Providing & Laying of Strom water line of various diameter from Anil starch mil road to Indulal Yagnik Hall to Bapunagar cross road to Chandra Shekar Azad Road towards LBS lake road of Bapunagar ward in North Zone of AMC. (Re-invite)

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

Green Design & Engineering services Pvt.Ltd.

Dy. Municipal Commissioner

520-521, Shivalik Square,

North Zone - AMC

Nr. Adani CNG Pump,

Rajiv Gandhi Bhavan, Memco Cross

Ramapir No Tekro, old Vadaj,

Road, Ahmedabad Municipal

Ahmedabad-380027.

Corporation, Ahmedabad – 380

Email- [email protected]

Gujarat (INDIA)

Providing & Laying of Strom water line of various diameter from Anil starch mil road to Indulal

Yagnik Hall to Bapunagar cross road to Chandra Shekar Azad Road towards LBS lake road of

Bapunagar ward in North Zone of AMC.

PRICE QUOTATION SHEET

Earnest Money Paid Rs. : Rs. 7,30,50.00/-

Date of Opening of Tender:

Quoted Price in Rs. 7,30,04,981.00/-

I / We am / are willing to carry out work at % above / below* percent (should be written in figures and

words) of the estimated cost, as mentioned above. Amount of my / our tender works out for Rs. (in figures)

Rupees (in words)

Estimated amount put to tender Rs. Estimated amount put to tender Rs.

Add % above Rs. Deduct % below Rs.

Total Rs. Net Rs.

In words In words

Signature of Contractor Additional City Engineer (North Zone-PIU)

Ahmedabad Municipal Corporation

AHMEDABAD MUNICIPAL CORPORATION (AMC)

Name of Work: Providing & Laying of Strom water line of various diameter from

Anil starch mil road to Indulal Yagnik Hall to Bapunagar cross road to Chandra

Shekar Azad Road towards LBS lake road of Bapunagar ward in North Zone of

SUMMARY OF COST

1 Open excavation work-Pipeline & civil works

2 Shifting of Utilities

Signature of Contractor Additional City Engineer (North Zone-PIU)

Name : Ahmedabad Municipal Corporation

Company’s seal :

AHMEDABAD MUNICIPAL CORPORATION (AMC)

Name of Work : Providing & Laying of Strom water line of various diameter from Anil starch mil road to Indulal

Yagnik Hall to Bapunagar cross road to Chandra Shekar Azad Road towards LBS lake road of Bapunagar ward

in North Zone of AMC.

Sr Description Total Qty. Unit Rate 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

siterails and stacking excavated suff including upto 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 for excavation in wet. Condition 265.00 cmt 17.86

3 Conveyance charge of earth, lime, murrum, building -

rubbish, manual garbage, sludge, excavated rock, fly

ash, aggregate of any kind etc. Upto 5.0 Km lead.

upto 50 m to 0.5 Km 4,405.00 Cmt 303.69

Lead upt 1 Km 4,405.00 Cmt 320.20

Lead upto 1.5 Km 4,405.00 Cmt 335.15

Lead upto 2 Km 4,405.00 Cmt 347.73

4 Providing and casting in situ C.C. in grade M-15 115.00 Cmt 4,906.00

(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

reinforcement and neat finishing) with centering and

shuttering/deshuttering etc. comp. for structure for

other than water retaining. Footing (with form work)

5 Manufacturing, testing, supplying, loading, -

transporting to work site, unloading. RCC pipe in

OPC Cement of following class with Socket and

spigot joints as per IS458 -2021 including EPDM

Rubber ring as per IS5382-1985 etc. comp. As

Directed by Engineering in charge.

6 Lowering , Laying And Joining RCC Pipe Of -

Following Diameters in Proper Position, grade And

Alignment At All Level As Directed By Engineer In

Charge ncluding conveyance From store Of Site Of

Work, Labour Giving Hydraulic Testing as per ISI

7 Refilling of pipeline trences incl. ramming, watering, 34,710.00 cmt 22.00

consolidating, disposal of surplus stuff as directed

within a radius of 3 km.

