Maintenance And Repairing Work Of Various Segment Of Existing Sewer Drainage Line And Storm Drainage Line as Per Requirement In TPS No. 59(Unn), TPS No. 67 (Jiav-Sonari-Gabheni), Moje - Gabheni, Jiav, Budiya Area Of South Zone-B (Kanakpur) in Surat Municipal Corporation.

Name of work :Maintenance And Repairing Work Of Various Segment Of Existing Sewer Drainage Line And

Storm Drainage Line as Per Requirement In TPS No. 59(Unn), TPS No. 67(Jiav-Sonari-Gabheni), Moje -

Gabheni, Jiav, Budiya Area Of South Zone-B (Kanakpur) in Surat Municipal Corporation.

Description Quantity Unit Amount

1 Excavation for pipe line trenches for water supply, sewerage

line, machinehole etc. all with showring and struting if required

as per required grediant and line including safety provisions

using site rails and staking excaveted stuff including up to all

required lead cleaning the site etc. complete for all lifts and and

strata as specified.

(A) In hard murrum, boulders & macadam road

2 Excavation in bituminous road as per required grediant and line

including safety provisions using site rails and staking

excaveted stuff including up to all required lead cleaning the site

etc. complete for all lift as specified.

(B) Excavation in Bituminous road 150.00 C.M. 288.65

Removing of concrete road surface up to base coarse including

stacking of material up to lead of 50 mt.

(1) Unreinforced cement concrete 30.00 C.M. 609.26

(2) Reinforced cement concrete 30.00 C.M. 1057.47

4 Excavation for pipe line trenches for water supply, sewerage

line, machinehole etc. all with showring and struting if required

as per required grediant and line including safety provisions

using site rails and staking excaveted stuff including up to all

required lead cleaning the site etc. complete for all lifts and

strata as specified.

(A) In all sorts of soil and soft murrum

A) Upto 1.50 mt. dpt. From G.L. 500.00 C.M. 102.35

F) for every extra additional depth of 1.5 m or part there of

beyond 7.5 m depth 0.00 C.M. 32.20

5 Refilling of pipeline trenches incl. ramming, watering,

consolidating, desposal of surplus stuff as directed within a

radius of 3.0 Km.. 500.00 C.M. 25.30

6 Providing and supplying ISI standred R.C.C. pipes (of Sulphate

Resisting Cement) in standerd lenth of following class and

diameter suitable for either coller joints or rubber ring joints

including all taxes, insurance, transportation, freight chargees,

octroi, inspection charges, loading, unloading, conveyance to

department stores, staking etc. complete. (IS 458/1989)

Note : One caller shood be supplied with each full length plain

ended R.C.C. pipe, cost included in rates below. One rubber

ring shood be supplied with each full length socketed R.C.C.

pipe, cost included in rates below.

Lowering, laying and joining 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 stores to site of work, labour, giving hydraulic

testing as per ISI code.

