WORK OF DEVELOPMENT OF GARDEN NEAR SHANKAR BHUVAN ON EAST BANK, INCLUDING CIVIL, PLUMBING, ELECTRICAL & ELV WORKS, DEVELOPMENT OF RESIDUAL SPACE ELEMENTS ON BOTH EAST AND WEST BANK AND CONSTRUCTION OF WALL CLIMBING FACILITY NEAR SARDAR BRIDGE ON WEST BANK FOR SABARMATI RIVERFRONT DEVELOPMENT CORPORATION LIMITED

To : The Chairman,

Sabarmati River Front Development Corporation Limited

Address : 1st Floor, Dr. Ramanbhai Patel House, West Zone Office, Ahmedabad

Municipal Corporation, Usmanpura, Ahmedabad

Gentlemen,

Having examined the bidding documents including addendum, visited the site of works, we offer to execute

the Works described above in accordance with the Conditions of Contract, Specifications, Drawings and Bill

of Quantities accompanying this Bid at the quoted percentage above/below* the contract price mention in

Bid BOQ at arrived contract Price of ________________________________ [in figures]

letters]1.

The advance Payment required is: Rupees _____________________.

This Bid and your written acceptance of it shall constitute a binding contract between us. We understand

that you are not bound to accept the lowest or any Bid you receive.

We undertake that, in competing for (and, if the award is made to us, in executing) the above contract, we

will strictly observe the laws against fraud and corruption in force in India namely “Prevention of Corruption

Commissions or gratuities, if any, paid or to be paid by us to agents relating to this Bid, and to contract

execution if we are awarded the contract, are listed below:

Name and address of agent Amount Purpose of Commission or gratuity

(if none, state “none”)

We hereby confirm that this Bid complies with the Bid Validity and Bid Security required by the Bidding

documents.

*: Strike out which is not applicable.

We attached herewith proof of submission of income tax returns along with profit & loss statement attached

with tax returns.

Yours faithfully,

Authorised Signature :

Name & Title of Signatory : ________________________________________________

Name of Bidder : ________________________________________________

Address : _________________________________________________

To be filled in by the Bidder, together with his particulars and date of submission at the bottom of the Form of Bid.

Signature of Bidder Page

Sabarmati River Front Development Corporation Limited

SECTION VI

BILL OF QUANTITIES

Signature of Bidder Page

Sabarmati River Front Development Corporation Limited

MEASUREMENT PREAMBLE

1. All quantities in the Bill of Quantities are estimated quantities. For all payment purposes measurements,

as prescribed in the contract document shall be taken and quantities shall be computed from such

measurements.

specifications and the Bill of Quantities. In case there is no specific mention of a particular detail, the

mode of measurements as prescribed in MORTH specifications or other standard specification for such

an item shall be followed.

3. In the event of contradiction between the MORTH specifications or other standard specification referred

to above and this Contract document, the provisions of this Contract document shall prevail.

Signature of Bidder Page

SECTION VI

BILL OF QUANTITIES

WORK OF DEVELOPMENT OF GARDEN NEAR SHANKAR BHUVAN ON EAST BANK, INCLUDING CIVIL,

PLUMBING, ELECTRICAL & ELV WORKS, DEVELOPMENT OF RESIDUAL SPACE ELEMENTS ON BOTH

EAST AND WEST BANK AND CONSTRUCTION OF WALL CLIMBING FACILITY NEAR SARDAR BRIDGE

ON WEST BANK FOR SABARMATI RIVERFRONT DEVELOPMENT CORPORATION LIMITED

SUMMARY SHEET

Amount (Rs.)

As per SOR

Sub Section : 6.1 Shankarbhuvan Garden

Sub Section : 6.1 a Civil Works

Sub Section : 6.1 b Electrical Works

Sub Section : 6.1 c Irrigation and Horticulture Works

Sub Section : 6.1 d Plumbing Works

Sub Section : 6.2 Residual Elements

Sub Section : 6.3 Wall Climbing

Grand Total

Grand Total

Signature of Bidder Page No.

BILL OF QUANTITIES

SUB SECTION

6.1 a CIVIL WORKS

Total Quantity

estimated but Unit Rate Total amount

estimated but Unit Rate Total amount

Sr. No. Description Unit

may be more (In Rs.) (In Rs.)

1 EARTH WORK & CARRIAGE OF MATERIAL

1) The method of excavation shall be approved by the Engineer in charge before execution.

2) Excavation shall be carried out very carefully without damaging existing structures and

surrounding if any.

3) If required, the contractor shall provide stabilization by any means to protect the foundation of

the existing structure and building without any extra cost.

4) Rate shall include dewatering work (pumping out and removing slush) while execution in

underwater condition if required.

1 Excavation for all kinds of soil Cum 1878 149.00

Earthwork in excavation for all kind of soil by any means including getting out the excavated soil,

sorting and stacking of useful material, dressing of the sides, ramming of bottom, and disposal of

surplus excavated earth for all lead within the site area at non objectionable place and lift up to

mt depth, including dewatering and working in or under water and /or liquid mud, including pumping

out water/slush as required etc complete as directed by engineer-in-charge. In case of excavation

for pipe, cable, any services trenches, making base for road work, pavement works walkway, etc,

proper slop and camber by any means shall be maintain and dressing of the sides shall be made as

per requirement and as directed by engineer-in-charge.

2 Excavation for all kinds of soil Cum 29 162.00

Earthwork in excavation for all kind of soil by any means including getting out the excavated soil,

sorting and stacking of useful material, dressing of the sides, ramming of the bottom, and disposal

of surplus excavated earth for all lead within the site area at non objectionable place and lift from

1.5 mt to 3.0 mt depth, including dewatering and working in or under water and /or liquid mud,

including pumping out water/slush as required etc complete as directed by engineer-in-charge. In

case of excavation for pipe, cable, any services trenches, making base for road work, pavement

works walkway, etc, proper slop and camber by any means shall be maintain and dressing of the

sides shall be made as per requirement and as directed by engineer-in-charge.

3 Excavation for all kinds of soil Cum 20 174.00

Earthwork in excavation for all kind of soil by any means including getting out the excavated soil,

sorting and stacking of useful material, dressing of the sides, ramming of the bottom, and disposal

of surplus excavated earth for all lead within the site area at non objectionable place and lift from

3.0 mt to 5.0 mt depth, including dewatering and working in or under water and /or liquid mud,

including pumping out water/slush as required etc complete as directed by engineer-in-charge. In

case of excavation for pipe, cable, any services trenches, making base for road work, pavement

works walkway, etc, proper slop and camber by any means shall be maintain and dressing of the

sides shall be made as per requirement and as directed by engineer-in-charge.

4 Filling available excavated earth (excluding rock) Cum 1300 192.00

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations, plot filling,

etc. in layers not exceeding 20cm in depth, with optimum moisture content to give at least 95% of

the maximum dry density (proctor density) including watering, ramming and compacting by any

means, including transportation, loading, unloading, screening, passes etc. all complete for all lead

(from anywhere from the campus area) and lift and as directed by the Engineer-in-charge.

5 Filling in foundation and plinth with good earth/ murrum Cum 11921 289.00

Excavating, supplying, and filling of good earth/ murrum brought from outside (including royalty) by

any means; in trenches, plinths, sides of foundations, plot filling, etc. in layers not exceeding 20cm

in depth, with optimum moisture content to achieve at least 95% of the maximum dry density

(proctor density) including watering, ramming and compacting using any means for compaction,

including transportation, loading, unloading, screening, passes etc. all complete for all lead and all

lift and as directed by the Engineer-in-charge.

6 Bitumen Cutting Sqm 202 290.00

Labour charge of cutting in bituminous pavement before fixing kerb stone. Cutting to be done with

heavy duty tandem cutting machine consist of diamond blade. Minimum cutting depth shall be

cm from the finished level. Cutting shall be perfectly in line. The width and depth of the removal of

asphalt towards kerb stone shall be as directed by engineer in charge. Bitumen shall be carefully

removed so that the cutting edge towards the road shall not be disturbed. Bitumen and other debris

shall be disposed for all lead and lift at non objectional place and as per the direction of the engineer

in charge. Surroundings shall be cleaned up to the satisfaction of engineer in charge.

7 Clearing and grubbing of top soil, cutting , removing and disposing of all materials such as trees, Hectare 1 39,345.00

bushes, shrubs, stumps, roots, grass, weeds, top organic soil not exceeding 100 mm in thickness,

rubbish etc. and disposal of cleared materials. stacking of useful material with all lead and lift as per

MORT&H specification.

Total Carried Over to Summary

Signature of Bidder Page No.

