Drainage Line Upgradation and Necessary Repairing work at T.P. road, Gamtal Area And Other Different places in Ghuma area in thaltej ward in North West Zone.

QTY (w/o GST) 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

1 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 850 0 to 1.5 meter depth. 79.46 Cu.M

b 250 1.5 to 3 meter depth. 87.50 Cu.M

c 240 3 to 4.50 meter depth. 91.96 Cu.M

d 80 4.50 to 6.00 meter depth. 97.32 Cu.M

Extra rate over item of excavation of earth if

2 130 excavation is to be done in wet condition without 17.86 Cmt.

resorting to pumping but incl. of bailing out of water.

Extra rate over item of excavation of earth for

excavation of asphalt pavement / RCC of thickness up

3 to 0.20 meter including demolishing the asphalt

carpet, metal, soiling/cutting Reinforcement etc.comp.

with stacking the material as directed.

a 85 up to 0.20 meter thickness (By Manual) 71.10 Smt

Up to 0.30 meter (By any type of Breaker Machine or

b 105 R.C.C.Cutter machine including cost of operator, fuel, 177.76 Smt

& transportation etc complete.

0.30 meter & above (By any type of Breaker Machine

c 180 or R.C.C.Cutter machine including cost of operator, 311.08 Smt

fuel, & transportation etc complete.

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 outside the road

site. Rate also includes spreading & levelling etc

complete. Internal conveyance above 50 mt done

within the work site is not payable.

a 0 a) Lead up to 1 Km. 23.38 Cu.M

b 0 b) Lead From 1Km to 2 Km. 30.94 Cu.M

c 0 c) Lead From 2 Km to 3 Km. 38.37 Cu.M

d 0 d) Lead From 3 Km to 4 Km. 45.52 Cu.M

e 1581 e) Lead From 4 Km to 5 Km. 52.42 Cu.M

f 50 f) Lead From 5 Km to 10 Km. 78.54 Cu.M

g 0 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,

inspection charges, loading, unloading, conveyance to

6 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 10 100 mm dia 165.52 Rmt

b 10 150 mm dia 242.98 Rmt

c 20 230 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 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. (RCC

pipe Horizontal cast)

a 170 300 mm internal diameter 888.37 Rmt

b 30 450 mm internal diameter 1539.32 Rmt

c 25 600 mm internal diameter 2212.85 Rmt

d 5 900 mm internal diameter 3601.00 Rmt

e 5 1200 mm internal diameter 5899.00 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 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.

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.

0.75 X 0.75 mt. size (Inside Clear) Depth from 0.0 to

1.20 meter.

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

Mm Dia M.S.Steel Hdpe Coated Steps 35 Cm C/C At

9 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

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

a 4 1.00 to 2.00 meter depth, (Slab at Ground level) 5651.79 No.

2.00 to 3.00 meter depth, (Slab at below 0.60 mt.

From G.L.)

Rate reduction over item of Constructing Slab Type

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

10 1 slab @ depth more than 0.60 mt below Ground Level 460.71 DM

(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 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

11 mm dia M.S.Steel HDPE coated steps 35 cm c/c at

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

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 12 1.00 to 2.00 meter depth, (Slab at Ground level) 10177.68 No.

2.00 to 3.00 meter depth, (Slab at below 0.6 mt. From

3.00 to 4.00 meter depth, (Slab at below 1.00 mt.

From G.L.)

Constructing Scrapper Slab Type M.H. Chamber of

following size incl. excavation, refilling, brick bats cement

concrete (1:5:10) of thickness 15 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

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 (Inside Clear, M.H.

length should be parallel to the flow,

For Pipe dia. <= 1000 mm

1 (i) 1.6 m x 1.6 m x 2 m 22,994.00 Nos.

1 (ii) 1.6 m x 1.6 m x 3 m 30,214.00 Nos.

1 (iii) 1.6 m x 1.6 m x 4 m 41,651.00 Nos.

For Pipe dia. <= 1200 mm

1 i) 1.8 m x 1.8 m x 6 m 72,909.00 Nos.

Extra rate over item of Constructing Slab Type

M.H./Chamber of following size for constructing

13 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 2 to 3 mt

14 2 depth) and 1.0 mt for (MH above 3.0 mt depth) below 586.61 DM

Ground 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

15 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& reinforcement (Single jalli at 15 C.M. c/c

bothway 10 mm dia.) From 0 to 2 mt depth (Slab at

Ground level)

1.00 x 0.75 mt (inside clear) RCC Slab of thickness

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

bothway 10 mm dia.) From 0 to 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

d 1 bothway 10 mm dia.) From 2 to 3 mt depth (Slab at 17008.93 No

below 1.00 mt. From G.L.)