(A2) 150 mm dia (NP3 Class) 5.00 Rmt. 403.45

(B2) 250 mm dia (NP3 Class) 200.00 Rmt. 638.55

(B3) 250 mm dia (NP4 Class) 0.00 Rmt. 868.55

(C1) 300 mm dia (NP2 Class) 0.00 Rmt. 808.85

(C2) 300 mm dia (NP3 Class) 200.00 Rmt. 891.85

(C3) 300 mm dia (NP4 Class) 0.00 Rmt. 1223.85

(F1) 450 mm dia (NP2 Class) 0.00 Rmt. 1013.65

(F2) 450 mm dia (NP3 Class) 300.00 Rmt. 1557.65

(F3) 450 mm dia (NP4 Class) 100.00 Rmt. 2375.65

(H1) 600 mm dia (NP2 Class) 0.00 Rmt. 1593.20

(H2) 600 mm dia (NP3 Class) 150.00 Rmt. 2208.20

(H3) 600 mm dia (NP4 Class) 0.00 Rmt. 3256.20

(J1) 800 mm dia (NP2Class) 0.00 Rmt. 2448.30

(J2) 800 mm dia (NP3 Class) 0.00 Rmt. 3522.30

(J3) 800 mm dia (NP4 Class) 0.00 Rmt. 5922.30

(K1) 900 mm dia (NP2 Class) 0.00 Rmt. 2867.00

(K2) 900 mm dia (NP3 Class) 0.00 Rmt. 3992.00

(K3) 900 mm dia (NP4 Class) 0.00 Rmt. 7029.00

(L1) 1000 mm dia (NP2 Class) 0.00 Rmt. 3864.25

(L2) 1000 mm dia (NP3 Class) 0.00 Rmt. 5252.25

(L3) 1000 mm dia (NP4 Class) 0.00 Rmt. 8713.25

(N1) 1200 mm dia (NP2 Class) 0.00 Rmt. 4627.00

(N2) 1200 mm dia (NP3 Class) 0.00 Rmt. 6405.00

(N3) 1200 mm dia (NP4 Class) 0.00 Rmt. 10210.00

(O1) 1400 mm dia (NP2 Class) 0.00 Rmt. 5994.10

(O2) 1400 mm dia (NP3 Class) 0.00 Rmt. 8178.10

(O3) 1400 mm dia (NP4 Class) 0.00 Rmt. 14801.10

(P1) 1600 mm dia (NP2Class) 0.00 Rmt. 8873.55

(P2) 1600 mm dia (NP3 Class) 0.00 Rmt. 11830.55

(P3) 1600 mm dia (NP4 Class) 0.00 Rmt. 18365.55

(Q1) 1800 mm dia (NP2 Class) 0.00 Rmt. 10635.50

(Q2) 1800 mm dia (NP3 Class) 0.00 Rmt. 14355.50

(Q3) 1800 mm dia (NP4 Class) 0.00 Rmt. 20002.50

(R2) 2000 mm dia (NP3 Class) 0.00 Rmt. 16880.45

(R3) 2000 mm dia (NP4 Class) 0.00 Rmt. 21718.45

(S2) 2200 mm dia (NP3 Class) 0.00 Rmt. 19405.40

(S3) 2200 mm dia (NP4 Class) 0.00 Rmt. 23434.40

Providing and fixing U-PVC (SWR) confirming to IS no.

(Type-B) of Prince / Suprime / Jain / Astral / Tulsi / Finolex make

for soil and waste discharge system at all floor level incl. all

fixtures like bends, tees, shoe etc. joined with resin of approved

brand and manufacture etc. complete. (M.R.)

Providing and laying in trenches galvanised mild steel tubes

6B (medium-grade) TATA , ZENITH , ASIAN ZINDAL make of the

following nominal bore & tube fitting etc.comp.

Providing, laying and joining on true line & level U-PVC pipe

(SCH-40) line incl. fitting make or equivalent as approved by

engineer in charge. Pipe shall be fixed on the wall the help of

6C clamo at every two meter C/C or shall be concealed as directed

incl. necessary fitting etc. incl. testing of pipe and joints and

fixing the same with adhesive solvant incl. cost of all material

(A) 15 mm dia 10.00 Rmt. 72.65

(B) 25 mm dia 10.00 Rmt. 91.84

Providing and constructing sewer machineholes , scraper

machineholes and unit house connection Chamber, as per type

design in brick masonary in CM 1 : 5 and inside and outside

20mm thick plastaring in C.M. 1 : 3 necessary 100 mm coping

with reinforcement in R.C.C. M-200 , fixing polypropylen steps

and fixing machinehole frame and cover (but excluding supply of

manhole frame and cover) over machineholes and house

connection chambers and fixing manhole cover (but excluding

supply of manhole covers) over scraper machinehole etc.

complete.Providing and fixing Safety chain wherever nesessary

as per the stipulation in the type design Complete as per latest

CPHEEO manul.(Excluding excavation).