8 Providing & Constructing Precast RCC Machinehole -

in RCC M- 40 grade Controlled concrete as per

drawing, in OPC including excavation, 100 mm thick

P.C.C. in M-15, Reinforcement in TMT- 500, PVC

Foot steps, Cement mortar of 1:3 / Sealant Material,

Rubber gasket, Providing & fixing FRC Manhole

frame & cover including inside epoxy paint complete

For 300 mm -450 mm Dia Pipeline -

1.2 M Dia - 2.1 m to 2.99 m Depth 10.00 Rmt 9,016.00

b) 1.2 m Dia. & 3 m Depth 1.00 No 50,540.00

1.2 M Dia - 3.1 m to 3.99 m Depth 1.00 Rmt 10,545.00

c) 1.2 m Dia. & 4 m Depth 1.00 No 54,804.00

For 600 mm-900 mm Dia Pipeline -

1.5 M Dia - 2.1 m to 2.99 m Depth 10.00 Rmt 10,644.00

b) 1.5 m Dia. & 3 m Depth 5.00 No 62,384.00

1.5 M Dia - 3.1 m to 3.99 m Depth 1.00 Rmt 10,658.00

c) 1.5 m Dia. & 4 m Depth 2.00 No 61,480.00

1.5 M Dia - 4.1 m to 4.99 m Depth 1.00 Rmt 11,404.00

For 1200 mm Dia Pipeline -

2.0 M Dia - 4.1 m to 4.99 m Depth 2.00 Rmt 15,246.00

9 Constructing Slab type M.H. Chamber of the -

following size including excavation, refilling, brick

bats cement concrete (1:5:10) of thickness 15 C.M.,

CC Channel (1:2:4) of thickness 10 C.M., finished

mm thick cement plaster 12 inside & outside (Only

for shaft) in CM 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 in masonary CM 1:5, RCC Slab in

CC 1:1.5:3 of thickness 23 C.M., including Cantering

& reinforcement (double jalli at 15 C.M. c/c bothway

12 mm dia.) but excluding the cost of Manhole seat

cover etc..completed. of Size 1.00 X 1.40 meter

(Inside Clear, M.H. length should be parallel to the

flow, for pipe dia <= 800 mm) (Based on Drainage

a) 1.00 to 2.00 meter depth, (Slab at Ground level) 25.00 No. 10,177.68

b) 2.00 to 3.00 meter depth, (Slab at below 0.6 mt. 2.00 No. 19,258.04

10 Extra rate over item of Constructing Slab Type M.H. -

Chamber of following size for constructing M.H.

Chamber, per 1.00 Decimetre of additional depth or

part thereof. etc. complete. Of size 1.00 x 1.40 mt.

(inside clear) and Depth from (Based on Drainage

a) 4.00 to 5.00 meter depth 5.00 DM 521.43

11 Rate reduction over item of Constructing Slab Type 5.00 DM 586.61

M.H. Chamber of size 1.00 x 1.40 mt for constructing

slab @ depth more than 0.60 mt for ( MH 2 to 3 mt

depth) and 1.0 mt for (MH above 3.0 mt depth) below

Ground Level (Max. 5 unit of DM should be reduced

in this item) ( As Per R.A. Based on Building SOR

12 Providing, Supplying, fixing & Carting F.R.C. Extra 10.00 2,125.00

Heavy Duty (EHD-35) Manhole Covers & Frames

Cover : 728mm ø & 100 mm thick circular cover,

35.00 MT load design, 100x2mm MS flat allround,

16mm ø plain round bar for lifting the cover & should

be fitted with plastic cups. Frame : 560 mm ø clear

opening, outer size-888x888x175 mm. On the upper

periphery of frame 25 x 3 mm protect the edges of

frame. FRC E.H.D.-35 manhole cover &wide MS flat

should be well embed in concrete to frame described

13 Providing, Supplying, fixing & Carting of FRC heavy 5.00 No. 1,830.36

duty cover size 730 mm. & 90 mm thick circular

cover 20 M.T. design load and frame size 560 mm

clear opening size 890 x 890 x 120 mm.

14 Providing, Supplying, fixing & Carting FRC medium 3.00 1,633.93

duty cover size 670 mm dia & 70 mm thick 10 M.T.

load design and frame size 560 mm clear opening

15 Constructing B. P. type catchpit of size 0.6 x 0.6 300.00 No. 3,125.00

depth up to 1 mt including excavation, BBCC

(1:5:10) 23mm thick brick wall in CM (1:6) with

mm thick IPS flooring in the prop M15 at the bottom

and 15 mm thick cement plaster inside the catchpit in

the proportion of CM (1:3) without jali etc. complete.

