Providing and Laying Drainage Line & other ncessary repairing work at Bopal Ghuma and Shilaj Canal area area in thaltej ward in North West Zone. (Re-Invite)

Name of work:- Providing and Laying Drainage Line & other ncessary repairing work at Bopal Ghuma area in thaltej ward in North

West Zone.(Re-invite)

QTY Item Description (w/o GST) in Per Amount

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. GWSSB

(2022-23) Item no

a 300 0 to 1.5 meter depth. 89.00 Cu.M

b 150 1.5 to 3 meter depth. 98.00 Cu.M

c 100 3 to 4.50 meter depth. 103.00 Cu.M

d 15 4.50 to 6.00 meter depth. 109.00 Cu.M

Extra rate over item of excavation of earth if excavation is to be done in

2 10 wet condition without resorting to pumping but incl. of bailing out of water. 17.86 Cmt.

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

pavement / RCC of thickness up to 0.20 meter including demolishing the

3 asphalt carpet, metal, soiling/cutting Reinforcement etc.comp. with

stacking the material as directed.(Based on Previously approved rate by C

a 125 up to 0.20 meter thickness (By Manual) 71.10 Smt

Up to 0.30 meter (By any type of Breaker Machine or R.C.C.Cutter

b 100 machine including cost of operator, fuel, & transportation etc complete. 177.76 Smt

0.30 meter & above (By any type of Breaker Machine or R.C.C.Cutter

c 20 machine including cost of operator, fuel, & transportation etc complete. 311.08 Smt

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

of foundations etc. in layers not exceeding 20 cm. in depth consolidation

each deposited layer by ramming and watering.

Conveyance charge of earth, lime, murrum, building rubbish, manure,

garbage, sludge, excavated rock, fly ash, aggregates of any kind executed

5 outside the road site. Rate also includes spreading & levelling etc

complete. Internal conveyance above 50 mt done within the work site is

a 3 a) Lead up to 1 Km. 23.38 Cu.M

b 6 b) Lead From 1Km to 2 Km. 30.94 Cu.M

c 9 c) Lead From 2 Km to 3 Km. 38.37 Cu.M

d 12 d) Lead From 3 Km to 4 Km. 45.52 Cu.M

e 545 e) Lead From 4 Km to 5 Km. 52.42 Cu.M

f 10 f) Lead From 5 Km to 10 Km. 78.54 Cu.M

g 10 g) Lead From 10 Km to 15 Km. 104.65 Cu.M

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,

6 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

a 1 100 mm dia (IT CD NO 24001AA) 211.05 Rmt

b 1 150 mm dia (IT CD NO 24001BA) 288.23 Rmt

c 10 230 mm dia 400.54 Rmt

Providing & Supplying ISI Standard RCC pipes (of sulphate resisting

cement) in a standard lengths of following class & dia meter suitable for

socket-spigot type including all taxes , insurance, transporation, freight

charges, octroi, inspection charges, loading, unloading, conveyance to

departmental stores, staking etc complete (IS 458:1989) Class NP-3, test

7 pressure 0.7/kg/sqcm. Rate also includes supplying RCC collar for RCC

pipes including taxes, carting, loading, unloading, etc complete. Including

labour work for lowering, laying, jointing, RCC pipes in CM 1:1 1/2 of

following diameters in proper position, grade and alignent at all as directed

by engineer in charge. inlcuding conveyance from store to site of work

labour giving hydraulic testing and all necessary testing as per IS code

300 mm pipe Horizontal

internal cast) (Based on Road Project approved rate /SOR

Manufacturing, testing, supplying, loading,transporting to

worksite,unloading.RCC pipe in OPC Cement of following class with

8 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.

(Based on Drainage project apporved rate/SOR Rate)

RCC NP3 Pipe with OPC Cement

a 325 450 mm dia. 1336 Rmt.

b 25 600 mm dia. 1909 Rmt.

c 25 900 mm dia. 3537 Rmt.

d 10 1200 mm dia. 5797 Rmt.

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)

a 325 450 mm dia. 171 Rmt.

b 25 600 mm dia. 228 Rmt.

c 25 900 mm dia. 340 Rmt.

d 10 1200 mm dia. 440 Rmt.

Constructing Chamber of following size including excavation, refilling,

BBCC (1:5:10) for foundation, C.C.Channel (1:2:4), finished 15 mm thick

10 cement plaster inside in CM 1:3, finishing with cement slurry, Brick

masonary in CM 1:5 & excluding the cost of chamber seat cover

0.60 X 0.45 mt. size Inside Clear, Depth from 0.0 to 0.90 meter

0.60 X 0.75 mt. size Inside Clear, Depth from 0.0 to 0.90 meter.

c 2 0.75 X 0.75 mt. size (Inside Clear) Depth from 0.0 to 1.20 meter. 3905.36 No.

Constructing Slab Type M.H. Chamber Of The Following Size Including

Excavation, Refilling, Brick Bats Cement Concrete (1:5:10) of thickness

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

11 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

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.

