Maintenance and Repairing Work of Existing Drainage & Storm Drainage Network as per Requirement and Laying of New Pipe Line on Different Road as per Requirement in T.P.S. No. 07 (Anjana),T.P.S. No. 08 (Umarwada),T.P.S. No. 33(Dumbhal),T.P.S. No. 34 (Magob-Dumbhal) Of South East Zone (Limbayat).

Name of Work : Maintenance and Repairing Work of Existing Drainage & Storm Drainage Network as per

Requirement and Laying of New Pipe Line on Different Road as per Requirement in T.P.S. No.

(Anjana),T.P.S. No. 08 (Umarwada),T.P.S. No. 33(Dumbhal),T.P.S. No. 34 (Magob-Dumbhal) Of South East

Zone (Limbayat).

Item Description Quantity Unit Rate 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 150.00 C.M. 155.25

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 300.00 C.M. 288.65

3 Removing of concrete road surface up to base coarse

including stacking of material up to lead of 50 mt.

(1) Unreinforced cement concrete 5.00 C.M. 451.95

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. 1552.00 C.M. 102.35

F) for every extra additional depth of 1.5 m or part there of 0.00 C.M. 32.20

beyond 7.5 m depth

5 Refilling of pipeline trenches incl. ramming, watering, 700.00 C.M. 25.30

consolidating, desposal of surplus stuff as directed within a

radius of 3.0 Km..

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.

(B2) 250 mm dia (NP3 Class) 15.00 Rmt. 638.55

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

(C2) 300 mm dia (NP3 Class) 260.00 Rmt. 891.85

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

(D2) 350 mm dia (NP3 Class) 0.00 Rmt. 1031.95

(D3) 350 mm dia (NP4 Class) 0.00 Rmt. 1531.95

(E2) 400 mm dia (NP3 Class) 0.00 Rmt. 1324.80

(E3) 400 mm dia (NP4 Class) 0.00 Rmt. 2047.80

(F2) 450 mm dia (NP3 Class) 150.00 Rmt. 1557.65

(F3) 450 mm dia (NP4 Class) 0.00 Rmt. 2375.65

(G2) 500 mm dia (NP3 Class) 0.00 Rmt. 1702.35

(G3) 500 mm dia (NP4 Class) 0.00 Rmt. 2554.35

(H2) 600 mm dia (NP3 Class) 700.00 Rmt. 2208.20

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

(I2) 700 mm dia (NP3 Class) 0.00 Rmt. 3205.20

(I3) 700 mm dia (NP4 Class) 0.00 Rmt. 4208.20

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

13592 (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.

(A) 75 mm dia 5.00 Rmt. 412.00

8 Providing and laying in trenches galvanised mild steel tubes

(medium-grade) TATA , ZENITH , ASIAN ZINDAL make

of the following nominal bore & tube fitting etc.comp.

(A) 25 mm dia 5.00 Rmt. 282.18

(B) 40 mm dia 5.00 Rmt. 425.33

(C) 65 mm dia 5.00 Rmt. 723.83

9 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 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 etc. complete.

(A) 15 mm dia 5.00 Rmt. 72.65

(B) 25 mm dia 5.00 Rmt. 91.84

(C) 40 mm dia 5.00 Rmt. 148.12

(D) 50 mm dia 5.00 Rmt. 195.67

10 Temporary diversion of sewage by plugging the manhole of

the sewer line. The necessary rubber plug and Air

Compressor arraigement Etc. shall be supplied by The

contractor at own cost for the work.

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

11 Providing and constructing sewer Machineholes, scraper

Machineholes and unit house connection Chamber as per the

type design in brick masonary in C.M. 1 : 5 and inside and

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

mm coping with reinforcement in R.C.C. M-200, fixing C.I.

steps and fixing Machinehole frame and covers (but

excluding supply of Machinehole frame and covers) over

Machineholes and house connection chambers and fixing

Machinehole covers (but excluding supplying of

Machinehole 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 dia sewer)

1 Machinehole Type "A" as above for 1.00 m. depth 10 No. 12179.00

2. Extra depth beyond 1.00 m but upto 1.50 m depth for "A" 0 Rmt 6628.00

type Machinehole

(B) Machinehole Type "B" circular type having inside

diameter of minimum1500 mm and for depth from 1.5 m

(For 150 mm to 600 mm dia sewers)

1. Machinehole Type "B" as above 2.00 No. 21116.00

Depth 1.50 m. depth

2. Extra depth beyond 1.5 m but up to 4.0 m depth for type 0.00 Rmt 12313.00

"B" Machinehole

12 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.

For Scraper Machinehole 0.00 No. 7289.00

For Circular Machinehole of ISI marks (Heavy duty) 560 32.00 No. 2294.00

For House connection chamber 3.00 No. 1733.00

13 Providing & constructing Rectanguler bick mesonary 3.00 No. 7922.00

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.

14 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.

"A" TYPE Machinehole 13.00 No. 23690.00

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

"B1" TYPE Machinehole 7.00 No. 35974.00

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

"B2" TYPE Machinehole 0.00 No. 45914.00

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

15 Providing, Constructing flyash lime brick masonary Inlet 49.00 No. 13548.00

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 for Inside & Cement pointing in C.M. 1:3 o/s, Prov. &

Fixing precast RCC Frame & Cover of M-30 Grade as per

Drawing & Specification

Rate for 1.50 mt. Depth

(Add or Deduct Rs. 701 per 0.10 mt. Depth increase or

16 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-

Making connection (a) up to 900 mm dia 5.00 No. 1100.00

Making connection (b) 900 mm to 1600 mm dia 0.00 No. 1900.00

Making connection (c) more then 1600 mm dia 0.00 No. 2700.00

17 Providing & construction Brick work using Fly Ash bricks 0.00 CM 4237.00

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

foundation & plinth in C.M. 1:6 ( 1 cement : 6 fine sand )

18 Providing 15mm thick cement plaster in single coat on brick / 5.00 SM 237.51

concerete wall for interior plastering up to floor two level

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

19 Dewatering by pumping set of required capacity including 50.00 Hp/Hr 18.32

temporary platform carting pupping at site and fixing the

same in position including all accessories, and fuel and

labour etc. complete.

20 Providing, maintaining up to the required period safe 1000.00 S.M. 12.05

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.

21 Providing and constructing brick masonary ACCESS SHAFT 0.00 No. 16286.00

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. Depth up

(Add or Deduct Rs. 843 per 0.10 mt. Depth increase or

22 Providing cutting of existing bituminous surface upto suitable 300.00 Rmt 51.00

depth in line and alignment using Mechanically operator

cutter machine before excavating existing surface for utility

laying including cost of all type of machinery,fuel, labour,

etc. and as per direction of engineer incharge.

23 Carting and recarting of excaveted earth from any site to

required place as per requirment and directed by engineer in

24 Trecing of old Machinehole 0.00 No. 1057.63

Total Amount in Rs. :

Total Amount in Rs. :

Executive Engineer

South East (Limbayat) Zone

Surat Municipal Corporation