16 CatchPit Jali Fixing P/F FRC catch pit jali with frame 300.00 No. 1,383.93

600mm x 600mm clear opening etc. comp.. As

directed by engineer in charge. (Based on Central

17 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.

Upto 0.2 meter thickness (By Manual) 16,020.00 Smt 71.43

Up to 0.30 meter (By any type of Breaker Machine or 16,020.00 Smt 178.57

R.C.C.Cutter machine including cost of operator, fuel,

& transportation etc complete.

c) 0.30 meter & above (By Breaker Machine 16,020.00 Smt 312.50

including cost of operator, fuel,& transportation etc

18 Reinstatement of asphalt road/ pavement using same 50,465.00 Smt 231.47

material for soiling and new metalling grouting with

tack coat etc. Complete as complete.

19 Providing, laying, spreading and compacting graded 5,050.00 Cmt 1,526.79

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 codal provision.

20 Shoring or timbering for trench with 50 mm thick 12,000.00 Smt 71.00

planks and suitable size truts etc. complete.

21 Hiring and operating Mud Pumps incl. Cost of fuel 500.00 Hp/hr 18.32

and operator including the cost of to and fro

transportation, laying of the delivery hoses as

required, lowering and lifting the pumps as and when

required etc. complete. Set Do As Directed. (No

payment should be allowed for non working condition

of machinery ) ( Based on Previously approved rate

22 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.

23 Barricading the entire break down or excavated area 4,005.00 Rmt 80.36

on rental basis using wooden ballies / M.S.angles at

max. 2.00 meter centre to centre, C.G.I. Sheet,

reflective paint / Board out side to avoid accident &

for smooth traffic diversion & movement including

cautionary board etc. Item also includes for making

temporary sufficient nos of lighting arrangement

through out the work with necessary required

arrangement. ..The same shall be removed after

completion of work. (Only for break down work from

start to complete)

24 Demolition of Brick work & stone masonry including 50.00 Cmt 544.95

stacking of serviceable materials and disposal of

unserviceable materials with all lead and lift. (i) In

25 Demolition and disposal of unserviceable materials 50.00 Cmt 603.23

with all lead and lift.(i) Unreinforced cement concrete

26 Demolition and disposal of stacking of serviceable 50.00 Cmt 1,047.38

materials and disposal of unserviceable materials with

all lead and lift (i) R.C.C work

AHMEDABAD MUNICIPAL CORPORATION (AMC)

Name of Work : Providing & Laying of Strom water line of various diameter from Anil starch mil road to

Indulal Yagnik Hall to Bapunagar cross road to Chandra Shekar Azad Road towards LBS lake road of

Bapunagar ward in North Zone of AMC.

Shifting of Utilities - Abstract Sheet

Description Unit Without Amount

Manufacturing, testing, supplying, lowering in trench,

loading, transporting to work site, unloading. RCC pipe in

SRC Cement of following class with Socket and spigot

joints as per IS 458-2003 including EPDM Rubber ring as

per IS 5382-1985 etc. comp. As Directed by Engineer in

(a) 300 mm dia NP3 class 50 Rmt 874

(b) 450 mm dia NP3 class 50 Rmt 1532

(c) 600 mm dia NP3 class 50 Rmt 2174

(d) 900 mm dia NP3 class 50 Rmt 3941

Providing And Jointing Stoneware Pipes Incl. Excavation

Upto 2Mt. 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.

