Providing & laying Storm line Extension to Kharicut Canal (Phase I) in North Zone of AMC area

(4) Date of e-Tender (Technical Bid) Opening : Dt. 30/04/2026 at 11.00 hours

Municipal Commissioner

Ahmedabad Municipal Corporation

Sardar Patel Bhavan

Ahmedabad – 380

Gujarat (INDIA)

Providing & laying Storm line Extension to Kharicut Canal (Phase I) in North Zone of

PRICE QUOTATION SHEET

Earnest Money Paid Rs. : Rs.

Date of Opening of Tender :

Quoted Price in Rs. 11,89,69,508/-

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 (North Zone)

Name : Ahmedabad Municipal Corporation

Company's Seal :

TENDERED COST FOR

PROVIDING & LAYING STORM LINE EXTENSION TO KHARICUT CANAL

(PHASE I) IN NORTH ZONE OF AMC AREA

Sr. No. Component Amount (Rs.)

1 Storm Line Extension to Kharicut Canal (Phase I) in North Zone of

AMC Area (Total Length = 9.57 KM)

2 Shifting of Service lines and miscellaneous work

Signature of Contractor Additional City Engineer (North 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 NORTH 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

condition without resorting to pumping out incl. of bailing out of water. 18057.00 18.04 m3

3 Providing bedding incl. ramming, watering, levelling consolidating etc.

complete as per standard and instruction of engineer in charge as above with 2029.00 329.00 m3

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 3323.00 747.00 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)

300 mm dia. for Curb inlet 3323.00 119.00 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 600 dia. Pipe (upto 4 m. depth)

(i) 1.2 dia x 2.0m Depth 6.00 38936.00 No

Sr. Description Qty Rate in Rs. Unit Amount

For 900 mm dia.pipe for any depth & For 600 dia. Pipe (more than

(i) 1.5 dia x 2.0m Depth 6.00 50265.00 No

(ii) 1.5 dia x 3.0m Depth 11.00 58129.00 No

(iii) 1.5 dia x 4.0m Depth 16.00 67414.00 No

(v) 1.5 dia x 5.0m Depth 10.00 83801.00 No

For 1200 mm dia.pipe for any depth

(i) 2.0 dia x 3.0 m depth 29.00 94945.00 No

(ii) 2.0 dia x 4.0 m depth 7.00 116166.00 No

For 1400 mm & 1600 mm dia.pipe for any depth

(i) 2.4 dia x 3.0m Depth 36.00 148215.00 No

(ii) 2.4 dia x 4.0m Depth 19.00 151020.00 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

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.

Sr. Description Qty Rate in Rs. Unit Amount

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 222.00 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) 51098.00 72.14 Smt.

10 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

11 Refilling the pipeline trenches incl. ramming, watering, consolidating

disposal of surplus stuff as directed within a radius of 3 km. 109377.00 22.00 m3

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

truts etc. complete. 23682.00 71.00 Sq.m

14 Fixing the TMT reinforcement by Rebaring by Hilti or Equivalent for

(i) 12mm Dia rebar 75.00 400.00 No.

(ii) 16mm Dia rebar 75.00 666.00 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 4.00 3156.25 No.

(ii) For 1200 mm dia. pipe 4.00 4058.04 No.

(iii) For 1400 mm dia. pipe 8.00 4959.82 No.

Sr. Description Qty Rate in Rs. Unit Amount

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

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 473.00 817.00 sqm.

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.

(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

(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

Sr. Description Qty Rate in Rs. Unit Amount

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 135.00 98.00 m3

iii) Depth 3.0m to 4.5m 120.00 103.00 m3

iv) Depth 4.5m to 6.0m 68.00 109.00 m3

c) Extra rate over item of Excavation of earth if excavation is to be done

in wet condition without resorting to pumping but incl.of bailing out of

d) Filling available excavated earth (excluding rock) in trenches. plinth,

sides of foundations etc. in layers not exceeding 20 cm. in depth 376.00 22.00 m3

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 90.00 76.64 m3

II) Lead up to 3.0km to 5.0km 90.00 103.26 m3

f) 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 6 mm to 20 mm for RCC work, including scaffolding

centering, form work, needle vibrated consolidation, curing comp. 12.00 4906.00 m3

(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 12.00 8213.00 m3

iii) Wall 33.00 8083.00 m3

iv) Top slab 11.00 8213.00 m3

h) Providing and fixing in position TMT Steel (Fe500) conforming to IS

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 specification.

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

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.

Sr. Description Qty Rate in Rs. Unit Amount

j) Providing and fixing plastic moulded reinforced steps with 10 mm

TOR steel bar with plastic polyproclene (P.P.) material (vergin) etc. 183.00 87.00 Nos.

k) Grouting with 1:3 cement mortar for pockets machine bases, pipe

sleeves, pocket holes etc. including roughening and cleaning of

concrete surfaces curing etc. complete.

l) FRC Manhole with frame 7.00 2146.25 Nos.

m) Providing and fixing water tight construction or expansion joints

mm. dia. Wide thin ribbed PVC.

n) Demolition and disposal of unserviceable materials with all lead and

lift.(i) Plain Cement Concrete

o) Demolition including stacking of serviceable materilas and disposal of

unserviceable materials with all lead and lift. (i) R.C.C. work

p) Stitch core cutting by Hilti or Equivalent tools for 500 to 600 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. 213.00 3420.00 Nos.

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 34.00 400.00 Nos.

ii) 16mm Rebaring 34.00 666.00 Nos.

17 Demolition and disposal of unserviceable materials with all lead and lift

i) Unreinforcement Cement Concrete 75.00 609.26 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

serviceable materilas and disposal of unserviceable materials with all lead 75.00 550.40 m3

and lift.(ii) In Cement Mortar.

20 Providing and cast in situ C.C. in grade M-20 (proportions as per mix

design 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.

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 38.00 4732.00 m3

reinforcement and neat finishing) with centering and shuttering/deshuttering

etc. comp. for structure for other than water retaining. Footing (without form

Sr. Description Qty Rate in Rs. Unit Amount

22 Supplying 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 4.00 77504.00 MT

Do - deformed (TMT) bars confirming to relevant IS Fe - 500D grade

for all diameters.

23 Dewatering by pumping set of required capacity including temporary

platform carting pumping at site and fixing the same in position including all 20472.00 18.32 HP/hr

accessories, and fuel and labour etc. complete.

24 Providing and operation dewatering Pump including fuel 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 150.00 541.07 Shift

Signature of Contractor Additional City Engineer (North 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.

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

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.

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 (North Zone)

Name : Ahmedabad Municipal Corporation

Company's Seal :