Providing and laying drainage line & storm water line and upgrade line at diff. TP road in S.G.highway to S.P. Ring road area and other area of bodakdev ward in NWZ. (ARC) (Reinvite)

Name of work:- Providing and laying drainage line & storm water line and upgrade line at diff. TP road in S.G.highway to

S.P. Ring road area and other area of bodakdev ward in NWZ. (ARC) (Reinvite)

Sr. No. QTY Item Description (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 including safety

1 0 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 2200 0 to 1.5 meter depth. 79.46 Cu.M

b 1200 1.5 to 3 meter depth. 87.50 Cu.M

c 900 3 to 4.50 meter depth. 91.96 Cu.M

d 100 4.50 to 6.00 meter depth. 97.32 Cu.M

Extra rate over item of excavation of earth if excavation is

2 50 to be done in wet condition without resorting to pumping 17.86 Cmt.

but incl. of bailing out of water.

Extra rate over item of excavation of earth for excavation

of asphalt pavement / RCC of thickness up to 0.20 meter

3 0 including demolishing the asphalt carpet, metal,

soiling/cutting Reinforcement etc.comp. with stacking the

material as directed.

a 1500.00 up to 0.20 meter thickness (By Manual) 71.10 Smt

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

b 750 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 or

c 500 R.C.C.Cutter machine including cost of operator, fuel, & 311.08 Smt

transportation etc complete.

Backfilling /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 55 b) Lead From 1Km to 2 Km. 30.94 Cu.M

c 55 c) Lead From 2 Km to 3 Km. 38.37 Cu.M

d 55 d) Lead From 3 Km to 4 Km. 45.52 Cu.M

e 50 e) Lead From 4 Km to 5 Km. 52.42 Cu.M

f 800.00 f) Lead From 5 Km to 10 Km. 78.54 Cu.M

g 100 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 0 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 50 100 mm dia 165.52 Rmt

b 50 150 mm dia 242.98 Rmt

c 50 230 mm dia 400.54 Rmt

R. C. C. PIPE (Vertical Cast) Providing and supplying ISI

Standard R.C.C. pipes in standard lengths of following

class and diameter suitable for either collar joints or

rubber ring joints including all taxes, insurance,

transportation, freight charges, octroi, inspection charges,

loading, unloading, conveyance to departmental stores,

stacking etc Note : One collar should be supplied with

each full length plain ended RCC pipe, cost included in

rates below. One rubber ring should be supplied with each

full length socketed pipe, cost included in rates below.

Lowering, laying and jointing R. C. C. pipes of following

diameters in proper position, grade and alignment at all

7.1 0 level as directed by Engineer-in-charge including

conveyance from stores to site of work, labour, giving

hydraulic testing as per ISI code.

0 Class NP2,NP3,NP4

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

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

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

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

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 2 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

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 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

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.

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

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

5.00 to 6.00 meter depth, (Slab at below 1.00 mt. From

7.00 to 8.00 meter depth, (Slab at below 1.00 mt. From

Extra rate over item of Constructing Slab Type

M.H./Chamber of following size for constructing M.H./

12 0 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 @

13 1 depth more than 0.60 mt for ( MH 2 to 3 mt depth) and 586.61 DM

1.0 mt for (MH above 3.0 mt depth) below 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 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 5 reinforcement (Single jalli at 15 C.M. c/c bothway 10 mm 5892.86 No

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

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

c 5 & reinforcement (double jalli at 15 C.M. c/c bothway 10 8080.36 No

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 bothway 10 mm

dia.) From 2 to 3 mt depth (Slab at below 1.00 mt. From

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

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

mm dia.) From 3 to 4 mt depth (Slab at below 1.00 mt.

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.

a 50 a. 150 mm to 300 mm dia. 1339.29 No.

b 10 b. 400 mm to 600 mm dia. 2232.14 No.

c 10 700 mm to 900 mm dia. 3080.00 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 15 150 mm to 300 mm dia. 1133.93 No.

b 15 400 mm to 600 mm dia. 1687.50 No.

c 10 700 mm to 900 mm dia. 1980.00 No.

Repairing damaged M.H. and rasing M.H. up to road level

incl. removing damaged brick work and repairing by brick

17 0 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 50 (A) up to 0.15 mt. (@ Two Coarse) 728.82 No.

b 15 (B) up to 0.35mt. (@ Four Coarse) 1155.44 No.

c 15 (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. 1:5 and

18 5 plaster in C.M. 1:3 and fixing C.I. steps and existing 399.96 No.

chamber sheet cover, removing the debris from chamber

and carting the same as directed.

