Upgradation and Maintainance of Strom Water Line Work & Their Related Work Regarding Pre-Monsoon Activity at Different Places In Thakkarnagar Ward of North Zone. (A.R.C.)

Name of work :- Upgradation and Maintainance of Strom Water Line Work & Their Related

Work Regarding Pre-Monsoon Activity at Different Places In Thakkarnagar Ward of North

AHMEDABAD MUNICIPAL CORPORATION

NORTH-ZONE ENGG. DEPARTMENT

Name of work :- Upgradation and Maintainance of Strom Water Line Work & Their Related

Work Regarding Pre-Monsoon Activity at Different Places In Thakkarnagar Ward of North Zone.

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NO. ITEM QTY. RATE PER AMOUNT

1 Excavation for pipe line trenches for water supply,

sewerage line, manhole etc. all with shoring and struting 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 sorts of

soil and soft murrum.

A 0 to 1.5 meter depth. 100.00 89.00 Cmt.

B 1.5 to 3 meter depth. 50.00 98.00 Cmt.

C 3 to 4.50 meter depth. 20.00 103.00 Cmt.

D 4.50 to 6.00 meter depth. 10.00 109.00 Cmt.

2 Extra rate over item of excavation of earth for excavation of

asphalt pavement / RCC of thickness up to 0.20 meter

including demolishing the asphalt carpet, metal,

soiling/cutting Reinforcement etc.comp. with stacking the

material as directed.

A up to 0.20 meter thickness (By Manual) 80.00 71.43 Smt

B Up to 0.30 meter (By any type of Breaker Machine or 160.00 178.57 Smt

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

transportation etc complete.

C 0.30 meter & above (By any type of Breaker Machine or 50.00 312.50 Smt

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

transportation etc complete.

3 Refilling the pipeline trencheds incl. ramming, watering,

consolodating desposal of surplus stuff as directed within a

radius of 3 km.

A Refilling as directed 100.00 22.00 Cmt.

B --do-- with selected soil brought from outside including all 20.00 175.00 Cmt.

4 Conveyance charge of earth,lime,murrum, building 170.00 326.73 Cmt.

rubbish,manual garbage,sludge ,excavated rock,fly ash,

aggregate of any kind etc. comp. up to 5 Km. lead (R&B

SOR 23-24, P-6 - Item code- 030201A1)

5 Providing and supplying,and jointing ISI mark only standard

length stoneware pipes of following class and diameter

including excavation for laying of pipes, insurance,

transportation, freight charges, octroi, inspection charges,

loading, unloading, conveyance to departmental stores,

stacking etc. compl. (IS651/1989 or its latest revision)

including labour work for lowering, laying, joiting with

cement mortar (1:1) proportion, proper postion, grade and

alignment and all level as directed by engineer in charge

including store to site of work jointing material etc complete.

A 100 mm dia 5.00 124.00 Rmt

B 150 mm dia 5.00 179.00 Rmt

C 200 mm dia 0.00 277.00 Rmt

D 230 mm dia 50.00 329.00 Rmt

6 Lowering, laying and jointing stone ware pipes of following

diameter with cement joint in C.M.1:1 proportion in proper

position , grade and alignment at all level as directed by

Engineer-in- charge including conveyance from stone to

site of work,jointing materrials etc. comp.

A 100 mm dia 5.00 58.00 Rmt

B 150 mm dia 5.00 88.00 Rmt

C 200 mm dia 0.00 113.00 Rmt

D 230 mm dia 50.00 128.00 Rmt

7 Providing and supplying ISI Standard RCC pipes (of

sulphate resisting Cement )in standard lengths of following

class and diameter suitable for rubber ring joints (socket

and spigot) including all taxes,insurance,

transportation,treight charges,octroi,inspection charges,

loading,unloading, conveyance to departmental stores,

stacking etc. complete (GWSSB SOR 2021-22)

Class NP3 Test pressure 0.7 Kg/Sq.Cm

A 300 mm internal diameter 100.00 755.00 Rmt

B 450 mm internal diameter 1.00 1361.00 Rmt

C 500 mm internal diameter 0.00 1485.00 Rmt

D 600 mm internal diameter 0.00 1946.00 Rmt

8 Lowering, laying and jointing R.C.C. pipes in C.M.1:1 1/2 of

following diameters in proper position , grade and

alignment at all level as directed by Engineer-in- charge

including conveyance from stone to site of work, labour

giving hydraulic testing as per ISI code.

