Providing, Lowering, Laying fixing and Upgradation of Drainage line Network and making New Machinehole in santosi nagar,Charan vas,Rohit vas,vankar vas,thakkor vas,Naroda patiya ,A-ward,Naroda GIDC Resi.Mohan nagar and TP-70,71,75,109,121 Dehgam ring road and different location in North Zone Naroda Ward ARC work.

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

Rupees (in words)

EstimatedamountputtotenderRs. EstimatedamountputtotenderRs.

Add % aboveRs. Deduct % belowRs.

Total Rs. Net Rs.

Inwords Inwords

Signature of Contractor Additional City Engineer (NorthZone-.)

AhmedabadMunicipalCorporation

AHMEDABADMUNICIPALCORPORATION(AMC)

Name of Work : Providing, Lowering, Laying fixing and Upgradation of Drainage line

Network and making New Machinehole in santosi nagar,Charan vas,Rohit vas,vankar

vas,thakkor vas,Naroda patiya ,A-ward,Naroda GIDC Resi.Mohan nagar and TP-

70,71,75,109,121 Dehgam ring road and different location in North Zone Naroda Ward ARC

1 Providing, Lowering, Laying fixing and Upgradation of Drainage line 85,00,000/-

TOTAL AMOUNT 85,00,000/-

TOTAL AMOUNT 85,00,000/-

Description Unit Without Amount

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 murrum

GWSSB SOR 2022-23, Sec.- 1 & 2.B-Labour,

Item No.1, Page No.

Extra rate for excavation in wet. Condition

(AMC Drainage SOR Item no-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 1.00

a)Lead upt 1 Km

b)Lead upto 1.5 Km

c)Lead upto 2 Km

d)Lead upto 2.5 Km

e)Lead upto 3 Km

f)Lead upto 3.5 Km

g)Lead upto 4 Km

h)Lead upto 4.5 Km

i)Lead upto 5 Km

(R & B SOR 2023-24, Statement 5, Item no

3.2.1.A.2, Page no 6)

Providing bedding incl. ramming, watering,

consolidating etc. Filling in trench with available Cmt

4 sand within 2 Km

GWSSB SOR 2022-23, Sec.- 1 & 2.B-Labour,

Item No.3, Page No.

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.

Lowering , Laying And Joining RCC Pipe

OfFollowing Diameters in Proper Position,

grade And Alignment At All Level As Directed

By Engineer In Charge ncluding conveyance

From store Of Site Of

Work,LabourGivingHydraulicTestingasperISI

GWSSB SOR 2022-23, Sec.- 1 & 2.A-Material,

6 Item No.10.1.D, Page No.

Refilling of pipeline trences incl. ramming,

7 watering, consolidating, disposal of surplus stuff cmt

as directed within a radius of 3 km.

GWSSB SOR , Part-1 & 2 (Labour Sec), Item

No. 14.1, Page No.

Constructing Chamber of following size

including excavation, refilling, BBCC (1:5:10)

for foundation, C.C.Channel (1:2:4), finished

mm thick cement plaster inside in CM 1:3,

finishing with cement slurry, Brick masonary in

CM 1:5 & excluding the cost of chamber seat

cover etc..completed. (Based on Drainage SOR

a)0.60 X 0.45 mt. size Inside Clear, Depth from

0.0 to 0.90meter for pipe dia <=150 mm. No.

b)0.60 X 0.75 mt. size Inside Clear, Depth from

0.0 to 0.90meter for pipe dia <=20 mm. No.

c)0.75 X 0.75 mt. size (Inside Clear) Depth from

0.0 to 1.20 meter for pipe dia <=20 mm No.

As per Rate Analysis

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 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

9 (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.

a)1.00 to 2.00 meter depth, (Slab at Ground

b)2.00 to 3.00 meter depth, (Slab at below

0.6 mt. From G.L.) 25.00

c)3.00 to 4.00 meter depth, (Slab at below

1.00 mt. From G.L.) 18.00

d)5.00 to 6.00 meter depth, (Slab at below

1.00 mt. From G.L.) 2.00

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

C.M., finished 15 mm thick cement plaster 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 Masonary In Cm 1:5, Rcc Slab In

Cc1:1.5:3 of thickness 15 C.M.,Including

10 Cantering & Reinforcement (Single jalli at

C.M. c/c bothway 10 mm dia.)But Excluding The

Cost Of Manhole Seat Cover Etc..Completed Of

Size 0.75 X 1.00 Meter (Inside Clear, M.H.

length should be parallel to the flow) (Based on

Drainage SOR 2009-10)

a) 1.00 to 2.00 meter depth, (Slab at Ground

level) (for pipe dia <=230 mm) 4.00

b) 2.00 to 3.00 meter depth, (Slab at below

mt. From G.L.) (for pipe dia <=300 mm) No. ########

(AMC Drainage Sor, Item No.13)