1.00 toshould be parallel

2.00 meter depth,to(Slab

at Ground level) 5651.79 No.

b 4 2.00 to 3.00 meter depth, (Slab at below 0.60 mt. From G.L.) 11395.54 No.

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 be reduced in this item)

Constructing Slab type M.H. Chamber of the following size including

excavation, refilling, brick bats cement concrete (1:5:10) of thickness

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

13 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

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 10 1.00 to 2.00 meter depth, (Slab at Ground level) 10177.68 No.

b 5 2.00 to 3.00 meter depth, (Slab at below 0.6 mt. From G.L.) 19258.04 No.

c 1 3.00 to 4.00 meter depth, (Slab at below 1.00 mt. From G.L.) 26867.86 No.

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 (SRC) & 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 35 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

For Pipe dia. <= 1000 mm

For Pipe dia. <= 1200 mm

Extra rate over item of Constructing Slab Type M.H./Chamber of following

15 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.

a 1 4.00 to 5.00 meter depth, 521.43 DM

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

16 1 to 3 mt depth) and 1.0 mt for (MH above 3.0 mt depth) below Ground 586.61 DM

Level (Max. 5 unit of DM should be reduced in this item)

Dismantling of existing Arch type manhole up to Arch and then Const.

Slab type manhole of following size incl. excavation, refilling and &

finished 15 mm thick cement plaster inside in CM 1:3, P/F 4 mm dia

M.S.Steel HDPE coated steps 35 cm c/c at 35 cm staggered in masonry

CM 1:5, incl. cost of RCC Slab in CC 1:1.5:3, including Cantering &

reinforcement as directed by engineer in charge. Rate includes carting of

debris and excavated soil

1.00 x 0.75 mt (inside clear) RCC Slab of thickness 15 C.M&

a 1 reinforcement (Single jalli at 15 C.M. c/c bothway 10 mm dia.) From 0 to 2 5892.86 No

mt depth (Slab at Ground level)

1.00 x 0.75 mt (inside clear) RCC Slab of thickness 15 C.M&

b 1 reinforcement (Single jalli at 15 C.M. c/c bothway 10 mm dia.) From 2 to 3 8883.93 No

mt depth (Slab at below 1.00 mt. From G.L.)

1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM &

c 1 reinforcement (double jalli at 15 C.M. c/c bothway 10 mm dia.) From 0 to 8080.36 No

2 mt depth (Slab at Ground level)

1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM&

reinforcement (double jalli at 15 C.M. c/c bothway 10 mm dia.) From 2 to

3 mt depth (Slab at below 1.00 mt. From G.L.)

1.40 x 1.00 mt (inside clear) RCC Slab of thickness 23 CM &

e 1 reinforcement (double jalli at 15 C.M. c/c bothway 10 mm dia.) From 3 to 24776.79 No

4 mt depth (Slab at below 1.00 mt. From G.L.)

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.

a 10 a. 150 mm to 300 mm dia. 1339.29 No.

b 3 b. 400 mm to 600 mm dia. 2232.14 No.

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

19 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.

a 5 150 mm to 300 mm dia. 1133.93 No.

b 2 400 mm to 600 mm dia. 1687.50 No.

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

20 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 apporved Road project /SOR )

a 10 (A) up to 0.15 mt. (@ Two Coarse) 728.82 No.

b 5 (B) up to 0.35mt. (@ Four Coarse) 1155.44 No.

c 5 (C) up to 0.65 mt. (@ Seven Coarse) 1786.49 No.

d 3 (D) up to 0.90 mt. (@ Ten Coarse ) 2150.90 No.

Repairing damaged I.C./ Raising 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 chamber sheet cover, removing the debris from

chamber and carting the same as directed.

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

F.R.C. Extra 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 wide

MS flat should be well embed in concrete to protect the edges of frame.

FRC E.H.D.-35 manhole cover & frame described as above

F.R.C. Heavy Duty [HD-20] Machinehole Covers - 560 mm ø clear

b 15 opening, The dimension of frame and cover as per mentioned in Amend 1720.44 No.

No.1 to IS 12592 : 2002 table

F.R.C. Medium Duty [MD-10] Machinehole Covers - 560mm ø clear

c 5 opening, The dimension of frame and cover as per mentioned in Amend 1255.52 No.

No.1 to IS 12592 : 2002 table 1..

F.R.C. Medium Duty [MD-10] Chamber Covers & Frame- 600 x 450 mm

d 5 clear opening, The dimension of frame and cover as per mentioned in 2254.98 No.

Amend No.1 to IS 12592 : 2002 table

F.R.C. Light Duty [LD-2.5] Machinehole Covers & Frames-560mm ø clear

e 5 opening, The dimension of frame and cover as per mentioned in Amend 1915.14 No.