BILL OF QUANTITIES

SUB SECTION

6.1 a CIVIL WORKS

Total Quantity

estimated but Unit Rate Total amount

estimated but Unit Rate Total amount

Sr. No. Description Unit

may be more (In Rs.) (In Rs.)

2 PLAIN & REINFORCEMENT CEMENT CONCRETE WORK

1) All types of shuttering shall be designed by the contractor and submitted to the Engineer in

charge along with design calculations (if required) and approved by the Engineer in charge.

However, the Stability and compatibility of shuttering shall be the responsibility of the contractor.

Shuttering shall be executed as per the approved shop drawing. No extra payment shall be made

for the above.

2) Rate shall be inclusive of dewatering work (pumping out and removing slush) while execution in

underwater conditions. The contractor shall not claim for dewatering if required.

3) Rate shall be inclusive of providing grooves, drip moulds, pockets, cut-outs, etc., and co-

ordination of insert sleeves, insert plate (cost of insert sleeves/ plate shall be paid separately),

encasing if any wherever required while casting for all level all height.

4) If required concrete batching and mixing plant of minimum 60 cum/hr capacity shall be set up

by contractor.

5) Mould release agent of approved make shall be used at every repeatation on formwork material.

6) Shuttering shall be compatible with self-compacting concrete (SCC) work, wherever required.

7) Shuttering shall be compatible with heavy/bulky RCC elements, wherever required.

8 Concrete (PCC) of grade - M15 Cum 485 4,290.00

Providing and laying in position Controlled cement concrete /Ready mix concrete/ batch mix

concrete of cement concrete (PCC) of grade - M15 cement concrete work, using cement content

as per approved design mix (Min cementitious level as per latest IS 456 shall be maintained)

manufactured in fully automatic batching plant and transported to the site of work in transit mixer for

all lead having a continuous agitated mixer, for reinforced cement concrete work including pumping

from transit mixer to site of laying; cost of admixtures in recommended proportions as per IS:

to accelerate, retard the setting of concrete, improve workability without impairing strength and

durability; finishing, compacting, vibrating, curing, dewatering (if required), etc, including the cost of

form work and removal of formwork, dewatering (if required), etc. complete for all level, all height/

depth and for all lead and lift and as directed by the Engineer.

9 Providing and laying in position Fair Finish Controlled cement concrete /Ready mix concrete/

batch mix concrete of specified grade for reinforced cement concrete work, using cement content

as per approved design mix (Min cementitious level as per latest IS 456 shall be maintained)

manufactured in fully automatic batching plant and transported to the site of work in transit mixer for

all lead having a continuous agitated mixer, for reinforced cement concrete work including pumping

from transit mixer to site of laying; Pouring by tower crane or boom placer or any other means

where required, cost of admixtures in recommended proportions as per IS: 9103 to accelerate,

retard the setting of concrete, improve workability without impairing strength and durability; finishing,

compacting, vibrating, curing, dewatering (if required), the Formwork/shuttering/scafolding etc for

any RCC Element and removal of formwork etc, excluding the cost of the reinforcement, etc

complete for all elements, all floors, all level, any heights/ depths, any lead and lift as directed by

Engineer In charge.

Rate shall be inclusive of shuttering and centering/ formwork (shuttering plate made of welded

smooth finish plate of min 3mm thick MS plate, thickness of formwork shall be such that no bulging

or deformation of concrete element occurs) for fair finish concrete with or without pattern, lift

charges, scaffolding, staging, propping etc and tie rod assembly of PVC cone and coil on both side

of the concrete walls, filling the same with non shrink grout or polymer mortar and excluding cost of

steel reinforcement. Full height shuttering with single pour system shall be followed wherever

required. Contractor shall prepare shuttering drawing as per the shuttering pattern given by

architect. All concrete work shall be with finish (without any honey comb) up to the satisfaction of the

engineer incharge. Contractor shall use mould release agent of approved make before use of

shuttering material every time. The Contractor shall get prior approval for the reuse of the shuttering

material for repetition from the Engineer-in-charge

A sample of each element shall be prepared with and without shuttering pattern at location as per

instruction of Architect and SRFDCL Engineer in charge for review and approval before mass

execution. In case of Exposed finish concrete work, Extra rate for exposed finish shuttering shall be

paid in relevant tender item, However, Finishing of exposed concrete shall be up to the satisfaction

of the architect and the SRFDCL Engineer in charge.

9.1 Concrete of M 25 grade Cum 322 6,865.00

9.2 Concrete of M 30 grade Cum 525 7,057.00

Signature of Bidder Page No.

BILL OF QUANTITIES

SUB SECTION

6.1 a CIVIL WORKS

Total Quantity

estimated but Unit Rate Total amount

estimated but Unit Rate Total amount

Sr. No. Description Unit

may be more (In Rs.) (In Rs.)

10 Providing and laying in position Exposed Finish controlled cement concrete manufactured in fully

automatic batch mixed plant of specified/ required capacity (batch mix plant shall be installed by

contractor on site) for reinforced cement concrete work as per design mix of specified grade using

graded black trap stone aggregates of maximum 20mm nominal (down graded) size including fine

aggregates conforming to latest IS 383 with minimum cement content (without fly ash) for durability

(followed as per IS-456 and technical specification) shall be followed as per approved design mix for

all elements of any shape and size, at all places and heights/ depths including transporting by transit

mixer for any lead having continuous agitated mixer, laying of concrete to site by any means like

pumping, tower crane or boom placer etc., vibrating, finishing and curing etc. and including

admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, to

improve workability without impairing strength and durability as per direction of Engineer-in-charge.

Rate shall be inclusive of providing grooves, drip moulds, ghisis, pockets, cutouts etc. and labour

for insert sleeves if any wherever required while casting.

Rate shall be inclusive of shuttering and centering/ formwork (shuttering plate made of welded

smooth finish plate of min 3mm thick MS plate, thickness of formwork shall be such that no bulging

or deformation of concrete element occurs) for exposed finish concrete with pattern, lift charges,

scaffolding, staging, propping etc and tie rod assembly of PVC cone and coil on both side of the

concrete walls, filling the same with non shrink grout or polymer mortar and excluding cost of steel

reinforcement. Full height shuttering with single pour system shall be followed. Contractor to

prepare shuttering drawing as per the shuttering pattern given by architect. All concrete work shall

be exposed finish (without any honey comb). Contractor shall use mould release agent of approved

make before use of shuttering material every time.

A sample of each element shall be prepared with and without shuttering pattern at location as per

instruction of Architect and SRFDCL Engineer in charge for review and approval before mass

execution.

Contractor may use 18mm laminated ply at some specific place, after taking prior written

permission from Architect in charge and SRFDCL before using the ply.

10.1 Concrete of M 25 grade Cum 10 7,255.00

10.2 Concrete of M 30 grade Cum 38 7,447.00

11 Providing and fixing Thermo-Mechanically Treated bars (Fe 550 D) Reinforcement for R.C.C. Kg. 109587 94.00

work including transporting to the work site, straightening, cutting, bending, cranking, fabricating to

required shape, placing/ lowering in position by suitable method, and tying / binding the system

(with GI wire) all complete for all leads and lifts, all levels, all floors, all heights/ depth, etc complete

and as directed by the Engineer in charge.

Measurement will be made on the length basis and converted into weight by using standard co-

efficient (rolling margin's and wastage shall not be paid). No separate payment shall be made for

laps, chairs, pins, lifting hooks, spacers, and binding wire.

12 Providing and fixing premoulded compressible, high performance closed cell, bitumen free Sqm 10 1,083.00

expansion joint filler board (Cap cell HD 100 of Supreme or equivalent) of 25mm thickness in black

color, conforming to MORTH specification (clause 1015), having minimum density 95 Kg/Cum, non

Staining with less than 0.08% water absorption & compression recovery of 93% minimum as per

specifications including cutting to required size and shape, placing in position, maintaining in position

while formwork and concreting at all levels/ all floors/ all heights, etc. complete, as per drawings/

specification and as directed by Engineer in Charge.

13 Polysulphide sealant Rmt 10 273.00

Providing and filling the expansion joints, with polysulphide sealant with the application of primer

including scraping/removing the expansion filler materials from the joints, cleaning, repairing the

edges with epoxy mortar of approved color and make, placing backup material (polyethylene backer

rod), fixing of abro masking tapes on the edges to protect the adjoining surface, at all levels/ all

floors/all height etc. complete as directed by the Engineer-in-charge. The Polysulphide sealant shall

conform to BS-4254:1983 and ASTM C920, and be resistant to water, diluted alkalis, cement grout,

water-dispersed detergents, etc. The Contractor shall furnish a performance guarantee of 5 years

against leakage, and debonding from the edges.

