Utility Identification & Diversion / Shifting of Utilities for 4.4 KM Elevated Viaduct & 03 nos. of Stations from Saroli Metro Station to Surat HSR Metro Station Under Corridor - II in connection with Surat Metro Rail Project Phase – 1 Extension

BILL OF QUANTITIES

1. The Bill of quantities shall be read in conjunction with the Instructions to Bidders, Conditions of

Contract, Scope of Work, and Specifications.

2. The quantities given in the Bill of quantities are estimated quantities. The basis of payment will be

actual quantities of work indented and carried out and valued at the rates and prices tendered in

the priced Bills of quantities, where applicable and otherwise at such rates and prices as the

Engineer may fix within the terms of Contract.

3. The rates and prices tendered in the priced Bill of Quantities shall include all equipment, plant,

tools, spares, labour, supervision, overheads, consumables, materials, erection, maintenance,

testing of input material delivered, profit, taxes and duties together with all general risks, liabilities

and obligations set out and implied in the Contract and other incidentals to comply with the

requirements of technical specifications and scope of work.

4. The rates and prices shall be quoted entirely in Indian Currency.

5. The whole cost of complying with the provisions of the contract shall be included in the items

provided in the priced Bill of Quantities and where no rates are provided the cost shall be deemed

to be distributed among the rates and prices entered for the related items of work.

6. The contractor shall keep the entire carriageway neat and clean throughout the contract period.

The contractor shall maintain guard rails, railings, crash barriers, road furniture etc. in good

condition by cleaning them frequently as advised / required by using suitable detergents/chemicals.

The staff of the contractor shall wear safety jackets, shoes, helmets etc. while on duty and any

violation will attract a fine of Rs. 5,000/‐ for each incident.

Failure to erect safety signage or trying to carry out the works without proper precautions/safety

measures as required will attract a fine of Rs. 5,000/‐ for each incident.

7. The Tendered rate for incident Management shall include all equipment, labour, material,

consumable, tools, spares, and other incidentals to comply with the requirement of the scope of

the work and technical specifications.

8. General directions and descriptions of work and materials are not necessarily repeated or

summarized in the Bill of Quantities. Reference to the relevant sections of the bidding document

shall be made before entering rates or prices against each item in the Bill of Quantities.

9. Procurement of materials belonging to other utility-owning agencies (i.e. BSNL and other utility

owing Agencies) shall be arranged through the respective utility owners. The contractor shall be

responsible only for execution of the utility shifting/diversion works and shall be eligible for

reimbursement/payment towards the shifting cost under relevant BoQ items.

GMRC Financial Package Page 2 of

Tender No: GMRC/UTILITY/SURAT/PH-1 EXT/2026 BOQ

SN Description Total (percent above / below / at par over the basic

In Figure In Words

Section A: General

2 Drainage/Strom water

Section C: Water supply

Section D: BSNL cable

Section E: Provisional

GMRC Financial Package Page 3 of

Tender No: GMRC/UTILITY/SURAT/PH-1 EXT/2026 BOQ

UTILITY IDENTIFICATION & DIVERSION / SHIFTING OF UTILITIES FROM SAROLI METRO STATION

Name of work : TO SURAT HSR METRO STATION UNDER CORRIDOR-II IN CONNECTION WITH SURAT METRO

RAIL PROJECT PHASE – 1 EXTENSION

BILL OF QUANTITIES

S.No Description Unit Total Qty Rate Total Amount

S.No Description Unit Total Qty Rate Total Amount

Section - A General item

Providing Excavation for utility mapping and shifting based on site condition. This

shall include following items

1. Excavation through existing concrete/ water bound macadam road /

bituminous road / concrete road/soil/marram/ hard rock /soft rock/ old structures

below ground as encountered of all thickness including dismantling other

structures, dead utilities, dewatering, pumping and bailing out water, strutting

and shoring, etc. for utility identification shall be done by either manually or with

necessary precautions so that existing utility shall not damage. At each pier

location sizes of excavation pits will be given.

2. Temporary support for utility if required.

3. utility mapping and submission of utility mapping in soft and hard copy with

plan, elevation and cross-sections coordinates in AutoCAD and with

photographs for submission to DDC review.

4. If boring will required, same will be paid in separate item (Ref item no B.2)

5. If utility shifting is required it shall be paid under separate item no .I.A.1

6. Back fill of excavated soil up to natural ground level with sufficient compaction

for required stability of piling rig during piling work.