(A) machinehole Type "A" circular type having inside diameter of

1200 mm for depth up to 1.5 m depth (for 150 mm to 500 mm

1 machinehole Type "A" as above for 1.0 m. depth

2. Extra depth beyond 1.0 m but upto 1.5 m depth for "A" type

machinehole 0.00 Rmt 6628.00

(B) machinehole Type "B" circular type having inside diameter of

minimum1500 mm and for depth from 1.5 m to 4.0 m depth (for

150 mm to 600 mm dia sewers)

1. machinehole Type "B" as above but up to 1.5 m. depth 20.00 No. 21116.00

2. machinehole Type "B" as above but up to 2.0 m. depth 15.00 No. 27272.50

3. machinehole Type "B" as above but up to 2.1 m. depth 5.00 No. 28503.80

4. Extra depth beyond 2.1 m but up to 4.0 m depth for type "B"

machinehole 0.00 Rmt 12313.00

(C) machinehole Type "C" circular type having inside diameter

of mimimum 1500 mm and for depth beyond 4.0 m to 6.0 m

depth (for 150 mm to 1800 mm dia sewers)

1 machinehole Type "C" as above but up to 4.0 m. depth 0.00 No. 52908.00

2. Extra depth beyond 4.0 m and up to 6.0 m depth for type "C"

machinehole above 0.00 Rmt 18786.00

(D) machinehole Type "D" circular type having inside diameter

of mimimum 1500 mm and for depth beyond 6.0 m to 10.0 m

depth (for 150 mm to 500 mm dia sewers)

1 machinehole Type "D1" as above but up to 6.0 m. depth 0.00 No. 91174.00

2. Extra depth beyond 6.0 m and up to 10.0 m depth for type

"D1" machinehole above 0.00 Rmt 22110.00

(E) machinehole Type "D2" circular type having inside diameter

of mimimum 1500 mm and for depth beyond 6.0 m to 10.0 m

depth (for 600 mm to 1000 mm dia sewer)

1 machinehole Type "D2" as above but up to 6.0 m. depth 0.00 No. 89818.00

2. Extra depth beyond 6.0 m and up to 10.0 m depth for type

"D2" machinehole above 0.00 Rmt 22121.00

(F) machinehole Type "D3" circular type having inside diameter

of mimimum 1900 mm and for depth beyond 6.0 m to 10.0 m

depth (for 1100 mm to 1800 mm dia sewer)

1 machinehole Type "D3" as above but up to 6.0 m. depth 0.00 No. 109142.00

2. Extra depth beyond 6.0 m and up to 10.0 m depth for type

"D3" machinehole above 0.00 Rmt 26015.00

(G) Scraper machinehole Type "S1" rectangular type having

inside dimention 1500 mm x 1500 mm for 600 mm dia to

mm dia sewer pipe and for depth 2.5 m to 9.0 m depth

1 Scraper machinehole Type "S1" as above but up to 2.5 m.

depth 0.00 No. 52319.00

2. Extra depth beyond 2.5 m and up to 9.0 m depth for type "S1"

scraper machinehole above 0.00 Rmt 31907.00

(H) Scraper machinehole Type "S2" rectangular type having

inside dimention 1900 mm x 1900 mm for 1400 mm dia sewer

pipes and for depth 2.5 m to 9.0 m

1 Scraper machinehole Type "S2" as above but up to 2.5 m.

depth 0.00 No. 48103.00

2. Extra depth beyond 2.5 m and up to 9.0 m depth for type "S2"

scraper machinehole above 0.00 Rmt 20370.00

8 R.C.C. precast machinehole frame and cover manufacture,

supply & delivery at store or at site of work precast RCC M-200

frame and cover suitable to drainage line M.H. and as per type

design and drawing including cost of reinforcement M.S. angles

or flat, curing mold work etc.