Size of expansion joint upto 25 mm width x 12 mm depth

PVC pipe sleeves

Providing in position rigid PVC pipe sleeves of 6Kg/cm2 and length as per design for following

diameters for services wherever pipes pass through walls/ slabs/ beam before concreting for all

floors/ all levels/ all heights. All pipes shall be accurately cut to the required sizes, laid as per

drawing, kept in the position while laying reinforcement and shuttering, sleeves shall not get

displaced while concreting, and burrs removed before laying. Open ends of the pipe shall be closed

as the pipe is installed to avoid clogging while concreting. The rate shall be inclusive of the removal

of sleeves before waterproofing or grouting. The location of the sleeve shall be approved by the

Engineer-in-charge.

14 PVC sleeve - Beyond 110mm and Up to 200 mm Diameter Rmt 10 949.00

Signature of Bidder Page No.

BILL OF QUANTITIES

SUB SECTION

6.1 a CIVIL WORKS

Total Quantity

estimated but Unit Rate Total amount

estimated but Unit Rate Total amount

Sr. No. Description Unit

may be more (In Rs.) (In Rs.)

Providing and fixing 110 mm dia PVC pipe having capacity of 6 Kg/cm2 with ISI mark of required

length as shown in the structure drawing wherever pipes pass through walls as weep hole before

concreting for all level/ all depth/ height. All pipes shall be accurately cut to the required sizes, laid

as per drawing, kept in the position while laying reinforcement and shuttering, sleeves shall not get

displaced while concreting, and burrs removed before laying. Open ends of the pipe shall be closed

as the pipe is installed to avoid clogging while concreting. At one side of pipe, SS 304 mesh shall be

placed to protect filled soil. Rate shall be inclusive of pipe and SS 304 mesh. Item shall not be used

for diaphragm wall construction. Actual installed length of pipe shall be measured for payment.

15 PVC sleeve - Up to 110 mm Diameter Rmt 10 389.00

Total Carried Over to Summary

3 WATERPROOFING WORK

1) All waterproofing treatment/work shall be executed through an approved water-proofing agency

of an approved manufacturer. The Contractor shall submit technical data sheets for each product

that will be used for execution.

2) The Contractor shall submit a methodology statement with all relevant details in illustrative

sketch form and get them approved by the Engineer-in-charge.

3) A written guarantee/bond on non-judicial stamp paper (tri-party) shall be submitted by the main

Contractor and provided by the principal manufacturer and applicator, who has carried out the

work. The guarantee/bond shall be for a period of five years from the certified date of completion of

the overall work. The guarantee shall be for a composite warranty against

leakages/seepage/dampness and for the satisfactory performance of the entire waterproofing

4) Waterproofing shall be executed under the supervision of the technical team of the

manufacturer. Waterproofing shall be tested and approved by the Engineer-in-charge before

proceeding with subsequent activities.

5) The Contractor shall repair the concrete elements by injection grouting of suitable non-shrink

grout and other suitable methods in case of defective concreting of retaining walls, water tanks,

slabs, beams, etc., for which no extra costs shall be payable.

6) Rate shall be inclusive of surface preparation, repairing, injection grouting, saw cutting of

construction joints and filling with patch repair mortar, making polymer mortar/Polymer CC fillets at

horizontal as well as vertical corners, etc complete. The rate shall be inclusive of testing of

elements and the system before and after waterproofing application.

7) Rate shall be inclusive of dewatering work (pumping out and removing slush) while execution in

under water conditions.

8) The latest technical system/product shall be adopted at the time of execution.

16 Providing and applying Coal tar extended epoxy resin coating of approved make in two coats Sqm 539 146.00

having 250 micron DFT on RCC surface as per following steps and as per manufacturer's

specifications with coverage recommended 3.0 – 4.0 Sqm/ litre for two coat application to achieve

approx. 250 +/- 10 micron DFT:

1) Proper surface preparation, remove dirt, rust, oil, grease, cement slurry from wall surface.

Thoroughly clean the concrete surface with wire brush/ compressed air etc

2) Carry out cementitious injection grouting at construction joints and at leakage points using

plasticised expansive grout admixture,

3) Treatment of construction joints using polymer modified mortar,

4) Filling pipe cutouts using non shrink cementitious grout,

5) Mixing base and hardener component of coal tar extended epoxy resin coating, apply first coat

using suitable brush or roller, allow the first coat to dry

6) Application of second coat in perpendicular direction to first coat as per manufacturer’s

specification.

Coal tar epoxy shall be having 100% solid contents by weight, specific gravity - min 1.24, Water

absorption <0.01 % (ASTM D 570), Bond Strength: min 1 N/mm2 (BS 1881 Pt 207), Water

Permeability: nil at @ 2 bars pressure over 3 months.

Actual applied area of coal tar epoxy shall be measured for payment.

17 Providing and placing in position 225 mm wide x 12mm thick PVC water stops (made of 100% Rmt. 50 513.00

virgin polymer material and ROHS non - hazardous standard product) conforming to IS:12200 for

construction/ expansion joints between two RCC members as shown in the structure drawings and

fixed to the reinforcement with GI binding wire before pouring concrete etc. complete and as

directed by engineer in charge. Rate shall also include fixing arrangement in stop end pipe/ plate.

Item shall not be executed for diaphragm wall work.

Signature of Bidder Page No.

BILL OF QUANTITIES

SUB SECTION

6.1 a CIVIL WORKS

Total Quantity

estimated but Unit Rate Total amount

estimated but Unit Rate Total amount

Sr. No. Description Unit

may be more (In Rs.) (In Rs.)

18 Waterproofing Sqm 29 439.00

Providing and applying Two-part acrylic polymer modified cementitious elastomeric waterproof

coating of minimum 1.5mm thickness DFT having minimum 1 N/mm2 tensile strength, and shall

cover 2.2 kg/sqm per mm of thickness. The coating shall have an elongation of a minimum of 80%

when tested as per ASTM D 412 resisting 5 bars hydrostatic pressure as per DIN 1048 and having

crack bridging ability of up to 2mm. Thorough surface preparation to be carried out by mechanical

means to level and plain the surface of walls and floors of the toilet areas. All cracks and crevices

shall be filled and made good to receive waterproof coating treatment The coating shall cover all the

floor area of the wet area and shall also be applied over the vertical walls for a minimum of 300mm

height above the floor in two or more coats to achieve the required thickness. The periphery of the

floor shall be additionally reinforced with an extra third coat of the coating with a fiber band (glass

fiber mesh of minimum 80 gsm) sandwiched between the first and the second coat, which shall also

be done around protrusions (pipes) meant for plumbing purposes. The last coat (second/ third coat)

when wet, shall be sprinkled with clean and washed sand, to facilitate the floor screed or plaster.

Pipes being fixed for plumbing shall be fixed in holes that are mechanically core cut, more than the

diameter of the pipes. Pipes shall be fixed by grouting the annular space with non-shrink

cementitious grout of proprietary make. Before grouting, the pipes shall be wrapped with a two-way

self-adhesive tape at least 50mm wide and then grouted to fill in the grout, ensuring total watertight

plumbing fittings. The Contractor shall submit a methodology statement with all details in illustrative

sketch form and get approval from the Engineer-in-charge. Application shall be carried out by the

approved applicator of the manufacturer and as per the manufacturer's recommendation The actual

applied area on the floor & wall shall be measured for payment. Cost includes all material (for

surface preparation, coating, and hole packing), labour, T&P, and wastage involved as mentioned in

19 Integral crystalline slurry - RCC structures Sqm 348 392.00

Providing and applying integral crystalline slurry, hydrophilic in nature, for waterproofing treatment

(surface coating) of approved make to any type of concrete structure etc. prepared by mixing in the

ratio of 5: 2 (5 parts integral crystalline slurry: 2 parts water) for vertical surfaces and 3: 1 (3 parts

integral crystalline slurry: 1 part water) for horizontal surfaces with required consumption as per

manufacturer's specification and applying the same from negative (internal) side. The material shall

meet the requirements as specified in ACI - 212-3R-2010 i.e. by reducing the permeability of

concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to

bar hydrostatic pressure on the negative side.

The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm.

Rate shall be inclusive of surface prepration, grouting of any type of damage, crackes, joints etc

using crystline mortar, construction joint tie hole treatment, and honey comb concrete treatment as

per manufacturer's specifications etc complete for all level, all height.

Work shall be carried out by approved applicator and as per method of waterproofing accepted by

manufacturer and as directions of the Engineer-in-charge.