Boring 100mm dia borehole, 6m deep at pile locations to find out underground

utilities as directed by Engineer in charge.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual

means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm

on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m,

disposed earth to be levelled and neatly dressed.: All kinds of soil

GMRC Financial Package Page 4 of

Tender No: GMRC/UTILITY/SURAT/PH-1 EXT/2026 BOQ

S.No Description Unit Total Qty Rate Total Amount

S.No Description Unit Total Qty Rate Total Amount

Dismantling manually/ by mechanical means including stacking of serviceable

4 material and disposal of unserviceable material within 50 metres lead as per sqm 2000 351.85

direction of Engineer-in-charge : bituminous road

PCC - M10 Levelling - Providing and casting in situ cement concrete in grade M-

5 10 (approx..corresp. to prop. 1:3:6) using granite quartzite trap metal of size 12 cum 160 3848.48

mm to 25 mm incl. consolidation curing etc complete. With Form Work

Brick work with common burnt clay modular bricks of class designation 7.5 in

foundation and plinth in: Cement Mortar 1:4 (1 cement : 4 coarse sand).

Providing Cement Plaster in Coarse sand: 15 mm cement plaster : 1:6 (1

cement: 6 coarse sand)

Providing and fixing at or near ground level precast cement concrete in kerbs,

edgings etc. as per approved pattern and setting in position with cement mortar

8 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, Cum 40 7165.64

shuttering complete.

1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Filling with available fly ash and earth (excluding rock) in trenches or

embankment in layers (each layer should not exceed 15 cm), with intermediate

layer of compacted earth (Soil density of 98%) after every four layers of

9 compacted depth of fly ash, sides & top layer of filling shall be done with earth cum 4000 253.07

having total minimum compacted thickness 30 cm or as decided by Engineer -

in-charge, including compacting each layer by rolling/ ramming and watering, all

complete as per drawing and direction of Engineer-in-charge.

Carriage of Materials by Mechanical Transport including loading ,unloading and

stacking : Earth

GMRC Financial Package Page 5 of

Tender No: GMRC/UTILITY/SURAT/PH-1 EXT/2026 BOQ

S.No Description Unit Total Qty Rate Total Amount

S.No Description Unit Total Qty Rate Total Amount

Providing temporary barricade in good condition (new/refurbished) including

all road safety devices on both sides of viaduct/stations during construction at

site as per technical specifications and GFC drawings. Temporary barricade

shall be of plain MS sheet 16 Gauge fixed with steel frame as per drawing,

painting (including primer of approved quality) with synthetic enamel paint of

approved color, quality and brand, writing lettering and logo of Metro

including maintenance of the same duly cleaning the same on fortnightly

basis and painting if required, arrangement for blinker lights/ rope light on

barricades during night as per requirement and as per the instruction of the

Engineer-in-charge. During the construction, barricading has to be kept

continuously. Nothing extra will be paid for dismantling and re-erecting the

barricades within contract boundary. There should not be any opening at the end

of barricade except at locations approved by Engineer-in-charge.

(Barricading for road widening work shall be measured separately).

Barricading may be required to be shifted laterally number of times

as per site requirements/sequence of works but payment will be made only

on first installation. In case of variation in weight per RM, the prorata rate

adjustment will be made for 70% of cost

Providing, fabricating, and supplying movable Hard Barricades of size 1.20 m

(H) × 2.00 m (L), comprising MS square tube frame of 40 × 40 × 2 mm thickness,

clad with 1.0 mm thick MS sheet, complete with MS base plate, necessary

stiffeners, heavy-duty roller wheels for easy movement, high-intensity reflective

vinyl, and approved branding/signage painting on both sides. The item shall

include cutting, welding, grinding, surface preparation, primer, painting,

transportation, and all accessories required for a complete installation, as

directed by the Engineer-in-Charge.

Section - B Drainage/Storm water pipeline works

Providing and supplying RCC pipes (of sulphate resisting cement) in standard

lengths of following class and diameter suitable for either collar joints or rubber

1 ring joints including all taxes, insurance, transportation, freight charges, octroi,

inspection charges, loading, unloading, conveyance to departmental stores,

stacking etc. complete

1.1 Class NP3 Test pressure 0.7 kg/sqcm : 2000mm dia Rmt 100 13184.8

1.2 Class NP3 Test pressure 0.7 kg/sqcm : 900mm dia Rmt 150 3489.01

1.3 Class NP3 Test pressure 0.7 kg/sqcm : 600mm dia Rmt 150 1885.48

GMRC Financial Package Page 6 of

Tender No: GMRC/UTILITY/SURAT/PH-1 EXT/2026 BOQ

S.No Description Unit Total Qty Rate Total Amount

S.No Description Unit Total Qty Rate Total Amount

1.4 Class NP3 Test pressure 0.7 kg/sqcm : 450mm dia Rmt 250 1318.68

1.5 Class NP3 Test pressure 0.7 kg/sqcm : 400mm dia Rmt 250 1114.24

1.6 Class NP3 Test pressure 0.7 kg/sqcm : 300mm dia Rmt 400 731.52

1.7 Class NP3 Test pressure 0.7 kg/sqcm : 200mm dia Rmt 300 404.04

LL & J of RCC Pipes: Class NP2, NP3, NP4

Lowering, laying and jointing R. C. C. pipes in C. M. 1:1 1/2 of following

diameters in proper position, grade and alignment as directed by Engineer-in-

charge. including conveyance from stores to site of work, Labour, giving

hydraulic testing as per IS code.

