PROVIDING AND LAYING/SHIFTING 1400 MM DIA R.C.C NP-3 CLASS PIPE LINE PASSING FROM PRIVATE F.P. NO 01 TO EXISTING 60.00 M. WIDE T.P ROAD BESIDE OF F.P. NO 01 AND 9.00 M T.P. ROAD PASSING BETWEEN F.P. NO 01 AND 03 IN T.P. SCHEME NO 22 (BHESTAN), OF SUB ZONE-03 IN SOUTH ZONE-A (UDHNA), SURAT

PROVIDING AND LAYING/SHIFTING 1400 MM DIA R.C.C NP-3 CLASS PIPE LINE PASSING FROM

PRIVATE F.P. NO 01 TO EXISTING 60.00 M. WIDE T.P ROAD BESIDE OF F.P. NO 01 AND 9.00 M T.P.

ROAD PASSING BETWEEN F.P. NO 01 AND 03 IN T.P. SCHEME NO 22 (BHESTAN), OF SUB ZONE 03 IN

SOUTH ZONE-A (UDHNA), SURAT.

SR. ITEMS QTTY. RATE PER AMOUNT

Excavation for pipeline trenches for water supply,

sewage line Machinehole etc. all with shoring and

stuting if required as per required gradient and line

including safety provision using site rails and stacking

excavated stuff up to a lead of 90 mts. cleaning the

site etc. complete for lifts and strata as specified.

(A) In hard murrum, boulders & macadam road 210.00 155.25 CM

Section 1 & 2 B, Item No.1, Page No. 33, GWSSB SOR

Excavation in bituminous road as per required

gradient and line including safety provision using site

rails and stacking excavated stuff including up to all

required lead cleaning the site etc, complete for all

lift as specified.

(B) Excavation in Bituminous road 80.00 288.65 CM

Section 1 & 2 B, Item No.2, Page No. 33, GWSSB SOR

Excavation for pipe line trenches for water supply

sewerage line machinehole etc. all with shoring and

struting if required as per required gradient and line

includign safety provisions 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 C.C. Road 0.00 427.80 CM

Item No.1.A.1 (D), Page No. 32, GWSSB SOR 2022-

Excavation for pipe line trenches for water supply,

sewerage line, Machinehole etc. all with shoring and

strutling if required as per required gradient and line

including safety provisions 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.

(A) in all sorts of soil and soft murrum

(A) Upto 1.5 Mt. dpt.from G.L. 730.00 102.35 CM

(B) 1.5 Mt. TO 3.00 Mt. Depth 440.00 112.70 CM

(C) 3.0 Mt TO 4.50 Mt depth 10.00 118.45 CM

(D) 4.5 Mt. TO 6.00 Mt. Depth 0.00 125.35 CM

(E) 6.0 Mt TO 7.50 Mt depth 0.00 129.95 CM

(F) 7.5 Mt. TO 9.00 Mt. Depth 0.00 162.15 CM

Section 1 & 2 B, Item No.1.A.1 to 6 (a), Page No.

GWSSB SOR 2022-23

Providing cutting of existing bituminous surface up

to suitable depth in line and alignment using

Mechnically operated 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.

Market rate 670.00 51.00 Rmt

Providing and laying compacted granular bedding as

per drawing attached. 77.575 329.00 CM

Section 1 & 2 B, Item No.3 (3), Page No.

GWSSB SOR 2022-23

Providing, maintaining upto the required period safe

guarding lightening the excavated trenches with

proper barricading, fencing with timber ballies,

bamboos, G.I.Sheetes, red flag and red lights along

with the provision of the chowkidarsas directed by

Engineer-in-charge. 804.00 12.05 SM

Providing & Installation of barricades incl. supplying,

painting, with flurescent paint and fixing, CGI sheets

24 SWG of 1.80 m height & M.S. posts angle 40 x

x 5 mm at 2.0 m c/c and dismantling the same after

complition of work as directed by Engineer - in -

Market rate 0.00 196.43 SM

Providing and supplying ISI Standard R.C.C. pipes in

standard lengths of following class and diameter

suitable for rubber ring joints including all taxes,

insurance, transportation, freight charges, octroi,

inspection charges, loading, unloading, conveyance

to departmental stores, stacking etc. complete (IS

Note: One rubber ring should be supplied with each

full length socketed pipe, cost included in rates

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.

