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Tender Value
₹27.8 L
EMD Value
₹27,900
Closing Date
29 Sept 2026, 6:00 pm2d left
Dy. Municipal Commissioner
MAINTENANCE AND REPAIRING WORK OF EXISTING DRAINAGE and STORM DRAINAGE NETWORK AS PER REQUIREMENT AND LAYING OF NEW PIPE LINE ON DIFFERENT ROAD AS PER REQUIREMENT IN D.T.P.S. NO. 69 (GODADRA-DINDOLI) OF SOUTH EAST ZONE (LIMBAYAT)
345932
Dy.Commissioner/SEZ/04/2026-27,Work No.08
Open
Repair and Maintenance
Works
Surat
3 documents required · 3 mandatory
₹1,770
Commissioner, Surat Municipal Corporation
₹27,900
17 Sept 2026
17 Sept 2026
17 Sept 2026
29 Sept 2026
17 Sept 2026
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 D.T.P.S. No. 69 (Godadra-
Dindoli) 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 75.00 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 75.00 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 10.00 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. 850.00 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, 800.00 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) 100.00 Rmt. 638.55
(B3) 250 mm dia (NP4 Class) 0.00 Rmt. 868.55
(C2) 300 mm dia (NP3 Class) 100.00 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) 50.00 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) 20.00 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) 0.00 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) 0.00 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
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 10.00 Rmt. 72.65
(B) 25 mm dia 10.00 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 the work.
150mm - 400mm sewer line 2.00 No. 20089.29
450mm - 600mm sewer line 1.00 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 20 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 10.00 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
(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 0.00 Rmt 18786.00
"C" Machinehole above
(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 0.00 Rmt 22110.00
"D1" Machinehole above
(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 0.00 Rmt 22121.00
"D2" Machinehole above
(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
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 0.00 Rmt 26015.00
"D3" Machinehole above
(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. 1.00 No. 52319.00
2. Extra depth beyond 2.5 m and up to 9.0 m depth for type 0.00 Rmt 31907.00
"S1" scraper Machinehole above
(H) Scraper Machinehole Type "S2" rectangular type
having inside dimention 1900 mm x 1900 mm for
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. 0.00 No. 48103.00
2. Extra depth beyond 2.5 m and up to 9.0 m depth for type 0.00 Rmt 20370.00
"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) 560 50.00 No. 2294.00
For House connection chamber 5.00 No. 1733.00
13 Providing & constructing Rectanguler bick mesonary 5.00 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 10.00 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 5.00 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 5.00 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
"B3" TYPE Machinehole 0.00 No. 77690.00
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 0.00 No. 40173.00
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 0.00 No. 63202.00
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 0.00 No. 97792.00
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 0.00 No. 42801.00
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
"D2" TYPE Machinehole 0.00 No. 61679.00
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 0.00 No. 97505.00
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 0.00 No. 141200.00
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
15 Providing, Constructing flyash lime brick masonary Inlet 50.00 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 15.00 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 5.00 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 50.00 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 100.00 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 500.00 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 10.00 No. 16286.00
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 2.05 mt.
(Add or Deduct Rs. 843 per 0.10 mt. Depth increase or
22 Providing cutting of existing bituminous surface upto 200.00 Rmt 51.00
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, 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 20.00 No. 1057.63
Total Amount in Rs. :
Total Amount in Rs. :
Executive Engineer
South East (Limbayat) Zone
Surat Municipal Corporation
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