A 300 mm internal diameter 100.00 119.00 Rmt

B 450 mm internal diameter 1.00 171.00 Rmt

C 500 mm internal diameter 0.00 189.00 Rmt

D 600 mm internal diameter 0.00 228.00 Rmt

9 Constructing Chamber of following size including

excavation, refilling, BBCC (1:5:10) for foundation,

C.C.Channel (1:2:4), finished 15 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.

A 0.60 X 0.45 mt. size Inside Clear, Depth from 0.0 to 1.00 2261.61 No.

B 0.60 X 0.75 mt. size Inside Clear, Depth from 0.0 to 1.00 2874.11 No.

C 0.75 X 0.75 mt. size (Inside Clear) Depth from 0.0 to 1.20 1.00 3905.36 No.

10 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 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

Cantering & Reinforcement (Single jalli at 15 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)

A 1.00 to 2.00 meter depth, (Slab at Ground level) 4.00 5651.79 No.

B 2.00 to 3.00 meter depth, (Slab at below 0.60 mt. From 2.00 11395.54 No.

11 Rate reduction over item of Constructing Slab Type M.H. 5.00 460.71 DM

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 be reduced in this item)

12 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 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 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 SOR 2009-10)

A 1.00 to 2.00 meter depth, (Slab at Ground level) 5.00 10177.68 No.

B 2.00 to 3.00 meter depth, (Slab at below 0.6 mt. From G.L.) 2.00 19258.04 No.

C 3.00 to 4.00 meter depth, (Slab at below 1.00 mt. From 1.00 26867.86 No.

D 5.00 to 6.00 meter depth, (Slab at below 1.00 mt. From 0.00 44050.00 No.

E 7.00 to 8.00 meter depth, (Slab at below 1.00 mt. From 0.00 66632.14 No.

13 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

A 4.00 to 5.00 meter depth, 5.00 521.43 DM

B 6.00 to 7.00 meter Depth 0.00 536.61 DM

C 8.00 to 9.00 meter Depth 0.00 551.79 DM

D 9.00 to 10.00 meter Depth 0.00 564.29 DM

14 Rate reduction over item of Constructing Slab Type M.H. 1.00 586.61 DM

Chamber of size 1.00 x 1.40 mt for constructing slab @

depth more than 0.60 mt for (MH above 3.00 mt Depth) and

1.00 mt. for (MH above 3.0 mt. depth) below GL (max.

unit of DM should be reduce in this item)

15 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. (Based on Drainage SOR 2009-10)

B 400 mm to 600 mm dia. 1.00 2232.14 No.

C 700 mm to 900 mm dia 0.00 3125.00 No.

16 Cutting the pipes of following dia coming in the new M.H.in

running sewer including cutting bars, including

removing debris /silt from the M.H. and carting at a suitable

distance etc..complete as directed. No payment for M.H.

work will be made until pipe is not cut completely in all

respect. (Based on Drainage SOR 2009-10)

A 150 mm to 300 mm dia. 5.00 1133.92 No.

B 400 mm to 600 mm dia. 1.00 1687.50 No.

17 Providing Kachha of Pakka Dummy in the following dia

pipes and removing the same after completion of the

connection work as directed. (Based on Drainage SOR

A 100 mm to 300 mm dia. 35.00 199.11 No.

B 350 mm to 600 mm dia 10.00 302.68 No.

C 650 mm to 900 mm dia 1.00 642.86 No.

18 Repairing damaged I.C./ Raising removing damaged brick 5.00 401.79 No.

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 chamber sheet

cover, removing the debris from chamber and carting the

same as directed.

19 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.

(Based on Drainage SOR 2009-10)

A up to 0.15 mt. (@ Two Coarse) 30.00 732.14 No.

B up to 0.35mt. (@ Four Coarse) 5.00 1160.71 No.