(A1) 250 mm dia (NP3 Class) 0.00 638.55 Rmt

(A3) 250 mm dia (NP4 Class) 0.00 868.55 Rmt

(A1) 300 mm dia (NP3 Class) 30.00 891.85 Rmt

(A3) 300 mm dia (NP4 Class) 0.00 1,223.85 Rmt

(A2) 450 mm dia (NP3 Class) 45.00 1,557.65 Rmt

(A3) 450 mm dia (NP4 Class) 0.00 2,375.65 Rmt

(B1) 500 mm dia (NP2 Class) 0.00 1,232.35 Rmt

(B2) 500 mm dia (NP3 Class) 0.00 1,702.35 Rmt

(B3) 500 mm dia (NP4 Class) 0.00 2,554.35 Rmt

(C1) 600 mm dia (NP2 Class) 0.00 1,593.20 Rmt

(C2) 600 mm dia (NP3 Class) 0.00 2,208.20 Rmt

(C3) 600 mm dia (NP4 Class) 0.00 3,256.20 Rmt

(D1) 700 mm dia (NP2 Class) 0.00 2,262.20 Rmt

(D2) 700 mm dia (NP3 Class) 0.00 3,205.20 Rmt

(D3) 700 mm dia (NP4 Class) 0.00 4,208.20 Rmt

(E1) 800 mm dia (NP2Class) 0.00 2,448.30 Rmt

(E2) 800 mm dia (NP3 Class) 0.00 3,522.30 Rmt

(E3) 800 mm dia (NP4 Class) 0.00 5,922.30 Rmt

(F1) 900 mm dia (NP2 Class) 0.00 2,867.00 Rmt

(F2) 900 mm dia (NP3 Class) 0.00 3,992.00 Rmt

(F3) 900 mm dia (NP4 Class) 0.00 7,029.00 Rmt

(G1) 1000 mm dia (NP2 Class) 0.00 3,864.25 Rmt

(G2) 1000 mm dia (NP3 Class) 0.00 5,252.25 Rmt

(G3) 1000 mm dia (NP4 Class) 0.00 8,713.25 Rmt

(H1) 1100 mm dia (NP2 Class) 0.00 3,866.35 Rmt

(H2) 1100 mm dia (NP3 Class) 0.00 5,533.35 Rmt

(H3) 1100 mm dia (NP4 Class) 0.00 9,141.35 Rmt

(I1) 1200 mm dia (NP2 Class) 0.00 4,627.00 Rmt

(I2) 1200 mm dia (NP3 Class) 0.00 6,405.00 Rmt

(I3) 1200 mm dia (NP4 Class) 0.00 10,210.00 Rmt

(J1) 1400 mm dia (NP2 Class) 0.00 5,994.10 Rmt

(J2) 1400 mm dia (NP3 Class) 260.00 8,178.10 Rmt

(J3) 1400 mm dia (NP4 Class) 0.00 14,801.10 Rmt

(K1) 1600 mm dia (NP2Class) 0.00 8,873.55 Rmt

(K2) 1600 mm dia (NP3 Class) 0.00 11,830.55 Rmt

(K3) 1600 mm dia (NP4 Class) 0.00 18,365.55 Rmt

(L1) 1800 mm dia (NP2 Class) 0.00 10,635.50 Rmt

(L2) 1800 mm dia (NP3 Class) 0.00 14,355.50 Rmt

(L3) 1800 mm dia (NP4 Class) 0.00 20,002.50 Rmt

(M2) 2000 mm dia (NP3 Class) 0.00 16,880.45 Rmt

(M3) 2000 mm dia (NP4 Class) 0.00 21,718.45 Rmt

(N2) 2200 mm dia (NP3 Class) 0.00 19,405.40 Rmt

(N3) 2200 mm dia (NP4 Class) 0.00 23,434.40 Rmt

Section 1 & 2 A, Item No.10.1.D&E, Page No.

Section 1 & 2 B, Item No.11.b, Page No.