20 Waterproofing for RCC Raft Foundation - HDPE-based waterproofing composite sheet membrane Sqm 36 791.00

Providing & laying under the RCC Raft Foundation, a HDPE based waterproofing white composite

sheet membrane, at minimum 1.2mm thickness (bare sheet thickness), when tested as per ASTM

D 3767, consisting of high-density polyethylene film/sandblasted surface, a pressure sensitive

adhesive and a trafficable weather resistant coating. The membrane shall form an integral,

adhesive, and permanent bond to poured concrete to prevent water migration at the interface of the

membrane and structural concrete and shall include with overlaps to be treated with hot air welding

technology/dual adhesive tape lap seam technology to complete the side laps and secure adjacent

sheets. HDPE Membrane shall be applied with the following steps and as per the manufacturer's

recommendation:

1) Cleaning of PCC surface to remove dust, loose particles, etc with compressed air or any other

suitable technique depending on site conditions, grinding any sharp edges, etc

2) HDPE membrane laid over PCC and continued over the side of the raft, the vertical portion of the

retaining wall and over the kicker joint, and terminated over the kicker joint, into a saw cut groove

provided at an angle of 45 degrees to the vertical, to tuck in the HDPE membrane and sealed off

with a PU sealant.

21 Integral crystalline admixture - RCC structures Kg 477 320.00

Providing and mixing integral crystalline admixture for waterproofing treatment to RCC structures

like basement rafts, retaining walls, sewage & water treatment plant, tunnels/subway, etc. at the

time of transporting of concrete into the drum of the ready-mix truck/ at RMC plant as per direction

of the Engineer-in-charge, using integral crystalline admixture @ 0.80% (minimum to the weight of

cement content per cubic meter of concrete) or maximum 2.4 Kg/Cum or as recommended by the

manufacturer's specifications. The material shall meet the requirements as specified in ACI-212-3R-

2010 i.e. by reducing permeability of concrete by more than 90%, compared with control concrete

as per DIN 1048 and resistant to 16 bar hydrostatic pressure. The crystalline admixture shall be

capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out as per

specifications and the directions of the Engineer-in-charge.

22 Food-grade epoxy coating for the water tank Sqm 348 316.00

Providing and applying food-grade epoxy coating treatment to the water tank on the inside surface

after proper surface preparation. Food grade epoxy shall be applied over the plastered surface with

one coat of epoxy or PU primer and two coats of Solvent-free food-grade epoxy resin coating @

200 microns DFT in 2 coats, etc. complete, including all tools and tackles as per the manufacturer’s

specifications. Food grade epoxy coating shall have adhesive bond strength - > 1 Mpa, Pot life of

min @ 30 °C and cured film shall be non-toxic and shall meet the requirements of IS: 9833:1981.

The Contractor shall carry out the application of polymer modified vatta/fillet at the floor-wall

junctions prepared using SBR and filling pipe cut-outs using Non-shrink cementitious grout etc. The

Contractor shall furnish 10 years warranty for the coating. The application shall be carried out by an

approved applicator of the manufacturer and as per recommendations of the manufacturer. The

actual applied area of epoxy coating shall be measured for payment. The rate shall be inclusive of

surface preparation, fillet making, pipe cut-out filling, and epoxy coating with primer application, but

excluding plaster and waterproof coating & treatment if any under the plaster which shall be payable

under relevant agreement items.

Total Carried Over to Summary

Signature of Bidder Page No.

BILL OF QUANTITIES

SUB SECTION

6.1 a CIVIL WORKS

Total Quantity

estimated but Unit Rate Total amount

estimated but Unit Rate Total amount

Sr. No. Description Unit

may be more (In Rs.) (In Rs.)

4 MASONRY WORK

23 Providing and laying Brick masonry works using common burnt clay bricks confirming to IS 1077- Cum 123 4,388.00

1992 having Compressive strength not less than 35 kg/Sq.cm in cement mortar 1:5 (1 cement:

coarse sand) in any shape, any thickness including finishing, curing, scaffolding racking / flush

jointing, etc. complete for all level, all depth/height, as per drawing and as directed by Engineer in

Total Carried Over to Summary

5 PLASTER WORK

24 12-15 mm thick plaster Sqm 1427 176.00

Providing and laying 12 to15 mm thick single coat mala cement plaster on masonry work/ concrete

work in cement mortar (1 Cement : 3 coarse sand) finished with trowel including making grooves,

forming pattas, scaffolding, curing, hacking properly RCC surface etc. complete for all level, all

shape, all heights and as directed by Engineer in Charge.

25 12 to 15 mm thick water proof Plaster Sqm 534 184.00

Providing and laying 12 to 15 mm thick water proof single coat smooth / wired finish cement plaster

on sides of masonry work / block work / RCC work, in any shape, in CM 1:3 (1 cement : 3 fine sand)

and water proofing compound of approved make in proportions recommended by the manufacturer,

finishing the surface wired finish/ smooth finish with a floating coat of neat cement slurry for all

floors, all height including hacking to RCC surface, scaffolding, curing etc. complete as directed by

engineer-in-charge.

Total Carried Over to Summary

6 FLOORING WORK

Kota stones - for flooring - fixing with adhesive

Providing and laying machine-cut Kota stones of specified thickness, specified finish, any shade

(uniform), any size, and any shape for flooring in required design and patterns as per the drawings,

laid over existing bedding (cement mortar bedding/concrete screed), fixed with minimum 6mm thick

stone fixing adhesive as per IS-15477 of an approved make and joined (paper joint) with grey/white

cement slurry mixed with a pigment to match the shade of the slabs, including finishing, rubbing,

curing, polishing, cleaning, protection, scaffolding, wastage, etc. all complete, for all levels, all

floors, all heights, as directed by the Engineer-in-Charge.

The rate shall be inclusive of Kota stones (as per the approved sample), adhesive for fixing, cement

slurry, matching pigment, all labour, etc complete, but excluding cement mortar bedding/concrete

screed bedding which shall be payable under the relevant Tender items. The Contractor shall

arrange loose samples for approval from the Engineer-in-Charge before mass execution.

The actual laid area of the Kota stones shall be measured for payment without considering any

26 25 mm thick any type of polish and textured finish Kota stones i.e. polish, river washed, leather Sqm 29 1,339.00

finish, linen finish, lappato finish or similar finish

Kota Stones - for skirtings - fixing with adhesive

Providing and laying machine-cut polished Kota stones of specified thickness, specified finish, of

any shade (uniform), any size, and any shape for skirtings (flush with plaster or adjoining surface)

as per the drawings, laid in any pattern, fixed on any type of leveled surface with minimum 6mm

thick stone fixing adhesive as per IS-15477 of an approved make and joined (paper joint) with grey

cement slurry mixed with a pigment to match the shade of the slab, including providing 6 to 10mm

wide grooves between the skirting and the plaster, finishing, rubbing, curing, polishing, cleaning,

protection, scaffolding, wastage, etc. all complete, for all levels, all floors, all heights, and as

directed by the Engineer-in-Charge. The length of stone for skirting shall be as per design to

match the joints and pattern. The shade of the skirting must match with flooring if not specified

elsewhere.

The rate shall be inclusive of Kota stones (as per the approved sample), adhesive for fixing, cement

slurry, matching pigment, all labour, etc complete. The Contractor shall arrange loose samples for

approval from the Engineer-in-Charge before mass execution.

The actual laid area of the Kota stones shall be measured for payment without considering any

27 8 - 10 mm thick any type of polish and textured finish Kota stones i.e. polish, river washed, leather Sqm 3 914.00

finish, linen finish, lappato finish, or similar finish

28 China Mosaic flooring Sqm 15 938.00

Providing & laying china mosaic flooring for plain and curved surfaces, comprising of 20 to 25 mm

size broken white/colour pieces of ceramic/glazed tiles laid over 12 to 15mm thick cement mortar,

1:6 (1 cement: 4 coarse sand) bedding including applying cement slurry at the rate of 2.75 kg per

sqm on plain or sloped surfaces with joints not exceeding 5 mm, including filling the gaps with white

cement mixture & mixing with synthetic polyester fiber, triangular in shape having specific gravity of

1.34 to 1.40, cross-section size ranging from 10 to 40 micron & length up to 6mm, mixing fiber @

125 grams per 50kg of cement in cement mortar, including providing and mixing waterproofing

material in mortar @ 1 kg per 50 kg of cement, all complete as per the direction of the Engineer-in-

charge. The flooring shall be tampered with a wooden rammer not exceeding 2 Kg in weight to bring

the mortar up to the surface, including rounding of the junctions and extending them up to 150 mm.

along the parapet wall. The rate shall include bands if a different colour is used, any pattern or

design as per drawing and direction, making vata/ fillet, curing, cleaning with water and oxalic acid,

etc. complete. Only the Plan area shall be measured for payment.