(Note: For each 1.5m next lift consider 10% rise in previous lift)

Dismantling steel cylinder R.C. pipes including excavation and refilling trenches

after taking out the pipes, manually/ by mechanical means breaking lead caulked

joints, melting of lead and making into blocks including stacking of pipes & lead

at site within 50 meters lead as per direction of Engineer-in-charge :

3.1 Upto 600 mm diameter Rmt 350 570.87

3.2 above 600 mm diameter Rmt 250 1438.95

Section- C Water Supply Pipeline works

Providing and supplying DI K-9 grade ploes for following nominal bore diameter

with internal cement mortar Ening Including all taxes, Insurance, transportation,

1 freight charges, octroi, Inspection charges, loading, unloading, conveyance to

departmental stores, stacking etc. complete. (IS 8329-2000). For sewerage

project cement mortor lining shall be with sulphate resistance cement.

1.1 DI Pipe K-9 D/F (Double Flanged)

GMRC Financial Package Page 7 of

Tender No: GMRC/UTILITY/SURAT/PH-1 EXT/2026 BOQ

S.No Description Unit Total Qty Rate Total Amount

S.No Description Unit Total Qty Rate Total Amount

a 700 mm dia Rmt 50 24987.94

b 600 mm dia Rmt 50 18556.38

c 450mm dia Rmt 100 11697.53

d 300mm dia Rmt 100 6118.61

e 200mm dia Rmt 400 3643.07

f 150mm dia Rmt 300 2791.41

g 100 mm dia Rmt 200 1981.41

1.2 DI Pipe K-9

a 700 mm dia Rmt 50 12458.12

b 600 mm dia Rmt 50 9635.72

c 450mm dia Rmt 100 6236.81

d 300mm dia Rmt 100 3540.37

e 200mm dia Rmt 400 2092.83

f 150mm dia Rmt 300 1547.34

g 100 mm dia Rmt 200 1053.2

Laying and lowering of DI/CI Pipe (flanged Joint)

Providing and making flanged joints to flanged DI/C.I. pipes of all classes/

specials etc. including cost of all jointing materials rubber packing, nut bolts.

inciduing lowering laying jointing labour hydraulic testing etc. complete.

a 700 mm dia Each 35 3863.98

b 600 mm dia Each 35 3116.96

c 450mm dia Each 70 2064.73

d 300mm dia Each 70 1184.97

e 200mm dia Each 300 810.97

f 150mm dia Each 250 592

g 100 mm dia Each 150 462.17

GMRC Financial Package Page 8 of

Tender No: GMRC/UTILITY/SURAT/PH-1 EXT/2026 BOQ

S.No Description Unit Total Qty Rate Total Amount

S.No Description Unit Total Qty Rate Total Amount

Section- D - BSNL cable works

1 Horizontal Directional Drilling, 165 cm depth, using HDD machine and RMT 800 193.78

pulling/inserting PLB pipe (1 PLB duct)

Horizontal Directional Drilling, 165 cm depth, using HDD machine and

pulling/inserting 2 or 3 PLB ducts.

Digging of pit (1.5 M x 1.5 M x 165 Cms) for jointing chamber, Construction of

brick chamber (internal size of 1 M & 1M x 0.6 M (height) using bricks (double

brick) and mortar as per specification, filling bricks chamber with clean sand,

3 placing of cudappa Slabs on brick chamber and back filling of jointing pit. (All Nos. 30 4360.05

materials required for construction of brick chamber and sand shall be arranged

by the contractor.) Generally the Top level of the chamber may be maintained

0.5 M below the ground level

Digging of pit (1.5 M x 1.5 M x 165 Cms) for jointing chamber, supply and fixing

of pre-cast RCC chamber (ring with 60 cm height, 100 Cm Outer Dia, 5 Cm wall

thinckness with bottom & top cover. Top cover should have 10 Cm thickness and

have steel ring along the edges for extra protection) , filling of RCC chamber with

clean sand, placing of pre-cast RCC Slabs on RCC chamber and back filling of

jointing pit. (All materials required for pre-cast RCC chamber and sand shall be

arranged by the contractor.) Generally the Top level of the chamber may be

maintained 0.5 M beow the ground level

Blowing of 48F in existing/old Duct, including opening on Man

5 Holes/required number of pits, Cleaning of existing/old duct pipes, Blowing of RMT 1000 17.45

Optical fiber Cable, Sealing of PLB by Rubber Bushes in Manholes, providing

HDPE/RCC Split Pipes in manholes/Back filing of Manholes.