(A)For circular machinehole of ISI marks (Heavy duty) 560mm

(B)For scraper machinehole 35.00 No. 7289.00

9 Providing & constructing Rectanguler brick mesonary chamber

for house connection as per type design in brick Masonary in

C.M. 1 : 3 including M-100 in foundation M-150 in Benching

inside plaster in CM 1:3 and outside plastering in CM 1:3 coping

in M-200 and fixing RCC precast frame and cover, but excl.

supply of frame and cover etc. complete excl. excavation.

10 Providing & Constructing machinehole as per the type and

design with necessary excavation P.C.C. 1:4:8, benching in

1:2:4, Flyash lime brick masonary in CM 1:4, 12 mm th. Inside

cement plaster in cement mortar 1:3, 150mm th. RCC slab

1:1½:3, providing and fixing RCC machinehole frame and cover

in cement concete 1:2:4 & 150 mm th. R.C.C. slab in 1:1.5:3

including Prov. fixing polypropeline steps etc. comp.

"A" TYPE machinehole

Sewer size :up to 600 mm dia

Chamber size : 1200 mm X 1000 mm

Shallow machinehole depth up to 2.5 m.

Rate for 2.50 m depth

(Add or deduct Rs. 653.00 per 0.10 mt. depth increase or

decrease ) 25.00 No. 23690.00

"B1" TYPE machinehole

Sewer size :up to 1000 mm dia

Chamber size : 1500 mm X 1000 mm

Shallow machinehole depth up to 2.5 m.

Rate for 2.50 m depth

(Add or deduct Rs. 1115.00 per 0.10 mt. depth increase or

decrease ) 5.00 No. 35974.00

"B2" TYPE machinehole

Sewer size :up to 1000 mm dia

Chamber size : 1500 mm X 1000 mm

Deep machinehole with access shaft depth 2.5 m to 4.0 m.

Access shaft size: 850 mm x 850 mm

Rate for 4.00 m depth

(Add or deduct Rs. 644.00 per 0.10 mt. depth increase or

"B3" TYPE machinehole

Sewer size :up to 1000 mm dia

Chamber size : 1500 mm X 1000 mm

Deep machinehole with access shaft depth 4.0 m to 6.0 m.

Access shaft size: 850 mm x 850 mm

Rate for 6.00 m depth

(Add or deduct Rs. 964.00 per 0.10 mt. depth increase or

"C1" TYPE machinehole

Sewer size : 1100 mm to 1000 mm dia

Chamber size : 1800 mm X 1000 mm

Shallow machinehole depth up to 2.5 m.

(Add or deduct Rs. 1228.00 per 0.10 mt. depth increase or

"C2" TYPE machinehole

Sewer size : 1100 mm to 1400 mm dia

Chamber size : 2400 mm X 1000 mm

Deep machinehole with access shaft depth 2.5 m to 4.0 m.

Access shaft size: 850 mm x 850 mm

Rate for 4.00 m depth

(Add or deduct Rs. 644.00 per 0.10 mt. depth increase or

"C3" TYPE machinehole

Sewer size : 1100 mm to 1400 mm dia

Chamber size : 2400 mm X 1200 mm

Deep machinehole with access shaft depth 4.0 m to 6.0 m.

Access shaft size: 850 mm x 850 mm

Rate for 6.00 m depth

(Add or deduct Rs. 964.00 per 0.10 mt. depth increase or

"D1" TYPE machinehole

Sewer size : 1600 mm to 1800 mm dia

Chamber size : 2200 mm X 1000 mm

Shallow machinehole depth up to 2.5 m.

Rate for 2.50 m depth

(Add or deduct Rs. 1369.00 per 0.10 mt. depth increase or

decrease ) 0.00 No. 42801.00

"D2" TYPE machinehole

Sewer size : 1600 mm to 1800 mm dia

Chamber size : 2400 mm X 1200 mm

Deep machinehole with access shaft depth 2.5 m to 4.0 m.