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 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 (Inside Clear, M.H. length should

be parallel to the flow,

0 For Pipe dia. <= 1000 mm

0 For Pipe dia. <= 1200 mm

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

a 50 plastic cups. Frame : 560 mm ø clear opening, outer size- 3354.74 Set

888x888x175 mm. On the upper periphery of frame 25 x

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

b 10 clear opening, The dimension of frame and cover as per 1720.44 No.

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 :

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 :

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 :

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

Cover in line and level to match exisisting road level in C.C.

21 10 1:2:4 and finishing smooth, watering and protecting for 7 750.00 No.

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 following dia

22 0 pipes and removing the same after completion of the

connection work as directed.

a 50 (A) 100 mm to 300 mm dia. 199.11 No.

b 15 (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

Supplying, labour for break down repairing work for

24 0 activities like excavation, disliting, removing debris from

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

a 10 Mazdoor at day /Night 497.50 No

b 1 Fitter/Mason at day / Night 519.06 No

b 1 Makadam/ supervision at day / Night 583.02 No

Barricading the entire break down or excavated area on

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

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

26 600 conforming IS:102 Zinc chromate paint conforming to 68.82 Kg.

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

27 2100 including bending, binding and placing in position 63.10 Kg

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.

28 10 in foundation and plinth in CementMortar 1:5. (1- Cement 4011.66 Cmt

: 5 -fine sand)(B)

Providing 15mm thick cement plaster in single coat on

Rough (Similar)side of single or half brick walls for interior

29 100.00 plastering upto floor two level and finished even and 186.55 Smt

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

Reinstatement of Asphalt road using the same material.

Providing and Casting in situ ordinary cement concrete

M200 for R.C.C. Raft and cutt off walls including necessary

31 80 shuttering laying, vibrating, ramming and curing 3672.30 Cu.M.

complete.(B) Walls, fom top of foundation level upto floor

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

32 1 welding machine , gas cutter , electric cutter , breaker etc 5803.57 No

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

33 50 (1:6) with 40 mm thick IPS flooring in the prop M15 at 3110.80 No

bottom and 15 mm thick cement plaster inside the catch

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

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

34 50 frame 600mm x 600mm clear opening etc. comp.. As 1377.64 No

directed by engineer in charge.

Providing, laying and jointing in true line and level U.P.V.C

pipe (SCH - 40) of following dia. including fittings of

standard make as approved by Engineer - in - charge. Pipe

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

shall be concealed as directed including necessary Tee

,bend, any joint & any fittings etc. including testing of pipe

and joints and fixing the same with adhesive solvent,

0 including cost of all materials (Building SOR 23-24 )

A 25 15 mm (I.code no. 23061) 71.93 RMT

B 25 25 mm (I.code no. 23062) 90.93 RMT

C 25 32 mm (I.code no.23063) 117.93 RMT

D 5 40 mm (I.code no. 23064) 146.65 RMT

E 5 50 mm (I.code no. 23065) 193.73 RMT

F 5 110mm (I.code no. 23067) 826.88 RMT

G 5 160 mm (I.code no. 23066) 822.99 RMT

Providing, supplying & fixing in standard length ISI mark

Rigid unplasticised PVC Pipes suitable for portble water

with ring fit joint including cost of rings, as per IS

Specification no. 4985/1988 insluding all local and central

36 0 taxes, transportation, frieght charges, octroi, inspection

charges, loading, unloading, conveyance to the

departmental strors and including cost of jointing

materials etc. comp.

Test Pressure 6.0 kg/cm2. ( GWSSB SOR 22-23 )

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)

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. (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

39 20 requirements with Arranging diesel to run the D.G. Set Do 2800.00 Shift

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. 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)

Supplying Pneumatic 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 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

44 5 condition as per instruction of engg. in charge, rate 5500.00

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

payment should be allowed for non working condition of

Construction of granular Sub base by providing coarse

graded material , spreading in uniform layers with motor

grader on prepared surface mixing by mix in place method

with front end loader at OMC and compacting with

vibratory roller to achieve the desired density, complete as

per tender specification For all grade.(RA Approved

St.Com.Res No.189,Dt.19/05/2022)

A 600 (A) Production & Supply of GSB (Natural) 1032.73 Cmt

B 600 (B) Laying of GSB (Natural) 30.36 Cmt

Construction of granular Sub base using crusher run,

spreading in uniform layers with motor grader on

prepared surface mixing by mix in place method with front

46 end loader at OMC and compacting with vibratory roller 1793.00 Cmt

to achieve the desired density, complete as per tender

specification. For all grade. RA-3

A 500 Production & Supply of GSB (Crusher Run) RA-3A 1763.00 Cmt

B 500 Laying of GSB (Crusher Run) RA-3B 30.00 Cmt

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.

A 200 Production & Supply of WMM 1975.00 Cmt

B 200 Laying of WMM 35.00 Cmt

Total Estimated Tender Rs.