C up to 0.65 mt. (@ Seven Coarse) 5.00 1794.64 No.

D up to 0.90 mt. (@ Ten Coarse ) 5.00 2160.71 No.

20 Raising of Existing manhole item includes,cutting of 0.00 6846.43 No.

existing road surround by Manhole by diamond cutter

machine dismantling of road in confined area by breaker

machine and carting of dismantal material.item also

included necessarey 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 S

trowable fibre reinforced thixotropic repair mortal material

Laying of concrete made form Master Emaco 5

flowable micro concrete material in desired thickness and

laying of hot bitumanous material in Upper layer and

compaction of hot bitumanious material by palte compactor

machine .Rate also included necessary plaster at inside of

manhole in CM 1:3 in 20 MM thickness on raised brickwork.

21 Providing F.R.C. MH seat cover incl. carting to the work site

etc. comp. Directed. (Based on rate of central store

A (SET cover and frame) F.R.C. Extra Heavy Duty [EHD-35] 3.00 7275.00 Set

Machinehole Covers & Frame- 560mm ø clear opening,

The dimension of frame and cover as per mentioned in

Amend No.1 to IS 12592 : 2002 table 1 (As Per Central

stores circular No. 01 / 2025-26 Dt. 21.04.2025)

B (SET cover and frame) F.R.C. Heavy Duty [HD-20] 5.00 6950.00 Set

Machinehole Covers & Frames- 560mm ø clear opening,

The dimension of frame and cover as per mentioned in

Amend No.1 to IS 12592 : 2002 table 1 (As Per Central

stores circular No. 01 / 2025-26 Dt. 21.04.2025)

C (SET cover and frame) F.R.C. Medium Duty [MD-10] 5.00 4750.00 Set

Machinehole Covers & Frames- 560mm ø clear opening,

The dimension of frame and cover as per mentioned in

Amend No.1 to IS 12592 : 2002 table 1 (SET cover and

frame) (As Per Central stores circular No. 01 / 2025-26 Dt.

D (SET cover and frame) F.R.C. Medium Duty [MD-10] 2.00 4750.00 Set

Chamber Covers & Frame- 600 x 450 mm clear opening,

The dimension of frame and cover as per mentioned in

Amend No.1 to IS 12592 : 2002 table (As Per Central

stores circular No. 01 / 2025-26 Dt. 21.04.2025)

E (SET cover and frame) F.R.C. Light Duty [LD-2.5] 2.00 1800.00 Set

Machinehole Covers & Frames 560mm ø clear opening,

The dimension of frame and cover as per mentioned in

Amend No.1 to IS 12592 : 2002 table 1 (As Per Central

stores circular No. 01 / 2025-26 Dt. 21.04.2025)

22 Providing and fixing cast iron manhole frame of weight 80 0.00 95.00 Kg

to 85 kg suitable for existing EHD-35 FRC MH cover, rate

also incl. loading, unloading and fixing the frame in line and

level to match exisisting road level in CC 1:2:4 and finishing

smooth, watering and protecting for 7 days etc. complete

as per instruction by engg. in charge. (Approved Rate)

23 Carting and Fixing M.H. Chamber or Catchpite Seat and 20.00 750.00 No.

Cover in line and level to match exisisting road level in CC

1:2:4 and finishing smooth, watering and protecting for

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

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

24 Providing Dead Cantering using good quality 3.00 312.50 Smt

Country Wood Planks, wall Plate of required thickness

and size including placing the nece. supports of reqd.

size, nailing, fixing with mortar, levelling. All

specification for dead centring as per standard engg.

practice etc. comp. as directed.

25 Supplying, labour for break down repairing work for

activities like excavation, disliting, removing debris from

trench back filling etc. comp. as directed by Eng.in charge.