Signature of Bidder Page No.

BILL OF QUANTITIES

SUB SECTION

6.1 a CIVIL WORKS

Total Quantity

estimated but Unit Rate Total amount

estimated but Unit Rate Total amount

Sr. No. Description Unit

may be more (In Rs.) (In Rs.)

29 Additional Floor bedding with concrete screed : Cum 2 3,005.00

Cement concrete pavement/ flooring/ for additional floor screed with M10 grade, including spreading

as per gradient, levelling, finishing and curing complete as directed by Engineer in charge. Actual

laid volume for floor bedding shall be measured for payment without considering any wastage.

7 PAINT WORK

1) All adhesives, sealants & paint shall be water based, with low VOC with acceptable VOC

content as per Green Building Norms requirements and lead free.

2) Paint shall be applied after thoroughly brushing the surfaces, free from mortar dropping and

other foreign matter, preparing the surface even and sand papered smooth etc, after applying

every coat of putty and primer complete.

3) Contractor shall furnish warranty paper, wherever applicable.

4) If necessary more coats shall be applied till the surface presents a uniform appearance without

any extra cost.

5) Paint shall be applied with any means (i.e. brush, roller, spray etc)

6) Contractor shall prepare sample of minimum three shades as suggested by engineer in charge

for approval.

7) The rate shall be applicable for all floor, all level, all height by any means of scaffolding.

30 Acrylic emulsion paint with primer - Exterior grade Sqm 534 112.00

Providing and applying 100% Acrylic Smooth exterior paint with exterior primer of Two or more

coats of paint including required number of priming coat of exterior primer as per manufacturer's

specification of approved make and shade, having VOC (Volatile Organic Compound) content less

than 50 grams/ litre of required shade over any surface etc complete for all floors all heights all

levels. Exterior paint and primer shall have minimum 5 years warranty.

31 Stain-repellent transparent coating - For exposed concrete work Sqm 75 171.00

Providing and applying (solvent/ water based), low VOC, breathable and biodegradable, water, oil,

and stain-repellent transparent fluorocarbon-based coating with anti-graffiti properties (suitable

product according to natural stone, exposed concrete work) of approved make having fluoro carbon-

based nanotechnology at all heights & leads and wherever instructed by Engineer-In-Charge. The

treatment shall be in two coats wet-on-wet or as recommended by the approved manufacturer

including preparation of surfaces by cleaning, curing, protecting, scaffolding, etc complete. The rate

includes the cost of all materials, their application by specialized applicators by spray coating with

an airless sprayer, cleaning the substrate of all laitance, construction dust, contaminants,

scaffolding, labour, etc., all complete and at all levels, leads and heights as per particular

specification & directions of Engineer-in-Charge. Guarantee Bond in the prescribed proforma shall

be executed by the contractor for the satisfactory performance of the application for 5 years. The

look and feel of the natural stone surface, and exposed concrete shall not be affected by coating.

Total Carried Over to Summary

8 METAL WORK

1. Contractor shall prepare shop drawing base on concept design/ drawing for any type of

fabrication work and get approved. Contractor shall prepare mock-up/ prototype (as suggested) as

per approved shop drawing for approval. Work shall be carried out as per approved shop drawing,

approved mock-up/ prototype and as suggested by Engineer in charge.

2. Rate shall be for all floor, all level all height.

3. The rate shall include cost of all types of fasteners (ETA approved) to be used for fixing.

4. Structural stability shall be responsibility of contractor for all kind of metal work.

5. All elements shall be factory fabricated and finished, only final finishing to be made on site with

all precautions.

6. Contractor shall coordinate all services work (cut-outs and provisions) in metal work. All cut-out

and services provisions shall be finished at factory/ work shop.

7. contractor shall provide PVC/ nylon seprator, where two different metals connect to avoid

galvanic reactions.

Signature of Bidder Page No.

BILL OF QUANTITIES

SUB SECTION

6.1 a CIVIL WORKS

Total Quantity

estimated but Unit Rate Total amount

estimated but Unit Rate Total amount

Sr. No. Description Unit

may be more (In Rs.) (In Rs.)

32 Structural steel work - Fabrication works - with paint Kg. 7453 158.00

Providing, fabricating, assembling, hoisting, erecting and fixing in position structural steel work at all

heights/ all levels/ all shapes & sizes with all leads & lifts using any type of MS section like rolled

steel sections, hollow sections, plates, chequered plates, bar, sheet, rod, threaded bolt, railing etc.

all confirming to latest relevant IS codes for the metal elements i.e. window grill, transom bar, bright

bar in wooden door - window frame, railings, gates, grills, bracings, foundation plate & bolt, support

at truss system, truss, purlin, rafter ,cleat, platforms, brackets, fencing pole, platform, trench cover,

flag fixing sleeve pole, garbage box, signage pole, service elements, Jali, clamp, logo, metal

dustbin as per design intent etc. including straightening, cutting, bending, profile cutting, embosing,

bolting and welding, eatching (if required) the members all as per structural drawings and as per

detailed specifications (for materials & workmanship) including profile cutting, smooth grinding,

machining of edges/ faces, necessary welding (electric arc welding) for required weld lengths and

sizes, machine drilling of holes for joining/ anchoring/bolting, necessary arrangements of templates

to keep the foundation bolts in position dry sanding, degreasing (wet cleaning) & preparation of rust-

free surface manually or mechanically, metal putty to make the surface even and smooth,

necessary scaffolding/ staging, anchor fasteners,extra for bending elements for fixing etc complete.

Incase of Metal dustbin, openable MS Shutter shall be with invisible self-closing hinge of required

capacity and locking arrangement inside the shutter as per design intent. Contractor shall prepare

mock-up of any element wherever required as directed by the Engineer-in-charge.

Contractor shop/ fabrication prepare shop drawing and get approved. The fabrication work shall

start only after approval of the fabrication drawings. Fabrication shall be in a perfect Architectural

workmanship manner and as provided in Section V & VI of IS 800 & IS 7215. Contractor shall

responsible against stability, safety etc all complete

The rate shall include for applying (on all surfaces of MS member) two or more coats PU paint (DFT

min 40 micron per coat) of approved make and shade over two coat (DFT min 50 micron per coat)

of anti corrosive epoxy base primer for PU paint, as per manufacturer's specification, anchor

fastener etc all complete.

33 Extra charges for providing hot dip galvanizing work conforming to IS 4759/2629/2633 with a Kg. 7453 58.00

zinc coating of 610 GSM thickness on any type of MS sections for various elements like Dustbins,

Railing, Handrail, gate, grill, platform, trench cover, flag fixing sleeve pole, garbage box, signage

pole, Street furniture and similar works etc. made for all locations, heights, and levels as per the

drawings and as instructed by the Engineer-in-Charge. The rate includes surface preparation by

shot blasting or acid washing prior to hot dip galvanizing, as well as all necessary labour, tools, and

machinery (sample to be approved). The weight of the steel sections before galvanization shall be

measured for payment without considering any wastage. A sample and mock-up shall be prepared

for approval by the Engineer-in-Charge before mass execution.

34 Extra for providing and making CNC cutting on any type of metal surface of any type, any size, any Sqm 50 938.00

shape etc as per design and drawing. Contractor shall provide shop drawing based on design for

approval. Work shall be carried out as per approved shop drawing.

For payment purpose, out to out dimension of Metal elements before CNC cutting shall be consider

for payment.

Total Carried Over to Summary

9 EXTERNAL DEVELOPMENT WORK

1) Stones shall be free from cracks, lines, stains, white spots of efflorescence and even in shade

for all kind of stone work.

Engineer in charge prior to procurement.

3) Stone shall be from same lot and/ or source (stone quarry) for same kind of work and as

approved by Engineer in charge.

4) Contractor shall apply Stone Impregnation primer/ sealer coat on back side and all edges (after

cutting and finishing of the stone as per size) of stones of approved make. Stone Impregnation

primer/ sealer coat shall be of water based with pH value 7 to 10 in minimum two coat as per

manufacturer's specification and as directed by Engineer in charge. No extra shall be paid for the

5) Contractor shall prepare and submit shop drawing for all kind of stone work with sub base/

framing work/ fixing arrangement/ joinery with all required fasteners and get approval from

Engineer in charge.

6) Mock up/ sample shall be prepared as per approved shop drawing and get approved by

Engineer in charge before execution of work.