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 3 to 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

16 following dia pipes at any convenient time. All

damaged work shall be well repaired as per

instructions. etc..complete.

a 25 a. 150 mm to 300 mm dia. 1339.29 No.

b 10 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

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 5 400 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 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 16 (A) up to 0.15 mt. (@ Two Coarse) 728.82 No.

b 13 (B) up to 0.35mt. (@ Four Coarse) 1155.44 No.

c 13 (C) up to 0.65 mt. (@ Seven Coarse) 1786.49 No.

d 10 (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.

19 15 1:5 and plaster in C.M. 1:3 and fixing C.I. steps and 399.96 No.

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. Directed.

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 opening, The dimension of frame and

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

2002 table

F.R.C. Medium Duty [MD-10] Machinehole Covers -

560mm ø clear opening, The dimension of frame and

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

2002 table 1..

F.R.C. Medium Duty [MD-10] 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

F.R.C. Light Duty [LD-2.5] 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

Carting and Fixing M.H., Chamber or Catchpite Seat

and Cover in line and level to match exisisting road

21 10 level in C.C. 1:2:4 and finishing smooth, watering and 750.00 No.

protecting for 7 days etc. complete as directed. M.H.

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

Providing Kachha of Pakka Dummy in the

22 following dia pipes and removing the same after

completion of the connection work as directed.

a 10 (A) 100 mm to 300 mm dia. 199.11 No.

b 10 (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 of reqd. size,

nailing, fixing with mortar, levelling. All

specification for dead centring as per standard engg.

practice etc. comp. as directed.

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 68 Mazdoor at day /Night 363.30 No

b 40 Fitter at day / Night 380.30 No

b 200 Makadam/ supervision at day / Night 379.46 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

25 380 cautionary board etc. Item also includes for making 79.99 Rmt.

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)

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

26 520 chromate paint conforming to IS:104 followed by two 68.82 Kg.

coat of aluminium paint as per IS:2339 OR enamel

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 bending, binding and placing in

position complete upto floor two level (upto 10 ton)

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-

28 15 Cement: 5 -fine sand)(B) Conventional.(R & B 2566.34 Cmt

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

29 180 interior plastering upto floor two level and finished 101.25 Smt

even and smooth in (i) Cement mortar 1:3 (1-

cement:3-sand).

Reinstatement of Asphalt road using the same

Providing and Casting in situ ordinary cement

concrete M200 for R.C.C. Raft and cutt off walls

31 15 including necessary shuttering laying, vibrating, 3672.30 Cu.M.

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 directed.

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

34 10 jali with frame 600mm x 600mm clear opening etc. 1377.64 No

comp.. As directed by engineer in charge.

Providing, laying and jointing in true line and level

UPVC pipe (SCH-40) of following dia. Including

fittings of standard make as approved by Engineer-in-

a 20 15 mm 75.43 Rmt

b 20 25 mm 95.36 Rmt

c 35 40 mm 153.79 Rmt

d 40 50 mm 203.19 Rmt

Providing, supplying & fixing to wall ceiling and

floor 6.0 kg. F/Cm2 working pressure polythelene

36 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

25 floor.

90 mm 140.18 Rmt

30 110 mm 201.79 Rmt

35 140 mm 331.25 Rmt

Box cutting the road surface to proper slope and

camber for making a base for road work including

removing the excavated stuff and depositing on the

road side slope as directed upto 200 Mt.lead

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 sub- base /

base course on well prepared surface and compacting

with vibratory roller to achieve the desired density as

per Codal Provision.

40.00 Production & Supply of WMM 1708.13 Cmt

40.00 Laying of WMM 31.25 Cmt

Hiring of Tractor with trolley considering 8 Hrs. As

39 25 working Day hours inclu. Driver (GWSSB SOR-2022- 2104.09 Day

23 Section-2E-Miscellenous Item No.7)

Providing and operation dewatering Pump including

fuel charges & operator Charges etc. as directed etc.

40 10 comp. (Shift for Eight Hour) (For Each Pump Set, No 600.00 Shift

payment should be allowed for non working condition

of machinery)

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 8500 required, lowering and lifting the pumps as and when 16.00 H.P/Hr

required etc. 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 diesel

42 40 2800.00 Shift

to run the D.G. Set Do As Directed. 8 Hrs Shift. (No

payment should 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.

43 320 shifting, fuel and operating charges and stacking of 600.00 Hour

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)

Supplying Pneumatic Breaker Machine for RCC Slab

or Asphalt Demolishing Work on site by using

Operator, fuel, power Supply etc. Complete as

44 180 Directed. (No payment should be allowed for non 600.00 HR.

working 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

45 3 condition as per instruction of engg. in charge, rate 2000.00 HR.

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

46 2 condition as per instruction of engg.incharge , rate 2700.00 HR.

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

tone capacity on rental basis in case of emergency

situation and break down type work & also during

47 2 unavoidable condition as per instruction of engg. in 5500.00

charge, rate includes all nece. shifting, fuel and

operating charges. (No payment should be allowed for

non working condition of machinery)

Total Estimated Tender Rs.