(a) 100 mm dia. 100 Rmt 119.64

(b) 150 mm dia. 100 Rmt 163.39

(c) 200 mm dia. 100 Rmt 312.5

(d) 230 mm dia. 100 Rmt 344.64

P/F with lead joints the CI/MS fitting over cut ends of

3 existing C.I/M.S. Pipes by prior jute caulking pouring lead

and caulking agianst to finish properly

a) 100 mm dia 10 No 650

b) 150 mm dia 10 No 950

c) 200 mm dia 10 No 1100

d) 250 mm dia 10 No 1400

e) 300 mm dia. 10 No 1800

f) 350 mm dia 10 No 2100

g) 400 mm dia 10 No 2500

h) 450 mm dia 10 No 3000

i) 500 mm dia 10 No 3500

j) 600 mm dia 10 No 4000

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

4 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

a) 100 mm dia 10 No 1250

b) 150 mm dia 10 No 1875

c) 200 mm dia 10 No 2750

d) 250 mm dia 10 No 3875

e) 300 mm dia. 10 No 5250

f) 350 mm dia 10 No 7500

g) 400 mm dia 10 No 8750

i) 500 mm dia 10 No 10875

j) 600 mm dia 10 No 17500

Labours charges for collecting specials from Municipals

store loading, transportation, unloading to the site, laying

5 and fixing CI specials inclusive of all jointing materials like

lead, spun etc. and labour, exacavation re-filling and nece.

dewatering as per instrucation of engg. incharge. 2500 Kg 21.43

Providing laying and jointing in true line and level of

various dia. U.P.V.C. Pipe ( SCH- 40) for cold water

including fittings as approved by Engineer In Charge. Pipe

shall be fixed on the wall with the help of clamp at every

two metre C/C or shall be concealed as directed including

necessary fittings etc. including testing of pipe and joints

and fixing the same with adhesive solvent, including cost of

a) 15 mm dia. 100 Rmt 71.93

b) 25 mm dia 100 Rmt 90.93

c) 32 mm dia. 100 Rmt 117.97

d) 40 mm dia. 100 Rmt 146.65

e) 50 mm dia 100 Rmt 193.73

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.

a) 63 mm dia. 100 Rmt 81

b) 75 mm dia 100 Rmt 111

c) 90 mm dia. 100 Rmt 156

d) 110 mm dia. 100 Rmt 218

e) 160 mm dia 100 Rmt 448

f) 250 mm dia. 100 Rmt 1086

Transporting from AMC store and laying spigot and socket

New DI pipeline DI-K-9 pipe of various classes with

CI/DI/MS specials of following diameters. Rate includes

excavation upto minimum 1.0mt. depth from top of pipe / as

per requirement in any soil, refilling after laying pipe,

covering and temptation of carting surplus earth upto 30mt.

lead and watering and compaction.Clearingthesite.All Joint

shall be made tight & leak free etc.comp.

a) 100 mm dia 100 Rmt 64.29

b) 150 mm dia 100 Rmt 77.68

c) 200 mm dia 100 Rmt 93.75

d) 250 mm dia 100 Rmt 113.39

e) 300 mm dia. 100 Rmt 136.61

f) 350 mm dia 100 Rmt 185.71

g) 400 mm dia 100 Rmt 207.14

h) 450 mm dia 100 Rmt 275

Only Removing & Recover of existing CI/DI pipeline &

specials, removing any type of joint, carting it to the muni.

Stores as & where directed as per instruction of

Engg.Incharge with excavation & refilling.

80 mm dia. 50 Rmt 63.39

100 mm dia. 50 Rmt 64.29

150 mm dia. 50 Rmt 77.68

200 mm dia. 50 Rmt 93.75

250 mm dia. 50 Rmt 113.39

300 mm dia. 50 Rmt 136.61

Removing silt from existing drainage line of any diameter

in running water and carting the same upto all lead and lift

as mention below etc. complete as per instruction of

engineer in charge. 50 Cmt 283

Repairing damaged M.H. and rasing M.H. upto road level

incl. removing damaged brick work and repairing by brick

11 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) 30 No 732.14

b) upto 0.35 mt (@ Four Coarse) 30 No 1160.71

(C) up to 0.65 mt. (@ Seven Coarse) 30 No 1794.64

(D) up to 0.90 mt. (@ Ten Coarse ) 30 No 2160.71

Dismentaling of tiled of Stonre flooring laid in mortar

12 including stacking of servicable material with all lead and

lift 500 Smt 47.25

Providing and casting in situ C.C. in grade M-20

(proportions as per mix design or as per table 9 of IS

2000 in masses by weigh batching) using granite, quartzite

trap metal of size 6 mm to 20 mm for RCC work, including

13 scaffolding centering, formwork, needle vibrated

consolidation, curing complete upto 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)