7) All adhesives and sealants shall be with low VOC and lead free with acceptable VOC content as

per Green Building requirements.

8) Stone work shall be carried out for all floor, all level, all height, all places including loading,

unloading, stacking, transporting, hoisting, erecting by any means (mechanical or manual).

9) All type of stones shall be cut to size with help of with water jet cutting/ laser cut/ CNC machine

according to the design and shape for best workmanship as per shop drawing.

10) Granite shall be mirror polished/ flame finished/ sand blasted/ river wash finish or other as per

specified.

11) All type of stone/ stone elements shall be factory cut and factory finished. Finish on any stone

shall be as per satisfaction of Engineer in charge. If required, final finish/ touch-up shall be

executed at site as per direction of Engineer in charge.

12) Structural stability of solid stone work shall be responsibility of contractor.

13) Contractor shall make necessary provision for any services cut-out/ other required provision,

co-ordinate with all services work and making good etc complete.

14) All visible surfaces of stone shall be same finished.

Signature of Bidder Page No.

BILL OF QUANTITIES

SUB SECTION

6.1 a CIVIL WORKS

Total Quantity

estimated but Unit Rate Total amount

estimated but Unit Rate Total amount

Sr. No. Description Unit

may be more (In Rs.) (In Rs.)

35 Sub grade preparation and consolidation Sqm 1950 22.00

Preparation, consolidation and compacting of sub grade with power road roller of 8 to 12 tonne

capacity after excavating earth to an required depth, dressing to camber, consolidating and

compacting with road roller or by any other means as directed by the engineer incharge including

making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with all

lead and lift.

36 Providing and laying of Dry Lean Cement Concrete (DLC) of M15 grade below concrete Cum 50 3,532.00

pavement, cycle track, footpath, hard scape or any similar element/ for sublayers as per design

requirement and compacting the same with 8 to 10 Tone vibratory roller as per the specifications

and as per drawing and as directed by the Engineer. Rate shall include cost of formwork if any.

37 GSB Cum 843 1,742.00

Construction of granular sub-base (GSB) by providing close graded Crusher run Material

conforming to required grade with required size of aggregate (respective as per grade) having CBR

Value as per respective grade specifications/crusher run, mixing in a mechanical mix/mix in place

method plant at OMC, carriage of mixed material by tipper to work site, for all leads & lifts,

spreading in uniform layers of specified thickness with motor grader on prepared surface and

compacting with vibratory power roller to achieve the desired density, complete as per MoRTH

clause 401 and as directed by Engineer in charge.

38 WMM Cum 90 1,098.00

Providing, laying, spreading and compacting required graded stone aggregate to wet mix macadam

(WMM) as per specification including premixing the material with water at OMC in mechanical mix

plant carriage of mixed Material by tipper to site for all leads & lifts, laying in uniform layers with

mechanical paver finisher in sub- base / base course on well prepared surface and compacting with

vibratory roller to achieve the desired density, complete as per specifications and directions of

Engineer-in-charge. Aggregate shall be in compliance of MORTH.

39 Primer Coat Sqm 594 24.00

Providing and applying primer coat with cationic bitumen emulsion SS1 grade conforming to ASTM

GRADE on prepared surface of wet mix macadam including clearing of GSB/Wet mix macadam

surface with air compressor to remove all loose material other foreign material. The primer shall be

sprayed uniformly at the rate of 0.70-1.0 kg/sqm. It shall be applied by a self-propelled or towed

bitumen pressure sprayer, equipped for spraying the material uniformly at a specified rate. No

dilution or heating at site of SS1 bitumen emulsion shall be permitted.

40 DBM Cum 54 8,577.00

Dense Graded Bituminous Macadam Providing, Carting and laying of dense bituminous macadam

with batch type HMP producing an output of 80 to 120 tonnes per hour using crushed aggregates of

specified grading, premixed with bituminous binder VG-40 grade @ min 4.5% by weight of total mix,

transporting the hot mix to work site, laying with a self-propelled paving machine equipped with an

electronic sensing device to the required grade, level and alignment, rolling with 8-10 tonne static

weight or vibratory roller or with a pneumatic tyre roller of 12 to 15 tonne weight to achieve the

desired compaction as per approved design mix for As per Morth 5th Revision specification clause

No. 505 complete in all respects.

41 Tack Coat Sqm 1188 13.00

Providing & applying Tack coat with VG-40 Grade bitumen using bitumen pressure distributor at the

rate of 0.20-0.30 kg/sqm on the existing bituminous surface cleaned with Air Compressor etc

42 Bituminous Concrete Cum 24 9,775.00

Providing, Carting and laying of bituminous concrete with batch type hot mix plant producing an

output of 80 to 120 tonnes per hour using crushed aggregates of specified grading, premixed with

bituminous binder VG-40 @ min. 5.4 % of mix, transporting the hot mix to work site, laying with a

self-propelled paving machine equipped with an electronic sensing device to the required grade,

level and alignment, rolling with 8-10 tonne static weight or vibratory roller or with a pneumatic tyre

roller of 12 to 15 tonne weight to achieve the desired compaction as per approved design mix. for

As per Morth 5th Revision specification clause No. 507 complete in all respects.

43 Providing and Laying Micro surfacing as per MoRTH Specification (Section-514) & SP 81:200, Type- Sqm 1188 202.00

III grading of Specification, Polymer modified cationic bitumen emulsion, Ordinary Portland

Cement, Chemical Additives and Water.

Signature of Bidder Page No.

BILL OF QUANTITIES

SUB SECTION

6.1 a CIVIL WORKS

Total Quantity

estimated but Unit Rate Total amount

estimated but Unit Rate Total amount

Sr. No. Description Unit

may be more (In Rs.) (In Rs.)

44 CC Pavement - M 25 Cum 50 4,902.00

Providing and laying cement concrete pavement of mix M-25 with ready mixed concrete from

batching plant. The ready mixed concrete shall be laid and finished with vacuum dewatering process

and Power floater treatment in roads, pavements, platform, floors etc well compacted, mechanically

vibrated with screed vibrator, finished to required levels, floated with neat cement and power

trowelled to get desired smooth finish/ broom finish as per design, over a levelling course, including

casted in panel, MS channel or box shuttering, curing etc as directed by Engineer.The size of panel

should be as per drawing as directed by Engineer. The Contraction joints to be formed at every less

than 3m distance by grooving with mechanical saw within 48 hrs. Groove/ sawed joints/ longitudinal

joints shall be made of 6mm width and 40 mm depth min (1/3 rd depth of the pavement) as shown

in the drawing. LDPE sheet (min 125 gsm) shall be laid below pavement. The rate shall be inclusive

of labour, making the grooves, filing groves with approved sealant and backer rod, provision of

expansion joint, LDPE sheet and machinery cost etc complete and as directed by Engineer in

charge. Reinforcement if required shall be paid in relevant tender item. Mock up for concrete

pavement work (for brooming pattern and joints as per drawing) shall be prepared by contractor and

got approved from architects in all respect prior to mass execution works. Architect reserves right

to reject part or all work of sub standard or not in confirmation to sample approved as per mock up.

45 CC Pavement - M 30 Cum 55 5,080.00

Providing and laying cement concrete pavement of mix M-30 with ready mixed concrete from

batching plant. The ready mixed concrete shall be laid and finished with vacuum dewatering process

and Power floater treatment in roads, pavements, platform, floors etc well compacted, mechanically

vibrated with screed vibrator, finished to required levels, floated with neat cement and power

trowelled to get desired smooth finish/ broom finish as per design, over a levelling course, including

casted in panel, MS channel or box shuttering, curing etc as directed by Engineer. The Contraction

joints to be formed at every 5m distance by grooving with mechanical saw within 48 hrs. Groove/

sawed joints/ longitudinal joints shall be made of 6mm width and 40 mm depth min (1/3 rd depth of

the pavement) as shown in the drawing. LDPE sheet (min 125 gsm) shall be laid below pavement.

The rate shall be inclusive of labour, making the grooves, filing groves with approved sealant and

backer rod, provision of expansion joint, LDPE sheet and machinery cost etc complete and as

directed by Engineer in charge. Reinforcement if required shall be paid in relevant tender item.

Mock up for concrete pavement work (for brooming pattern and joints as per drawing) shall be

prepared by contractor and got approved from architects in all respect prior to mass execution

works. Architect reserves right to reject part or all work of sub standard or not in confirmation to

sample approved as per mock up.