Rate reduction over item of Constructing Slab

Type M.H. Chamber of size 1.00 x 0.75 mt for

constructing slab @ depth more than 0.60 mt

below Ground Level (Max. 3 unit of DM should 10.00

be reduced in this item) (As Per R.A. Based on

Building SOR 2015-16)

(AMC Drainage Sor, Item No.11)

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

x 1.40 mt. (inside clear) and Depth from (Based

12 on Drainage SOR 2009-10)

a) 4.00 to 5.00 meter depth

b) 6.00 to 7.00 meter depth

(AMC Drainage SOR Item no-15)

Rate reduction over item of Constructing Slab

Type 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 DM

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 2015-16)

(AMC Drainage SOR Item no-16)

Providing, Supplying, fixing & Carting of FRC

heavy duty cover size 730 mm. & 90 mm thick

circular cover 20 M.T. design load and frame size 5.00

560 mm clear opening size 890 x 890 x 120 mm.

(AMC Drainage SOR JAN-2016, Item No-23b

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)

15 b)Up to 0.30 meter (By any type of Breaker

Machine or R.C.C.Cutter machine including cost Smt

of operator, fuel, & transportation etc complete.

c) 0.30 meter & above (By Breaker Machine

including cost of operator, fuel,& transportation Smt

(AMC Drainage SOR JAN-2016, Item No-4 (a)

Reinstatement of asphalt road/ pavement using

same material for soiling and new metalling

16 grouting with tack coat etc. Complete as 1,200.00

As per AMC Approved Rate

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, Cmt

17 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.

AMC SOR ‐ (Jan‐ 2021/22)

Rate for Road Works , Item No-8

Shoring or timbering for trench with 50 mm thick

planks and suitable size truts etc. complete. Smt

(GWSSB SOR 2022-23 sec-G, Item no-16,

Hiring and operating Mud Pumps incl. Cost of

fuel 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. 11.00

(No payment should be allowed for non working

condition of machinery ) ( Based on Previously

approved rate by C E sir )

(GWSSB SOR 2022-23 ,SEC-2.E, Item no-1,

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

20 repaired as per instructions etc. complete.

a) 150 mm to 300 mm dia.

b) 400 mm to 600 mm dia. No.

a) 700 mm to 900 mm dia.

(AMC Drainage SOR JAN-2016, Item No-19)

Providing and erecting steel ventilating columns

of 12.0 mt height (Height may very as per site) &

15 cms. dia. 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 - No. ######## -

21 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. complete.

( As per drawing )

(GWSSB SOR 2022-23, Sec-D, Item no-5.2

Barricading the entire break down or excavated

area 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 Rmt

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)

(Based on Drainage SOR 2009-10) (AMC SOR

2016,Labour work for water pipe line,It.

Demolition of Brick work & stone masonry

including stacking of serviceable materials and

disposal of unserviceable materials with all lead 5.00

and lift. (i) In cement Mortar.

(R & B SOR 2023-24, Chapter-

20.11,It.code.20003B,Pg No.140)

Demolition and disposal of unserviceable

materials with all lead and lift.(i) Unreinforced Cmt

24 cement concrete

(R & B SOR 2023-24, Chapter - 20, Item no.

20.1, Item Code-20001B Page no. 140)

Demolition and disposal of stacking of

serviceable materials and disposal of

unserviceable materials with all lead and lift (i) 5.00

(R & B SOR 2023-24, Chapter-20,

It.code.20002,Pg No.140)

Providing And Jointing Stoneware Pipes Incl.

Excavation Upto 2Mt. Refilling, Transporting

26 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

(a) 100 mm dia.

(b) 150 mm dia.

(c) 200 mm dia.

(d) 230 mm dia.

AMC SOR-2016, Drainage Work, Item No.

Constructing Bombay Pattern Type Catch Pit of

size 0.60 x 0.60 depth up to 1 mt including

excavation, B.B.C.C. (1:5:10), 23 cms thick brick

maso. wall in the prop. of CM (1:6) with 40 mm

thick IPS flooring in the prop M15 at bottom and 2.00

15 mm thick cement plaster inside the catch pit in

the proportion of CM (1:3) with out jali etc.

comp. as directed.

AMC SOR-2016, Drainage Work ( SWD

Work ), Item No.

CatchPit Jali Fixing P/F FRC catch pit jali with

frame 600mm x 600mm clear opening etc. comp.. No.

28 As directed by engineer-in-charge.

AMC SOR-2016, Drainage Work ( SWD

Work ), Item No.

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 all materials.

(R & B SOR 2023-24,It.Code-23061 to

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.