i) RCC Footing 10 Cmt 5520

ii) RCC Beam 5 Cmt 6722

iii) RCC Column 5 Cmt 7363

(iv) RCC Slab 10 Cmt 6504

(v) RCC wall 5 Cmt 6779

Supply cutting, Bending, Binding and placing in position

steel as per plan and design and as per ISS 2502 including

cost of steel and binding wire for reservoirs/ structures only

14 including lift up to 6 meter height or depth below G.L. for

Deformed(TMT)bars confirming to relevant IS Fe-500

grade for all diameters. 2 Cmt 77504

Providing and Laying of Rubber Moulded Paver Block

Grey/Coloured 60 mm thick, M-35 Grade of any size ;

shape (Usually Uni-Paver Blocks) using black trap good

quality aggregate of 20 mm nominal size for footpath, 500 Smt 383.04

parking areas, service lanes and other areas as mentioned in

the drawing / instruction of engineer in charge. Cost

includes formworks using rubber mould, Rate providing

and laying paver blocks as per required grading and

specification. The paver block shall be mechanically

compacted. The work of paving blocks shall be executed in

line and level by skill mason of flooring work only. It

should be laid in such a way that the no cutting of the paver

block to be necessary. If cutting of paver block necessary

then it should be cut by machine only and carting. The

finished surface of the paver block shall have reasonably

good, plain finished. Paver blocks shall be compacted and

shall be relaid if necessary. Gravel or such type of materials

shall not be allowed for production. Laying on 5 cms thick

sand bedding. and Laying of Rubber Moulded Paver Block

Grey/Coloured 60 mm thick, M-35 Grade of any size ;

shape (Usually Uni-Paver Blocks) using black trap good

quality aggregate of 20 mm nominal size for footpath,

parking areas, service lanes and other areas as mentioned in

the drawing / instruction of engineer in charge. Cost

includes formworks using rubber mould, Rate providing

and laying paver blocks as per required grading and

specification. The paver block shall be mechanically

compacted. The work of paving blocks shall be executed in

line and level by skill mason of flooring work only. It

should be laid in such a way that the no cutting of the paver

block to be necessary. If cutting of paver block necessary

then it should be cut by machine only and carting. The

finished surface of the paver block shall have reasonably

good, plain finished. Paver blocks shall be compacted and

shall be relaid if necessary. Gravel or such type of materials

shall not be allowed for production. Laying on 5 cms thick

Supplying and fixing of 300 mm-L x 150 mm-B x 380 mm-

Kerb block for Footpath in M-20 grade using 20 mm

nominal size black trap aggregate of Sevaliya/Timba or

equivalent quality for pre-cast blocks, reasonably exposed

finish/ formwork , mould with well equipped with vibratory

system for kerb stones of approved design including curing,

etc. complete, including the cost of formwork etc. complete.

The rate shall also include necessary cutting of asphalt,

fixing the Kerb stones in line and level on 5 cm thick sand

bedding with necessary equipments and materials. The rate

shall also include the flush pointing in CM (1:3) for all

joints of the kerbstones. Filling of zari alone the sides of the

kerb stone fixed with Bituminous concrete Bituminous

concrete / C.C. mixed in proper position to flush with the

road surface as directed by Engineer in change to form a

portable mixture. 500 Smt 350.89

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 ) 50 Shift 535.71

( Based on Previously approved rate by C E sir )

Providing & Supplying JCB Machine on rental basis in case

of emergency situation and break down type work & also

during unavoidable condition as per instruction of

engg.incharge , rate includes all nece. shifting, fuel and

18 operating charges and stacking of useful & non-useful

materials separately up to store. (No payment should be

allowed for non working condition of machinery and for

pipe line excavation and laying work) ( Based on Previously

approved rate by C E sir ) 75 Hour 535.71

Supplying Electric Breaker Machine for RCC Slab or

Asphalt Demolishing Work on site by using Operator, fuel,

power Supply etc. Complete as Directed. (No payment

19 should be allowed for non working condition of machinery

and for pipe line excavation and M.H. work. Allowed only

for break down work) ( Based on Previously approved rate

by C E sir ) 20 Shift 1071.43

1)Shifting of of all exisiting underground HT & LT cables

and other Electrical Utility at Location as per Directed by

Eng in Charge of AMC

2) Re erecting and laying of all exisitng HT & LT cables

and other Electrical Utility cables as per Directed by

Engineer In Charge of AMC. 1 Job 1000000

Signature of Contractor Additional City Engineer (North Zone-PIU)

Name : Ahmedabad Municipal Corporation

Company’s seal :