Dismantling, Providing, Laying, Repairing & Replacing of existing drainage line, Machinehole as per requirement in Pal, Palanpore, Bhatha, Bhatpore, Ichhapore, Asarma and other areas in West zone (Rander).

NAME OF WORK : Dismantling, Providing, Laying, Repairing & Replacing of existing drainage line,

Machinehole as per requirement in Pal, Palanpore, Bhatha, Bhatpore, Ichhapore, Asarma and other areas in

West zone (Rander).

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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 120.00 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 120.00 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 80.00 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. 2000.00 C.M. 102.35

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

beyond 7.5 m depth

5 Refilling of pipeline trenches incl. ramming, watering,

consolidating, desposal of surplus stuff as directed within a

radius of 3.0 Km.. 3000.00 C.M. 25.30

Description Quantity Unit Amount

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) 400.00 Rmt. 638.55

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

(C2) 300 mm dia (NP3 Class) 250.00 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) 200.00 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) 150.00 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

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

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

(K2) 900 mm dia (NP3 Class) 50.00 Rmt. 3992.00

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

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

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

(M2) 1100 mm dia (NP3 Class) 0.00 Rmt. 5533.35

(M3) 1100 mm dia (NP4 Class) 0.00 Rmt. 9141.35

(N2) 1200 mm dia (NP3 Class) 10.00 Rmt. 6405.00

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

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

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

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

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

(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

Description Quantity Unit Amount

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.

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.

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 15.00 Rmt. 72.65

(B) 25 mm dia 15.00 Rmt. 91.84

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 25.00 Nos. 22500.00

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

Description Quantity Unit Amount

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

type Machinehole 0 Rmt 6628.00

(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

Depth 1.50 m. depth 25.00 No. 21116.00

2. Extra depth beyond 1.5 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

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

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

"C" Machinehole above

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

diameter of mimimum 1500 mm and for depth beyond

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

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

"D1" Machinehole above

(E) Machinehole Type "D2" circular type having inside

diameter of mimimum 1500 mm and for depth beyond

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

(F) Machinehole Type "D3" circular type having inside

diameter of mimimum 1900 mm and for depth beyond

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

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 1200 mm dia sewer pipe and for depth 2.5 m to

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

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

"S1" scraper Machinehole above

Description Quantity Unit Amount

(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.

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

"S2" scraper Machinehole above

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 1.00 No. 7289.00

For Circular Machinehole of ISI marks (Heavy duty)

For House connection chamber 30.00 No. 1733.00

13 Providing & constructing Rectanguler bick 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 15.00 No. 7922.00

CM 1:3 coping in M-200 and fixing RCC precast frame and

cover, but excl. supply of frame and cover etc. complete excl.

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

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

Sewer size :up to 1000 mm dia

Chamber size : 1500 mm X 1000 mm

Shallow Machinehole depth up to 2.5 m. 10.00 No. 35974.00

Rate for 2.50 m depth

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

"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

Description Quantity Unit Amount

"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 0.00 No. 63202.00

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 0.00 No. 42801.00

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

"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 3.00 No. 61679.00

Rate for 4.00 m depth

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

Description Quantity Unit Amount

"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 0.00 No. 97505.00

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 0.00 No. 141200.00

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

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

Fixing precast RCC Frame & Cover of M-30 Grade as per 50.00 No. 13548.00

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 100.00 No. 1100.00

Making connection (b) 900 mm to 1600 mm dia 10.00 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

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

foundation & plinth in C.M. 1:6 ( 1 cement : 6 fine sand ) 0.00 CM 4237.00

18 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 0.00 SM 237.51

19 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 5000.00 Hp/Hr 18.32

Description Quantity Unit Amount

20 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 500.00 S.M. 12.05

chowkidars as directed by Engineer-in-charge.

21 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. Depth up to

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

22 Providing cutting of existing bituminous surface upto suitable

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, 500.00 Rmt 51.00

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

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

24 Trecing of old Machinehole

25 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

26 Providing & laying Granular sub base (GSB)confirming to

Grading-V of Table 400.0 of compacted thick of 150mm with

specified graded stone metal and sand mixed in place

and laid with mechanical means spreading with motor grader

and compacting with vibratory roller having minimum 80-100

KN static weight to acheve desired density of 98% of MDD 70.00 CM 1418.04

including all material, labour, machinery with all leads and

lift etc.complete.

Description Quantity Unit Amount

27 Providing and Fixing Hollow steel Sections Framed Work

including Cutting, Hoisting,Welding & Fixing in position

Purlin, Main Chord etc. as per Engineer- in-charge.TATA /

JINDAL / ASIAN Make 1300.00 Kg 126.00

28 Providing and installing barricades including supplying,

paiting with flourscent paint/white paint and fixing CGI sheet

24 SWG of required height as per site condition and M.S.

angle of required size to restain at 2.5 mt. c/c and 300.00 S.M. 124.72

dismantalling the same after completion of work and allowing

for movement of traffic as per drawing and as per instruction

from engineer in charge

Signature of Contractor Executive Engineer

West Zone (Rander)

Surat Municipal Corporation