No.1 to IS 12592 : 2002 table

Carting and Fixing M.H., Chamber or Catchpite Seat and Cover in line and

level to match exisisting road level in C.C. 1:2:4 and finishing smooth,

23 5 watering and protecting for 7 days etc. complete as directed. M.H. seat 750.00 No.

cover will be supplied byA.M.C.(from any store)

Providing Kachha of Pakka Dummy in the following dia pipes and

24 removing the same after completion of the connection work as directed.

a 5 (A) 100 mm to 300 mm dia. 199.11 No.

b 5 (B) 350 mm to 600 mm dia 302.68 No.

Providing Dead Cantering using good quality Country Wood Planks, wall

Plate of required thickness and size including placing the nece. supports

25 10 of reqd. size, nailing, fixing with mortar, levelling. All specification for 312.50 Smt

dead centring as per standard engg. practice etc. comp. as directed.

Supplying, labour for break down repairing work for activities like

26 excavation, disliting, removing debris from trench back filling etc. comp. as

directed by Eng.in charge.

a 100 Mazdoor at day /Night (As per AMC Circular No.4) 497.50 No

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 also

27 50 includes for making temporary sufficient nos of lighting arrangement 79.99 Rmt.

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)

Fabricating, supply and erecting in position Standard Structural steel

sections conforming to IS 2062 for railing , skywalk, stair, or other works

using ISMB, ISA, ISMC, MS plate, flat, square bars, pipe, square pipe,

rectangular sections, square section, tube, etc. including welding, cutting,

wastage, etc. complete. The rate is inclusive of welding rod, supply &

fixing of correct size nut, bolts, washers, including one primer coat of red

lead paint conforming IS:102 Zinc chromate paint conforming to IS:104

followed by two coat of aluminium paint as per IS:2339 OR enamel paint

of color as selected by engineer incharge, with all contractor's materials,

labour, tools & plants, in bolted/welded construction as directed by

Engineer-in Charge. The waste cut pieces shall not be included in the

paying quantity. The work shall be done as per drawing and specification.

The work shall be carried out as per IS:800, IS:816.

Providing TMT Bar FE415 reinforcement for R.C.C. work including

29 50 bending, binding and placing in position complete upto floor two level 75.46 Kg

Brick work using common burnt clay building bricks having 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

Providing15mm thick cement plaster in single coat on 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).

32 100 Reinstatement of Asphalt road using the same material. 103.57 Smt

Providing and Casting in situ ordinary cement concrete M200 for

R.C.C. Raft and cutt off walls including necessary shuttering laying,

vibrating, ramming and curing complete.(B) Walls, fom top of foundation

level upto floor two level.

Labour charger for lowering existing Ventilating column safely with the

help of required capacity of hydra crane or any type of required capacity of

crane. Item also includes welding machine , gas cutter , electric cutter

breaker etc necessary machineries required for this work with out damage

and item also includes carting the same to the AMC store. etc. comp as

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 15 mm thick cement plaster inside the catch pit in the

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

CatchPit Jali (Heavy duty) Fixing P/F FRC catch pit jali with frame 600mm

36 10 x 600mm clear opening etc. comp.. As directed by engineer in charge. 1377.64 No

Providing, laying and jointing in true line and level UPVC pipe (SCH-40) of

37 following dia. Including fittings of standard make as approved by Engineer-

a 3 15 mm 75.43 Rmt

b 50 25 mm 95.36 Rmt

c 5 40 mm 153.79 Rmt

Providing, supplying & fixing to wall ceiling and floor 6.0 kg. F/Cm2

working pressure polythelene pipes of the following outside dia. Low

density. Complete with special flange empression type fittings. Wall clips

etc. incl. making good the wall ceilling and floor.

Hiring of Tractor with trolley considering 8 Hrs. As working Day hours

39 15 inclu. Driver (GWSSB SOR-2022-23 Section-2E-Miscellenous Item No.7) 2104.09 Day

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

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

41 1 required, lowering and lifting the pumps as and when required etc. 16.00 H.P/Hr

complete. Set Do As Directed. (No payment should be allowed for non

working condition of machinery)

Hiring and operating the 20 KV 3 Phase Electric Generator for operating

desilting machinery, and lighting and other requirements with Arranging

42 1 diesel to run the D.G. Set Do As Directed. 8 Hrs Shift. (No payment should 2800.00 Shift

be allowed for non working condition of machinery)

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. in charge, rate includes all nece. shifting, fuel

43 10 and operating charges and stacking of useful & non-useful materials 600.00 Hour

separately up to store. (No payment should be allowed for non working

condition of machinery and for pipe line excavation and laying work)

Supplying Pneumatic Breaker Machine for RCC Slab or Asphalt

Demolishing Work on site by using Operator, fuel, power Supply etc.

44 10 Complete as Directed. (No payment should be allowed for non working 600.00 HR.

condition of machinery and for pipe line excavation and M.H. work.

Allowed only for break down work)

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, fuel and operating charges . (No payment should be

allowed for non working condition of machinery)

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, fuel and operating charges. (No payment should be

allowed for non working condition of machinery)

Providing & Supplying hydra carne Machine of 12 tone 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 Per 8 hr

includes all nece. shifting, fuel and operating charges. (No payment Shift

should be allowed for non working condition of machinery)

Total Estimated Tender Rs.