GWSSB SOR 2022-23

Providing & Constructing Machinehole as per type &

design with necessary excavation, PCC in 1:4:8,

benching in 1:2:4, brick masonary in C.M. 1:4, 12 mm

inside plaster in C.M. 1:3, Prov. & fixing RCC MH

frame & cover in c.c. 1:2:4, & 150 mm th. R.C.C. slab

in 1:1:5:3 including prov. fixing polypropelene steps

TYPE-A Upto 600 mm DIA (1200 mm x 1000 mm)

(Add or Deduct Rs.653.00 per 0.10 Mt.Depthincrease

TYPE- B1 Upto 1000 mm DIA (1500 mm x 1000 mm)

(Add or Deduct Rs.1115.00 per

Mt.Depthincrease or decrease.)

TYPE- B2 Upto 1000 mm DIA (1500 mm x 1000 mm)

(Add or Deduct Rs.644.00 per 0.10 Mt.Depthincrease

TYPE- B3 Upto 1000 mm DIA (1500 mm x 1000 mm)

(Add or Deduct Rs.964.00 per 0.10 Mt.Depthincrease

TYPE- C1 Upto 1400 mm DIA (1800 mm x 1000 mm)

(Add or Deduct Rs.1228.00 per

Mt.Depthincrease or decrease.)

TYPE- C2 Upto 1400 mm DIA (2400 mm x 1200 mm)

(Add or Deduct Rs.644.00 per 0.10 Mt.Depthincrease

TYPE- C3 Upto 1400 mm DIA (2400 mm x 1200 mm)

(Add or Deduct Rs.964.00 per 0.10 Mt.Depthincrease

TYPE- D1 Upto 1800 mm DIA (2200 mm x 1000 mm)

(Add or Deduct Rs.1369.00 per

Mt.Depthincrease or decrease.)

TYPE- D2 Upto 1800 mm DIA (2400 mm x 1200 mm)

(Add or Deduct Rs.644.00 per 0.10 Mt.Depthincrease

TYPE- D3 Upto 1800 mm DIA (2400 mm x 1200 mm)

(Add or Deduct Rs.964.00 per 0.10 Mt.Depthincrease

TYPE- E Upto 2000-2200 mm DIA (3000 mm x

(Add or Deduct Rs.964.00 per 0.10 Mt.Depthincrease

Section 2 D, Item No. 2, Page No. 101 &

GWSSB SOR 2022-23

Providing constructing brick masonary INLET

CHAMBER OF 750*600*1500 mm internal dimension

with necessary excavation refilling 350 mm th Br.

masonary in C.M 1:4,150 mm th. p.c.c. & benching in

c.c. 1:2:4,12mm th. plaster in C.M. 1:3 for inside &

cement poining in C.M. 1:3 for o/s prov. & fixing

precast RCC frame & cover of M30 grade as per

drawing & specification. rate for 1.5 mt depth

Add. or ded. Rs. 701 per every 10 cm increase or

decrease in depth

SMC STORM DRAINAGE SOR 2022-23

Providing and cast in situ. C.C. in grade M-25

proportions of ingredlents as per mix design by

weigh batching using granite. quartzite trap metal of

size 12 mm to 20 mm and or 6 mm to 12 mm

including scaffolding centering formwork, needle

vibrated consolidation, curing and hydraulic testing

etc. complete (Excluding cost of reinforcement) up

to 6 meter height / depth Av. G.I. for all water

retaining structures. with PCC (M-15) and

reinforcement with TMT Fe -

(b) RCC - for base slab 0.00 6,705.00 C.M.

(c) RCC - for top slab 0.00 8,077.00 C.M.

(d) RCC - for wall (Above 25cm) 0.00 7,936.00 C.M.

(e) TMT Fe-500 Reinforcement 0.00 73,208.00 M.T.

Section C, Item No. 03,06,09, Page No.

