Providing and laying drainage line & storm water line and upgrade line at diff. TP road of Ambali area in sg.highway to sp ring road area in bodakdev ward NWZ. (ARC)

Providing and laying drainage line & storm water line and upgrade line at diff. TP road of Ambali

area in sg.highway to sp ring road area in bodakdev ward NWZ. (ARC)

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 provisions

1 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 148.3146067 0 to 1.5 meter depth. 79.46 Cu.M

b 300 1.5 to 3 meter depth. 87.50 Cu.M

c 300 3 to 4.50 meter depth. 91.96 Cu.M

d 154 4.50 to 6.00 meter depth. 97.32 Cu.M

Extra rate over item of excavation of earth if excavation is to

2 200 be done in wet condition without resorting to pumping but 17.86 Cmt.

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 including demolishing the asphalt carpet, metal,

soiling/cutting Reinforcement etc.comp. with stacking the

material as directed.

a 231.00 up to 0.20 meter thickness (By Manual) 71.10 Smt

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

b 231 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 154 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

4 1000 exceeding 20 cm. in depth consolidation each deposited 22.00 Cu.M

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

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

b 15 b) Lead From 1Km to 2 Km. 30.94 Cu.M

c 15 c) Lead From 2 Km to 3 Km. 38.37 Cu.M

d 123 d) Lead From 3 Km to 4 Km. 45.52 Cu.M

e 154 e) Lead From 4 Km to 5 Km. 52.42 Cu.M

f 387.84 f) Lead From 5 Km to 10 Km. 78.54 Cu.M

g 231 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 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 15 100 mm dia 165.52 Rmt

b 46 150 mm dia 242.98 Rmt

c 46 230 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,

7 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

level as directed by Engineer-in-charge including

conveyance from stores to site of work, labour, giving

hydraulic testing as per ISI code.

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 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 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 G.L.)

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 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 7 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 G.L.)

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

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

Extra rate over item of Constructing Slab Type

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

12 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 3 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 depth) and

mt for (MH above 3.0 mt depth) below Ground Level (Max.

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

14 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

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 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 10 mm

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

Making connection to the ex.M.H.in running sewer incl.

Dewatering and other required machinery etc. of following

15 dia pipes at any convenient time. All damaged work shall be

well repaired as per instructions. etc..complete.

a 16 a. 150 mm to 300 mm dia. 1339.29 No.

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

c 3 700 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 5 150 mm to 300 mm dia. 1133.93 No.

b 5 400 mm to 600 mm dia. 1687.50 No.

c 3 700 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

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 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 2 (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.

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

19 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,

For Pipe dia. <= 1000 mm

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

plastic cups. Frame : 560 mm ø clear opening, outer size-

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

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 :

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 level in C.C.

21 13 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 pipes and removing the same after completion of the

connection work as directed.

a 12 (A) 100 mm to 300 mm dia. 199.11 No.

b 2 (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 300 Mazdoor at day /Night 497.50 No

b 50 Fitter/Mason at day / Night 519.06 No

b 50 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

25 114.00 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,

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

27 80 including bending, binding and placing in position complete 63.10 Kg

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

Providing 15mm thick cement plaster in single coat on

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

29 20.00 plastering upto floor two level and finished even and smooth 186.55 Smt

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 5 shuttering laying, vibrating, ramming and curing 3672.30 Cu.M.

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

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

33 100 (1:6) with 40 mm thick IPS flooring in the prop M15 at bottom 3110.80 No

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

34 100 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

35 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, including cost of all

materials (Building SOR 23-24 )

A 50 15 mm (I.code no. 23061) 71.93 RMT

B 50 25 mm (I.code no. 23062) 90.93 RMT

C 50 32 mm (I.code no.23063) 117.93 RMT

D 10 40 mm (I.code no. 23064) 146.65 RMT

E 10 50 mm (I.code no. 23065) 193.73 RMT

F 10 110mm (I.code no. 23067) 826.88 RMT

G 10 160 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 taxes,

36 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.

37 10 (Shift for Eight Hour) (For Each Pump Set, No payment 600.00 Shift

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

38 2880 pumps as and when required etc. complete. Set Do As 16.00 H.P/Hr

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 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. shifting, fuel and operating

40 20 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. Complete as Directed. (No payment

41 20 should be allowed for non working condition of machinery 600.00 HR.

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

42 25 instruction of engg. in charge, rate includes all nece. shifting, 2000.00 HR.

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

43 6 instruction of engg.incharge , rate includes all nece. shifting, 2700.00 HR.

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

44 4 as per instruction of engg. in charge, rate includes all nece. 5500.00

shifting, fuel and operating charges. (No payment should be

allowed for non working condition of machinery)

Providing and lying of Class SN8 Structured wall

polyethene piping systems (pipe with onlin/offline coupler

and elstomeric sealing ring ) with non smooth external

annular corrugated ans smooth internal surfaces (Double

wall ) for non pressure undregroudn sewerages & Drainage

application as per EN : 13476-3 including all local and

central taxes,transporation ,freight

charges,octroi,inspection charges,loading, unloading

,conveyace to the departmental stores etc.comleed (ID

dia) ( GWSSB SOR 2021-22)

Total Estimated Tender Rs.