GWSSB SOR 2022-23, Part-1 & 2 A(Material)

Item No. 3.1.B, Page No. 6 + Part 1 & 2 B (

Labour), Item No.8, Page No.37

Removing silt from existing drainage line of any

diameter in running water and carting the same

31 upto all lead and lift as mention below etc. 2.00

complete as per instruction of engineer in charge.

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

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)

b) upto 0.35 mt (@ Four Coarse)

C) up to 0.65 mt. (@ Seven Coarse)

D) up to 0.90 mt. (@ Ten Coarse )

(AMC drainage project SOR Jan-2016, Item

Dismentaling of tiled of Stonre flooring laid in

mortar including stacking of servicable material Smt

33 with all lead and lift

(R & B SOR 2023-24, It. No.20.23,It.Code-

20005 Page No.140)

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, 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 10.00

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 sand bedding.

(As per AMC SOR 2016,Footpath_CV, It.

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 Smt

35 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.

(As per AMC SOR 2016,Footpath_CV, It.

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 operating

charges and stacking of useful & non-useful Hour

36 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

AMC SOR-2016, Drainage Work- Machinery,

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 should be allowed for

non working condition of machinery and for pipe 4.00

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

break down work) ( Based on Previously

approved rate by C E sir )

AMC SOR-2016, Drainage Work- Machinery,

Providing & Supplying Hitachi Machine-110

capacity on rental basis in case of emergency

situation and break down type work & also

during unavoidable condition as per instruction of

engg. in charge, rate includes all nece. shifting, 6.00

fuel and operating charges . (No payment

should be allowed for non working condition of

Providing & Supplying Hitachi Machine-200

capacity 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, 6.00

fuel and operating charges. (No payment should

be allowed for non working condition of

Transporation Charge for Hitachi machine bring

40 for the break down work at site to other site Trip

loading -Unloading etc.complete. as directed.

Providing lighting arrangement for doing work at

night time. 10.00

Supplying, labour for break down repairing work

for activities like excavation, disliting, removing

42 debris from trench back filling etc. comp. as

directed by Eng.in charge. (Building SOR 2023-

24, (Basic rates for Labour work))

a)Labour charges - Mazdoor (Male) (Sr. No.

1051 Code L-22, Page No.39) 200.00

b)Labour charges Mazdoor (Fe-Male) ( Code L-

c)Labour charges - Supervision for Machinery

(Sr. No. 1058 Code L-29, Page No.39) No

Providing & Supplying hydra carne Machine of

12 tone capacity on rental basis in case of

emergency situation and break down type work & Per

also during unavoidable condition as per

instruction of engg. in charge, rate includes all

nece. shifting, fuel and operating charges. (No Shift

payment should be allowed for non working

condition of machinery)

raising of Existing manhole Item includes, cutting

of existing road surround by Manhole by dimond

cutter machine, dismantling of road in confined

area by breaker machine and carting of

dismantled material. Item also included necessary

brick work to raise the manhole at road level in

CM 1:3 Item also included fixing of Manhole

frame at exact road level by using MaserEmaco

44 S 488 trowelable fibre reinforced thixotropic No

repair mortar material, Laying of concrete made

from MasterEmaco S 346 flowable micro

concrete material in desired thickness and laying

of hot mit bituminous material in upper layer and

compaction of hot mix bituminous material by

Plate compactor machine. Rate also included

necessary plaster at inside of manhole in CM 1:3

in 20 mm thickness on raised brickwork.

Carting and Fixing M.H., Chamber or Catchpite

Seat and Cover in line and level to match

45 exisisting road level in C.C. 1:2:4 and finishing No

smooth, watering and protecting for 7 days etc.

complete as directed. M.H. seat cover will be

supplied byA.M.C.(from any store)

(SET cover and frame) F.R.C. Extra Heavy Duty

[EHD-35] Machinehole Covers & Frames-

46 560mm Ø clear opening, The dimension of frame No

and cover as per mentioned in Amend No.1 to IS

(SET cover and frame) F.R.C. Heavy Duty [HD-

20] Machinehole Covers & Frames- 560mm Ø

47 clear opening, The dimension of frame and cover No

as per mentioned in Amend No.1 to IS 12592:

(SET cover and frame) F.R.C. Medium Duty

[MD-10] Machinehole Covers & Frames-560mm

48 Ø clear opening, The dimension of frame and No

cover as per mentioned in Amend No.1 to IS

(SET cover and frame) F.R.C. Light Duty [LD-

2.5] Machinehole Covers & Frames- 560mm Ø

49 clear opening, The dimension of frame and cover No

as per mentioned in Amend No.1 to IS 12592:

Providing Kachha of Pakka Dummy in the

following dia pipes and removing the same

after completion of the connection work as

(A) 100 mm to 300 mm dia.

(B) 350 mm to 600 mm dia

Signature of Contractor AdditionalCityEngineer(NorthZone-.)

Name : Ahmedabad Municipal Corporation

Company’s seal :