GWSSB SOR 2022-23

Providing & constructing brick masonary ACCESS

SHAFT of 850 * 850 * 1000 mm internal dimention

with 350 mm th. B.B. masonary in CM 1:4 & i/s & o/s

15 mm th. cement plaster in CM 1:3 as per drawing

& specification. (Depth up to 2.05 m)

Add. or ded. Rs. 843 per every 10 cm increase or

decrease in depth

SMC STORM DRAINAGE SOR 2022-23

Making connection with the Machinehole by boring

hole on the masonary of Machinehole and jointing

pipe with cement mortar in prop. (1:2) inside as well

as outside of existing Machinehole, curing etc.

complete as directed by Engineer-in-charge.

(3) more than 1600 mm 0.00 2,700.00 NO.

Dewatering by pumping set of required capacity

including temporaty platform carting pumping at site

and fixing the same in position including all

accessories, and fuel and labour etc. complete.pump

set of capacity.

(Note :- This item shall only be executed when

bailing out of drainage/subsoilwater is more than

Section 2 E, Item No. 01, Page No. 104 GWSSB

Providing and filling rubbles including hand packing

and filling interstices with quarry spalls behind

abutments and between returns as directed.

Item No. 22, Page No. 03 GWSSB SOR 2022-23

Providing Rubble Pitching with hard stone of

approved quality in cement mortar 1:6 (1 Cement :

Coarse sand) including leveling up ,Curing etc.

complete excluding pointing 0.00 2,550.00 C.M.

Refilling the pipeline trenches incl. ramming,

watering consolidating desposal of surplus stuff as

directed within a radius of 3 K.M. 310.00 25.30 C.M.

Section 1&2, Item No. 14, Page No. 40 GWSSB

Supplying and laying flexible gabions of size

1mx1mx1m(mesh size 100mmx100mm) of rope

9mm dia P.P.materials filled with 10 to 40 kg trap

rubble stone (approximate weight 1.5 tonne)as per

drawing including packing, inter locking of stones

and stiching, fusing top of gabione and tying to each

other and laying to the required line, level, slope

with all leads and lifts as directed etc. complete.

Item No. 06, CH ; 06 Irrigation SOR 2023-24

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

(a) Brick masonry work/Paver block 0.00 550.40 C.M.

(b) RCC work 0.00 1,057.47 C.M.

(c) Unreinforced c.c. 0.00 609.26 C.M.

Item Code: 20003B, 20002 & 20001B, R&B surat

Providing & laying in trenches galvanised mild steel

tubes(medium grade) TATA / ZENITH / ASIAN /

JINDAL MAKE of the following nominal bore & tube

fittings etc. comp.

Item no. 78, SMC SOR 2023-24

Removing of existing pipeline incl. removal of

specials, valves jointing material including carting

and stacking of removed material from site of work

to the department store as directed excl. excavation

and refilling. RCC Pipes

Item no. 15.a, Page no. 81 78, GWSSB SOR 2023-

Providing, Laying and jointing on true line and level

UPVC pipe (SCH-40) line of

Prince/Supreme/Jain/Astral/ Tulsi/Finolex make

including fittings make or equivalent as approved by

engineer-in-charge. Pipe shall be fixed on the wall

the help of clamp at every two meter C/C or shall be

concealed as directed including necessary fittings

etc. including testing of pipe and joints and fixing the

same with adhesive solvent, including cost of all

15 mm Dia 20.00 72.65 Rmt.

25 mm Dia 20.00 91.84 Rmt.

Item no 86, SMC Housing SOR 2023-24

Preparation of as built drawing of pipeline and

different valves laid under this work by showing

location of each and every pipe in two dimension

horizontal and vertical with respect GIS systemalong

with invert levels of the pipeline and different valves.

The contractor shall submit two sets of as built

drawings periodically, without which the subsequent

R.A. Bill of the work will not be processed payment

purpose. On completion of the entire work the

contractor shall submit as built drawings for the

whole work in six (6) sets along with two (2) soft

copies as directed by Engineer-in Charge. The item

includes all required equipments, materials, man

power for execution.

Providing Temporary khadi diversion for facilating

construction of khadi including all kind of tools,

tackles, machineries, labours, equipments, etc. to

handle flow in the Khadi for both side.

0.00 44,642.86 Lumpsum

TOTAL AMOUNT : Rs.

TOTAL AMOUNT : Rs.

Executive Engineer

South Zone-A (Udhna)

Surat Municipal Corporation