Access shaft size: 850 mm x 850 mm

Rate for 4.00 m depth

(Add or deduct Rs. 644.00 per 0.10 mt. depth increase or

"D3" TYPE machinehole

Sewer size : 1600 mm to 1800 mm dia

Chamber size : 2400 mm X 1200 mm

Deep machinehole with access shaft depth 4.0 m to 6.0 m.

Access shaft size: 850 mm x 850 mm

Rate for 6.00 m depth

(Add or deduct Rs. 964.00 per 0.10 mt. depth increase or

"E" TYPE machinehole

Sewer size : 2000 mm to 2200 mm dia

Chamber size : 3000 mm X 1500 mm

Deep machinehole with access shaft depth 4.5 m to 6.0 m.

Access shaft size: 850 mm x 850 mm

Rate for 6.00 m depth

(Add or deduct Rs. 964.00 per 0.10 mt. depth increase or

11 Providing, Constructing flyash lime brick masonary Inlet

chamber of 750 x 600 x 1500 mm internal dimension with

necessary excavation & refilling 350 mm thick flyash building

brick masonary in cement mortar 1:4, 150mm th. PCC and

benching in CC 1:2:4, 12mm thick cement mortar 1:3 (Add or

Deduct Rs. 701 per 0.10 mt. Depth increase or decrease.)

12 Making connection with the machinehole by boring hole on the

masonry of machinehole and jointing pipe with cement mortar in

prop. (1:2) inside as well as out side of existing machinehole,

curing etc. complete as directed by Engineer-in-charge.

Making connection (a) up to 900 mm dia 20.00 No. 1100.00

Making connection (b) 900 mm to 1600 mm dia 1.00 No. 1900.00

Making connection (c) more then 1600 mm dia 1.00 No. 2700.00

13 (a) Repairing of Sewer/Storm drainage machinehole shaft size

850mm x 850mm) on existing Sewer/Storm drainage lines

including excavation up to 0.75 mt. depth, Dismentaling of

damaged machinehole up to required depth(i.e frame cover,

coping, brick masonry etc.) and reconstruction of the same up to

0.75 mt. depth in Brick Masonry 23 cm thick in C:M 1:4, Plaster

15 mm thick C:M 1:3 inside and out side, Coping in C:C 1:2:4

and conveying, carting & fixing of C.I/R.C.C machinehole frame

cover (to be issued from any of the Municipal Store), Refilling

Curing of repaired machinehole work shall be carried up to

days from the repairing an arrangement for to be done by

contractor for protection of repaired work against traffic etc.

(Add / Deduct Rs. 342/- per 0.10mt. Depth Increase or

14 Reparing of only M.H frame cover including fixing M:H in C:C

1:2:4 and curing work upto 10 days and protection of repaired

work against traffic etc. complete. 50.00 No. 823.00

15 (a) Repairing of Sewer/Storm drainage machinehole shaft size

1200mm x 1200mm) on existing Sewer/Storm drainage lines

including excavation up to 0.75 mt. depth, Dismentaling of

damaged machinehole up to required depth(i.e frame

cover,coping,brick masonry etc.)and reconstruction of the same

up to 0.75 mt. depth in Brick Masonry 23 cm thick in C:M

1:4,Plaster 15 mm thick C:M 1:3 inside and out side , Coping in

C:C 1:2:4 and conveying, carting & fixing of C.I/R.C.C

machinehole frame cover( to be issued from any of the

Municipal Store), Refilling , Curing of repaired machinehole

work shall be carried up to 10 days from the repairing an

arrangement for to be done by contractor for protection of

repaired work against traffic etc. complete.

Add / Deduct Rs. 428.80/- per 0.10mt. Depth Increase or

16 Repairing of only Inlet Chamber frame cover including fixing

inlet Chamber in C:C 1:2:4 and curing work up to 10 days and

protection of repaired work against traffic ect. complete.