46 CC Pavement - M 40 Cum 381 6,308.00

Providing and laying cement concrete pavement/ Pavement Quality Concrete (PQC) of mix M-40

with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished

with vacuum dewatering process and Power floater treatment in roads, pavements, platform, floors

etc well compacted, mechanically vibrated with screed vibrator, finished to required levels, floated

with neat cement and power trowelled to get desired smooth finish/ broom finish as per design, over

a levelling course, including casted in panel, MS channel or box shuttering, curing, as per

Specifications and in conformity with the lines, grades and cross sections shown on the drawings

etc as directed by Engineer. The size of panel should be as per drawing as directed by Engineer.

The Contraction joints to be formed at location as per drawing by grooving with mechanical saw

within 48 hrs. Groove/ sawed joints/ longitudinal joints shall be made of approximate 6mm width and

approximate 40 mm depth min (1/3 rd depth of the pavement) or joint/groove shall be as per shown

in the drawing. LDPE sheet (min 125 gsm) shall be laid below pavement if required as per design

intent. The rate shall be inclusive of labour, making the grooves, filing groves with approved sealant

and backer rod, provision of expansion joint, construction joint, longitudinal joints, LDPE sheet and

machinery cost etc complete and as directed by Engineer in charge. Dowel bar, Tie bar & other

Reinforcement bars if required as per drawing, shall be paid in relevant tender item. Mock up for

concrete pavement work (for brooming pattern and joints as per drawing) shall be prepared by

contractor and got approved from architects in all respect prior to mass execution works. Architect

reserves right to reject part or all work of sub standard or not in confirmation to sample approved as

per mock up.

47 Kota Stone - For Flooring - fixing with cement mortar Sqm 470 1,532.00

Providing and laying machine-cut 40 mm thick any type of Polished/ Textured (i.e. river wash

finish, leather finish, linen finish, canvas finish etc) finish Kota stone of specified thickness, specified

finish, any shade (uniform), any size, and any shape for flooring in required design and patterns as

per the drawings, laid over upto bedding 20 mm thick cement mortar 1:6 (1 cement: 6 coarse sand)

with cement mortar of 1:2 (1 cement: 2 sand) applied to the sides of the stones, with the groove or

without groove and jointed with grey/white cement slurry mixed and filling of grooves with cement

mortar with pigment to match the shade of the slabs, including finishing, rubbing, curing, polishing,

cleaning, protection, scaffolding, wastage, etc. all complete for all levels, all floor, all height, as

specified and as directed by the Engineer-in-Charge.

The rate shall be inclusive of Kota stone (as per the approved sample), fixed with cement mortar

bedding, cement slurry, matching pigment, all labour, etc complete but excluding filling with epoxy

grout and additional cement mortar bedding/ concrete screed bedding (if required as per drawing)

which shall be payable under the relevant item. The contractor shall arrange loose Samples for

approval from the Engineer-in-Charge before mass execution.

The actual laid area of the Kota stone shall be measured for payment without considering any

Signature of Bidder Page No.

BILL OF QUANTITIES

SUB SECTION

6.1 a CIVIL WORKS

Total Quantity

estimated but Unit Rate Total amount

estimated but Unit Rate Total amount

Sr. No. Description Unit

may be more (In Rs.) (In Rs.)

Kota stones - for treads/copping/seating - fixing with adhesive Sqm

Providing and laying machine-cut Kota stones in a single piece of specified thickness, specified

finish, of any shade (uniform), any size, and any shape for treads of steps, coping and seating, sill

and jamb etc as per the drawings. Kota stone slabs to have pencil corners and polished at the

exposed edges in even and uniform thickness and laid over existing cement mortar bedding, and

fixed with minimum 6-10mm thick stone fixing adhesive as per IS-15477, of an approved make, and

joined (paper joint) with grey/white cement slurry mixed with a pigment to match the shade of the

slabs, including finishing, rubbing, curing, polishing, cleaning, protection, scaffolding, wastage, etc.

all complete, for all levels, all floors, all heights, and as directed by the Engineer-in-Charge. The

joint between the treads and risers shall be finished as per the drawing. Kotastone shall be used in

single possible length/as per drawing for coping / seating on bench.

The rate shall be inclusive of Kota stones (as per the approved sample), adhesive for fixing, cement

slurry, matching pigment, all labour, etc, complete, but excluding cement mortar/screed bedding,

which shall be payable under the relevant Tender items. The Contractor shall arrange loose

samples for approval from the Engineer-in-Charge before mass execution.

The actual laid area of the Kota stones shall be measured for payment without considering any

48 40 mm thick any type of polish and textured finish Kota stones i.e. polish, river washed, leather Sqm 38 2,207.00

finish, linen finish, lappato finish or similar finish

49 Kota Stone - For risers of steps, dado etc. or similar - fixing with cement mortar Sqm 20 1,286.00

Providing and laying machine-cut Kota stone 25 mm thick any type of Polished/ Textured (i.e. river

wash finish, leather finish, linen finish, canvas finish etc) finish Kota stone in a single piece of any

shade (uniform), any size, and any shape in the risers of steps, dado or similar etc. as per the

drawings. Kota stone slab having pencil corner and same polished at the exposed edge in even and

uniform thickness and laid in any pattern fixed on any type of leveled surface with approximate

mm thick (average) cement mortar 1:3 (1 cement : 3 coarse sand)/suitable adhesive as per

manufacturer specification, and jointed (paper joint) with grey/ white cement slurry mixed with

pigment to match the shade of the slabs, including finishing, rubbing, curing, polishing, cleaning,

protection, scaffolding, wastage, etc. all complete for all levels, all floor, all height, and as directed

by the Engineer-in-Charge. The joint between the tread and riser shall be finished as per the

drawing. The rate shall be inclusive of Kota stone (as per the approved sample), cement mortar for

fixing/ adhesive, cement slurry, matching pigment, all labour, etc complete. The contractor shall

arrange loose Samples for approval from the Engineer-in-Charge before mass execution.

The actual laid area of the Kota stone shall be measured for payment without considering any

50 Kota Stone - For risers of steps, dado etc. or similar - fixing with cement mortar Sqm 20 1,834.00

Providing and laying machine-cut Kota stone 55 to 65 mm thick any type of Polished/ Textured (i.e.

river wash finish, leather finish, linen finish, canvas finish etc) finish Kota stone in a single piece of

any shade (uniform), any size, and any shape in the risers of steps, dado, planter sides, or similar

etc. as per the drawings. Kota stone slab having pencil corner and same polished at the exposed

edge in even and uniform thickness and laid in any pattern fixed on any type of leveled surface with

approximate 12 mm thick (average) cement mortar 1:3 (1 cement : 3 coarse sand)/suitable

adhesive as per manufacturer specification, and jointed (paper joint) with grey/ white cement slurry

mixed with pigment to match the shade of the slabs, including finishing, rubbing, curing, polishing,

cleaning, protection, scaffolding, wastage, etc. all complete for all levels, all floor, all height, and as

directed by the Engineer-in-Charge. The joint between the tread and riser shall be finished as per

the drawing. The rate shall be inclusive of Kota stone (as per the approved sample), cement mortar

for fixing/adhesive, cement slurry, matching pigment, all labour, etc complete. The contractor shall

arrange loose Samples for approval from the Engineer-in-Charge before mass execution.

The actual laid area of the Kota stone shall be measured for payment without considering any

51 Additional Floor bedding with Cement mortar : Cum 125 3,800.00

Providing and laying cement mortar 1:6 (1 cement : 6 coarse sand) for additional thickness below

flooring item required for gradient and as per drawing and as directed by engineer in charge

including spreading as per gradient, levelling, finishing, curing etc complete as directed by Engineer

in charge. Actual laid volume for floor bedding shall be measured for payment without considering

any wastage.

52 Precast Cement Concrete Paver Block - 60mm thick, M-35 Grade Sqm 50 1,122.00

Providing and laying factory-made chamfered edge shot blasted/sand blasted finished, non-

interlocking type, square/ rectangle shape paver blocks of approved make, any sizes, any shade,

any pattern, any color having 60 mm thickness and minimum M-35 grade, machine made, factory

finished for footpath, parking areas, service lanes and other similar areas as mentioned in the

drawing Including providing and laying 50 to 80 mm thick average bedding layer of coarse sand

below paver block as per required grading and specification. The laid paver block shall be

mechanically compacted. The work of the paving blocks shall be executed in line and level. The

paver block shall be cut by mechanical means only, if required. Paver blocks shall be compacted

and shall be re-laid if necessary. The actual laid area shall be measured for payment without any

wastage. The Sample and mock-up shall be approved before execution. damaged block shall not

be used in laying. Sample and mock shall not be payable if rejected.

Signature of Bidder Page No.