A Mazdoor at day /Night 50.00 452.00 No

C Makadam/ supervision at day / Night 12.00 711.00 No

26 Brick work using common burnt clay building bricks having 1.00 4011.66 Cmt

crushing strength not less than 35kg./Sq.Cm. In foundation

and plinth in Cement Mortar 1:5.(1-Cement: 5 -fine

sand)(B) Conventional.(R & B Building Road Bridge SOR

2021-22 Item Code 06001BA,Item No.as per NBO-6.12

page no.64Dist. AHMEDABAD SOR 2021-22

27 Providing15mm thick cement plaster in single coat on 5.00 174.83 Smt

Rough (Similar) side of single or half brickwalls for interior

plastering upto floor two level and finished even and

smooth in (i) Cement mortar 1:3 (1-cement:3-sand).

28 Supplying Cutting, bending, binding & placing in position

steel as per plan and design as per IS 2502 including cost

of steel & binding wire for reservoirs / structuresonly

including lift upto 6.00 mt. height or depth below GL for all

A TMT bars FE-415 0.00 73208.00 MT

B TMT bars FE-500 0.00 77504.00 MT

29 Providning & Laying cement concrete 1:2:4 and curing 0.00 3661.30 Cmt

30 Providning & Laying cement concrete 1:5:10 and curing 0.00 2492.51 Cmt

31 Barricading the entire break down or excavated area on 22.85 80.36 Rmt.

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

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) (Based on Drainage SOR 2009-10)

1 Providing and operation dewatering Pump including fuel 15.00 535.71 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)

2 Hiring and operating Mud Pumps incl. Cost of fuel and 50.00 18.32 HP/Hr

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) (GWSSB SOR-2022-23, Page

No.104, Item No.1)

3 Hiring and operating the 20 KV 3 Phase Electric Generator 1.00 2500.00 Shift

for operating desilting machinery, and lighting and other

requirements with Arranging diesel to run the D.G. Set Do

As Directed. 8 Hrs Shift. (No payment should be allowed for

non working condition of machinery)

4 Providing & Supplying JCB Machine on rental basis in case 45.00 535.71 Hour

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

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 CE sir )

5 Providing & Supplying Hitachi Machine -110 capacity on 0.00 1785.71 HR.

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 . (No payment should

be allowed for non working condition of machinery ) (Based

on central work shop rate)

6 Providing & Supplying Hitachi Machine -200 capacity on 0.00 2410.71 HR.

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. (No payment should

be allowed for non working condition of machinery ) (Based

on central work shop rate)

7 Providing & Supplying hydra carne Machine of 12 tone 0.00 3334.49 Per 8

capacity on rental basis in case of emergency situation and hr

break down type work & also during unavoidable condition Shift

as per instruction of engg.incharge , rate includes all nece.

shifting, fuel and operating charges . (No payment should

be allowed for non working condition of machinery)

(GWSSB SOR 2022-23 Item No. 7, Page 105)

8 Supplying electric breaker machine for RCC slab or asphalt 10.00 1071.42 Shift

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

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

work) (Based on Previously approved rate by CE sir )

9 Supplying Pneumatic Breaker Machine for RCC Slab or 20.00 535.71 HR.

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 line excavation and M.H. work. Allowed only

for break down work) (Based on Previously approved rate

10 Hiring of Tractor with Trally considering 8 hrs. as working 15.00 2104.00 Day

day hour incl. Driver

11 Hiring of Three Wheeler carrier ( chakado / Rixa) 3.00 1153.24 Day

considering 10 hrs. as working day hour incl. Driver

1 Constructing Bombay Pattern Type Catch Pit of size 0.60 x 70.00 3125.00 No

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 15 mm thick cement plaster inside the catch pit

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

2 CatchPit Jali (Heavy duty) Fixing P/F FRC catch pit jali with 70.00 1522.00 No

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

directed by engineer in charge.

3 Providing, laying, spreading and compacting graded stone

aggregate to wemix macadam specification including

premixing the Material with water aOMC in mechanical mix

plant carriage of mixed Material by tipper to sitelaying in

uniform layers in sub- base / base course on well prepared

surfacand compacting with vibratory roller to achieve the

desired density as per

Codal Provision.

a Production & Supply of WMM 40.00 1975.00 Cmt

b Laying of WMM 40.00 35.00 Cmt

Tender Amount Rs.

Seal and Signature of the Bidder Add. City Engineer

Date: (North Zone)