Blowing of 96 F in existing/old Duct, including opening on Man Holes/required

number of pits, Cleaning of existing/old duct pipes, Blowing providing

6 HDPE/RCC Split Pipes in manholes/Back filing of Manholes of Optical fiber RMT 1500 19.38

Cable, Sealing of PLB by Rubber Bushes in Manholes, providing HDPE/RCC

Split Pipes in manholes/Back filing of Manholes.

Cable pulling in Civil Duct in Big cities along with cleaning of mud from

7 chamber, dewatering of chamber & cleaning of sub duct with iron brushes RMT 1000 40.7

(BSNL will supply OF Cable, 8mm PP rope, Rubber bush, The Contractor shall

arrange all other material required for work) (24/48 F OFC)

GMRC Financial Package Page 9 of

Tender No: GMRC/UTILITY/SURAT/PH-1 EXT/2026 BOQ

S.No Description Unit Total Qty Rate Total Amount

S.No Description Unit Total Qty Rate Total Amount

Manual pulling of O.F. Cable, inluding opening of manholes/required

8 number of pits, Sealing of PLB by Rubber Bushes in Manholes, providing RMT 1000 15.51

HDPE/RCC Split Pipes in manholes/Back filing of Manholes for 48 F O.F Cable

Manual pulling of O.F. Cable, inluding opening of manholes/required

9 number of pits, Sealing of PLB by Rubber Bushes in Manholes, providing RMT 1000 17.45

HDPE/RCC Split Pipes in manholes/Back filing of Manholes for 96 F O.F Cable

10 Supply of fine sand for joint chamber (max 1 cum) cum 100 1211.13

Splicing/Termination of all the fibres of Optical Fiber cable & fixing jointclosures

at every joint and making termination at the ends. For 24F/48F/96/288 OFC-

Single Fibre. It includes opening of Chamber, removal of filled sand, refilling of

sand and closing of chamber. The splice loss should be within the prescribed

BSNL Standared/AT Standared (The contractor shall arrange splicing machine,

OTDR, Tool kit, Portable Generater, etc. and Joint Clouser / OFTB will be

supplied by BSNL. )

Horizontal Boring by HDD method with bore 150 mm dia. Inserting maximum

12 Horizontal Boring by HDD method with bore 150 mm dia. Inserting maximum

(ii) PLB pipes.

Digging of pit for jointing chamber. Construction of brick chamber or supply and

fixing of pre-cast RCC chamber, filling of bricks/RCC chamber with clean sand,

13 supply and placing of pre-cast RCC Slabs on brick/RCC chamber, and back Nos. 11 3483.2

filling of jointing pit. All materials required for construction of brickchamber and

pre-cast RCC chamber shall be arranged by the contractor.

14 (i) Blowing of 48/96F in existing/old Duct, including opening on Man Holes, RMT 600 16.52

Cleaning of existing/old duct pipes, and Blowing of Optical fiber Cable

14 Blowing of 144/288F in existing/old Duct, including opening on Man Holes, RMT 550 18.66

(ii) Cleaning of existing/old duct pipes, and Blowing of Optical fiber Cable

15 New OFC cable at store (BSNL store/RK/SMC-Ishaan)

GMRC Financial Package Page 10 of

Tender No: GMRC/UTILITY/SURAT/PH-1 EXT/2026 BOQ

S.No Description Unit Total Qty Rate Total Amount

S.No Description Unit Total Qty Rate Total Amount

ii) 96F per KM 1 70037.24

iii) 48F per KM 3 30409.66

16 Provisional sum (Current BSNL SOR 2025-26) Sum

Section- E - Provisional Sum

1 Provisional Sum - R&B SOR 2023-24/DSR 2023/GWSSB 2022-23. LS 9689000

Grand Total (Excluding GST) (A+B+C+D+E)

Grand Total (Excluding GST) (A+B+C+D+E)

1. Tenderer is requested to quote only percentage above or below or at par

2. Evaluation of the tender will be done on amount excluding GST.

3. GST will be reimbursed on submission of proof of payment.

4. If the percentage of GST is changed, it shall be adjusted after notification

5. * 10% of the payment will be released by the Employer only after submission of No Objection Certificates (NOCs) from

various utility-owning agencies and/or local authorities to GMRC, wherever applicable as decided by the Employer/Engineer-

GMRC Financial Package Page 11 of