17 Repairing of strom drainage Inlet chamber size 600mmx750mm)

on existing strom drainage lines including excavation up to

mt. depth,Dismentailing of damaged intel chember up to

required depth (i.e. frame cover, coping, brick masonry ect) and

reconstruction of the same up to 0.75 mt. depth in brick masonry

35 cm thick in C:M: 1:4, Plaster 12mm thick C:M inside, coping

in C:C 1:2:4 and conveying, carting & fixing of C.I/R.C.C.

Precast inlet frame cover (to be issued from any of the

Municipal Store) Refilling, curing of repaired inlet Chamber work

shall be carried up to 10 days from the repairing an arrangement

for to be done by contractor for protection of repaired work

against traffic ect. complete.

(Add / Deduct Rs. 552/- per 0.10mt. Depth Increase or

18 Providing & construction Brick work using Fly Ash bricks having

crushing strength not less than 35 kg./ sq .cm. in foundation &

plinth in C.M. 1:6 ( 1 cement : 6 fine sand ) etc.comp.

19 Providing 15mm thick cement plaster in single coat on brick /

concerete wall for interior plastering up to floor two level finished

even and smooth in (I) cement mortar 1:3 ( 1 cement : 3 sand )

20 Making Existing Drainage Connection Vata including Brick /

Roda Masonary /Plaster with Admixture Chemical work

including before and after works of Photograph etc

completed.item includ all labour plant & tools required for as per

this site. 150.00 No. 250.00

21 Fixing R.C.C. precast machinehole frame with cover

manufacture, in C.C. (1:2:4) including carting etc.complete.

Excluding cost of .C.C. 30.00 No. 225.00

22 Providng and casting in situ C.C. in grade M-15 (1 : 2 : 4) for

fixing R.C.C. Precast machinehole frame cover including

scaffolding, centering, form work etc. complete. 8.00 CM 4732.00

23 Dewatering by pumping set of required capacity including

temporary platform carting pupping at site and fixing the same in

position including all accessories, and fuel and labour etc.

complete. 50.00 Hp/Hr 18.32

24 Providing, maintaining up to the required period safe guarding

lightening the excavated trenches with proper red flag and red

lights along with the barricading, fencing with timber ballies,

bamboos, G.I. Sheetes, provision of the chowkidars as

directed by Engineer-in-charge. 100.00 S.M. 12.05

25 Providing shoring and strutting if required for trenches to the

sides of trenches , including using necessary sheeting , waling

strutting etc. completed as directed. 0.00 S.M 81.65

Providing and constructing brick masonary ACCESS SHAFT of

850 x 850 mm internal dimention with 350 mm thickness B.B.

mesonary in CM 1:4 & i/s & o/s 15 mm thick cement plaster in

CM 1:3 as per drawing & specification. (Add or Deduct Rs.

per 0.10 mt. Depth increase or decrease.)

27 Carting and recarting of excaveted earth from any site to

required place as per requirment and directed by engineer in

(K) Above 5.00 Km and up to 10.00 Km 0.00 CM 110.80

28 Trecing of old machinehole

All type 10.00 No. 1202.00

Temporary diversion of sewage by plugging the machinehole of

the sewer line. The necessary rubber plug and Air Compressor

arraigement Etc. shall be supplied by The contractor at own cost

150mm-400mm sewer line 0.00 No. 20089.29

450mm-600mm sewer line 0.00 No. 20982.14

700mm-1200mm sewer line 0.00 No. 23660.71

Providing and filling Rubble including hand packing and filling

30 interstices with quarry spalls behind abutment and between 0.00 CM 1064.80

returns as directed.

Demolition/Dismentalling RCC work or masonry work or

removing of paver block flooring in any part including stacking of

serviceable/useful material and disposal of unserviceable

material with all lead and lift.

(a) Brick masonry work/Paver block 0.00 CM 550.40

(b) RCC work 0.00 CM 1057.85

(b) RCC work 0.00 CM 609.26

TOTAL AMOUNT : Rs.

TOTAL AMOUNT : Rs.

EXECUTIVE ENGINEER,

SOUTH ZONE-B (KANAKPUR),

SURAT MUNICIPAL CORPORATION,