 Rmt.

700 mm dia 25 498.69 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

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.

Item Description Qty Rate in Rs. Unit Amount in Rs.

09 Labours charges for collecting specials from Municipals 150.00 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 150.00 255.21 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 150.00 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

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 250 550.40 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

Item Description Qty Rate in Rs. Unit Amount in Rs.

19 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 jali 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.

20 Extra rate over item of Constructing Scrapper Slab Type

M.H. Chamber of following size for constructing M.H.

Chamber, per 1.00 Decimetre 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

21 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 :