Providing & Laying 1400 mm dia. By Micro Tunnelling From M.H. No. - 171 to M.H. No. - 189 near Devam Residency Sewage Pumping Station, Vatva in South Zone of AMC area

(4) Date of e-Tender (Technical Bid) Opening : Dt. 14/09/2026 at 11.00 hours

Municipal Commissioner

Ahmedabad Municipal Corporation

Sardar Patel Bhavan

Ahmedabad – 380

Gujarat (INDIA)

Providing & Laying 1400 mm dia. By Micro Tunnelling From M.H. No. - 171 to

M.H. No. - 189 near Devam Residency Sewage Pumping Station, Vatva in South

Zone of AMC area

PRICE QUOTATION SHEET

Earnest Money Paid Rs. : Rs. 8,44,848/-

Date of Opening of Tender :

Quoted Price in Rs. 8,44,84,781/-

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 :

Schedule of Quantities and Rates for

Providing & laying 1400 mm dia. By Micro tunneling From MH no.171 to MH no. 189 near Devam

Residency Sewage Pumping Station , Vatva

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

01 GEOTECHNICAL INVESTIGATIONS AND SUBSOIL PROFILE

1.1 Seismic Refraction Survey/ MASW Survey Conducting Seismic 450.00 371.00 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 24 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 determine 450.00 258.00 Rmt

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 30.00 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 450.00 100.00 Rmt

Crossings Upto 30 M Width 1.00 44040.00Crossing

03 TRACING BURIED MACHINEHOLES

Locating buried machineholes in all types of soil Conditions/ road surfaces 10.00 2000.00 Nos.

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

04 TOPOGRAPHIC SURVEY:

Conducting topographic survey of the alignment of the proposed works 0.45 15000.00 Km.

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 approval.

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

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-500D grade reinforcement, PVC foot step, refilling,

carting of extra earth (after construction of RCC chamber inside shaft.) etc.

(i) For 7 m x 5 m upto depth of 9.0 mt. 1.00 3281830.00 No.

Receiving Shaft

(i) For 5 m x 5 m upto depth of 8 mt. 1.00 2383459.00 No.

06 Excavating tunnel by Micro tunnel boring machine for installing following

diameter sleeve or carrier for sewerline 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).

1400 mm -140 mm thickness 450.00 146348.00 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 with epoxy paint for following

pipes etc. complete as per specification and as directed by Engineer-in-

(i) 1400 mm - 140 mm Thickness 450.00 14858.00 Rmt.

08 Extra rate in above item for 3.0 mm thick T-rib type HDPE Lining to be

installed in the RCC pipe during manufacturing of RCC pipe by vertical

vibration casting process. The rate includes manufacturing, supplying to

factory site of RCC Pipe, installing in mould of RCC Pipe including field

jointing of liner as per specification. Liner should be jointed and installed to

correct line in the pipe as per direction and guideline prescribed by

(i) For 1400 mm dia 450.00 4800.00 Rmt.

09 Construction of Cast in situ RCC Chamber in M 40 grade concrete

including Reinforcement of size 5.0 mt. x 3.0 mt. for 3.5 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

zinc epoxy paint , providing & fixing PVC foot steps etc. complete (At

Location of Shafts only)

Cast-in Situ RCC Chamber

(i) Base slab 24.00 8407.00 mt3

(ii) Wall up to 6.0m 32.00 8277.00 mt3

(iii) Top slab 12.00 8407.00 mt3

(iv) Beam 2.00 8680.00 mt3

(vi) PVC Foot step 24.00 87.00 No.

(vii) Epoxy paint 164.00 90.00 m2

Precast RCC Machinehole

(i) Conical Slab 2.00 8407.00 mt3

(ii) Precast RCC Panel 5.00 8277.00 mt3

(iii) TMT Fe-500D 1.00 77504.00 MT

(v) Hiring charges of Crane & labour for Pre cast Panel 2.00 2250.00 Nos.

(vi) Epoxy Paint 41.00 90.00 2

(vii) FRC machinehole Frame and cover 2.00 2146.25 Nos.

(viii) PVC Foot step 31.00 87.00 Nos.

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

10 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) 100.00 72.14 Smt.

11 Providing, laying, spreading and compacting graded stone aggregate to wet 100.00 1542.05 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

12 Providing and erecting steel ventilating columns of 12.0 mt. height & 15 5.00 17278.21 No.

cms. With C.I. ornamental cap safely with the help of required capacity of

hydra crane or any type of required capacity of crane and base fixed firmly

with necessary foundation with one coat of red lead oxide paint and one

coat of any approved color with 15 cms. dia. stoneware or R.C.C. pipe

connection with M.H. including excavation and jointing as required etc.

13 Dewatering by pumping set of required capacity including temporary 27293.00 18.32 HP/hr.

platform carting pumping at site and fixing the same in position including

all accessories, and fuel and labour etc. complete. Pump set of Capacity

14 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) Upto 300 mm dia pipe 2.00 1352.68 No.

(ii) 400 mm to 600 mm dia 2.00 2254.46 No.

(iii) 700 mm to 900 mm dia 2.00 3156.25 No.

15 Making connection of Proposed line to existing Structure at Starting 2.00 150000.00 LS

Chainage & connection to proposed unit at Ending Chainage with all

material , labour dewatering , diversion of sewage flow etc complete

Pipe line by Open Excavation

16 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

17 Providing and casting situ cement concrete (1:4:8) bedding using granite 25.00 3393.00 m3

quartizite trap metal of size 25 mm to 40 mm including consolidation,

curing etc. complete.

18 Extra rate over item of excavation of earth if excavation is to be done in wet 493.00 18.04 m3

condition without resorting to pumping out incl. of bailing out of water.

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

19 Manufacturing, testing, supplying, loading, transporting to worksite,

unloading. RCC pipe 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.

20 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 ISI code.

R.C.C. PIPES (At any Depth)

21 Shoring or timbering for trench with 50 mm thick planks and suitable size 480.00 71.00 m2

truts etc. complete.

22 Refilling the pipeline trenches incl. ramming, watering, consolidating, 1555.00 22.00 m3

disposal of surplus stuff as directed within a radius of 3 km.

23 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.

24 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. 39.00 5700.00 Rmt.

25 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.

26 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.

Signature of Contractor Additional City Engineer (Drainage Project)

Name : Ahmedabad Municipal Corporation

Company’s seal :