BILL OF QUANTITIES

SUB SECTION

6.1 a CIVIL WORKS

Total Quantity

estimated but Unit Rate Total amount

estimated but Unit Rate Total amount

Sr. No. Description Unit

may be more (In Rs.) (In Rs.)

53 Precast Cement Concrete Paver Block - 80mm thick, M-40 Grade Sqm 50 1,196.00

Providing and laying factory-made chamfered edge shot blasted/sand blasted finished, non-

interlocking type, square/ rectangle shape paver blocks of approved make, any sizes, any shade,

any pattern, any color having 80 mm thickness and minimum M-40 grade, machine made, factory

finished for footpath, parking areas, service lanes and other similar areas as mentioned in the

drawing Including providing and laying 50 to 80 mm thick average bedding layer of coarse sand

below paver block as per required grading and specification. The laid paver block shall be

mechanically compacted. The work of the paving blocks shall be executed in line and level. The

paver block shall be cut by mechanical means only, if required. Paver blocks shall be compacted

and shall be re-laid if necessary. The actual laid area shall be measured for payment without any

wastage. The Sample and mock-up shall be approved before execution. damaged block shall not

be used in laying. Sample and mock shall not be payable if rejected.

54 Providing and fixing Modular Concrete Cobble block in different sizes with 60mm thickness, Shot Sqm 50 1,515.00

blasted finish, grey/ coloured, of Vyara (Beganit) make or equivalent as per design. Top coat/ wear

coat (not less than 5mm) shall have using UV resistant colour pigments from Lanxess, compressive

strength 400kg/ cm2. Including providing and laying 50 to 80 mm thick average bedding layer of

coarse sand below cobble block as per required grading and specification. Laid cobble block shall

be mechanically compacted. Cutting of paver block by machine cut only and laying to be done by

skilled flooring mason. cobbles shall be compacted and shall be re-laid if necessary.

Sample to be approved by the Architect & Engineer-in-charge.

55 Pre-cast concrete kerb Cum 31 19,490.00

Providing & fixing minimum M25 grade of customized concrete factory-made precast exposed

concrete finish kerb of approved make and as per sample approved of specified sizes, specified

shape etc. complete. (finish of precast element shall be upto the satisfaction of the engineer in

charge & Architect.) Kerb shall have chamfered type/ pencil corner edges. Kerbs shall be fixed on

the base PCC with cement mortar 1:2 including flush pointing in CM (1:2) or suitable approved

make adhesive for all joints of the kerbstones, curing, etc. complete. The rate shall also include

erecting and fixing in position all varieties/ shapes of kerbs (i.e. radius kerbs, corner kerb, quadrant

kerbs, drain out kerb, flat kerb, parking edge kerb, ramp kerb or other any type of kerb with any

shape as per drawing/design intent etc) as per drawing. Precast kerb shall be protected with good

quality plastic sheet for protection against bituminous/ concrete work. The rate shall include the

joining, curing, finishing, protection etc complete as directed by the engineer in charge. Actual

installed kerb volume shall be measured in payment.

The rate shall include the cost of base excavation, base PCC M15 grade, joining, curing, protection

etc complete as directed by engineer in charge. Rate shall be unit of One Cum. For the payment

kerb volume shall be considered. (Sample must be approved). Sample and Mock-up shall be

carried out as suggested by the Architect and as directed by the Engineer in charge. Sample and

mock shall not be payable if rejected.

56 Flexible/ Spring Post No. 5 1,046.00

Providing and fixing in position flexible/ spring post of appproximatly size of 80 mm dia., base

200 mm dia. and height 900 mm with 75 mm wide retro reflective strips of 3 nos. and any color, any

shape etc. complete as per design intent. The post shall be made of high-impact resistant

polyurethane with strong and resistant against crashes and shocks as per manufacturer's

specification for approved make and as directed by Engineer in charge and architect. The flexible

spring post fixed on bituminous/ concrete base with required anchor fastener, bolts, other

accessories etc. complete fixed can be bolted/fastner/ anchor to the floor using the base. The post

of high-quality UV-stabilized polyurethane, designed to provide durable, high-visibility lane

segregation and to withstand repeated vehicle impacts while returning to its original upright position.

The rate shall be inclusive of flexible post (as per the approved sample), fixed with anchor bolts and

epoxy adhesive, all labour,arranging in position, loading, transportation, unloading, etc complete as

directed by Engineer in charge. The contractor shall arrange loose samples for approval from the

Engineer-in-Charge before mass execution.

57 Terrazzo Sqm 5 961.00

Providing, applying and polishing of self levelling type factory premixed Terrazzo for Horizontal,

Vertical, incliend, or any shape with all exposed rounding edge or similar location, 10 to 12 mm thick

including densification and sealing as per following :

1) Surface preparation - surface shall be without any pot holes, cracks or any other defects, if any

found, proper repair work shall be carried out i.e. grouting etc. Surface shall be in proper level.

2) provision of Aluminium divider Strips for joints as required

3) Primer application as per manufacturer's specification. If required, cement mortar 1:4 (1 cement :

4 coarse sand) to be applied before application of terrazo.

4) Application of terrazzo ready-mix in required thickness in proper level and with provision of

5) Proper curing as per manufacturer's specification

6) Use of suitable Terrazzo Grout of matching colour as the terrazzo and densifier as per

manufacturer's specification

7) Carrying out the polishing on the terrazzo, to provide mirror polish finish, as per the sample

approved and as per manufacturer's specification.

8) application of water resistant non film forming sealer of same manufacturer as terrazzo pre mix,

as a sealer for the polished surface.

9) Manufacturers application method is required at each stage to get desired finish.

10) Cleaning off and protection after each stage of works as required.

The contractor shall submit construction methodology for the confirmation of engineer in charge.

Terrazzo applied area shall be measured for payment.

Loose sample for material and required number of mock-up for terrazzo work to be prepared by

contractor and got approved from architects prior to mass execution works. Architect reserves right

to reject part or all work of sub standard or not in confirmation to sample approved as per mock up.

Signature of Bidder Page No.

BILL OF QUANTITIES

SUB SECTION

6.1 a CIVIL WORKS

Total Quantity

estimated but Unit Rate Total amount

estimated but Unit Rate Total amount

Sr. No. Description Unit

may be more (In Rs.) (In Rs.)

58 Precast elements for misc. items Cum 4 15,580.00

Providing, hoisting and fixing exposed concrete finish Precast Concrete of minimum M 25 grade

in light pole cover, base of dustbin, duct covers, manhole covers, saucer drain, coping etc. (finish of

precast element shall be upto the satisfaction of the engineer in charge & Architect.) including cost

of required centring and shuttering and arranging precast members in position with required joining

arrangement, MS stud or anchor/bolting with grouting etc complete all material, loading,

transportation, unloading, tools, tackles, scaffolding, machinery, equipment, for all level, for all

height/ depth, and as per direction of Engineer-in-Charge. Contractor shall provide loosed sample of

each elements at location suggested by engineer incharge for review and approval from Engineer

in charge before mass production/ execution. Architect reserves right to reject part or all work of

sub standard or not in confirmation to approved sample as per mock up. Contractor shall prepare

coordinated shop drawing for all elements with all members including all services/other allied civil

works provision and get approval from Architect and engineer in charge.

If required, excavation and base preparation work shall be paid in relavent tender items.

Actual volume of installed precast elements shall be measured for payment. Sample and mock shall

not be payable if rejected or casted in other location (not in scope of work area).

59 FRP Recessed Manhole cover No. 15 7,015.00

Providing and Fixing heavy duty double seal FRP recessed Manhole cover with frame of 12.5MT

capacity, in matching shade of surrounding pavement and design according to EN - 124:1994 of

approved make and shade having clear opening size of 600mm x 600mm and recesse depth upto

80mm with client's logo etc. complete for all lead and lift . Cover shall be with 4 number lifting key

with proper lifting arrangement. Frame shall be embedded in concrete of required grade and top

level of frame shall be flush with road/surrounding level as per drawing and as directed by Engineer

in charge. Rate shall be inclusive of cover frame and concrete work for fixing the frame. Sample

and mock-up shall be approved by architect before execution.

60 Recessed manhole cover No. 29 12,793.00

Providing and fixing recessed manhole cover having capacity of 40T made with corrosion resistant

metal (GI) with clear opening 600mm x 600mm. Recessed manhole cover shall be with frame and

double seal system. Recessed manhole cover shall be with four side lifting arrangement with

minimal dimensions and two lifting keys. The cover shall be with proper drainage arrangement, if

cover to be used for softscape/ lawn area. Recess depth shall be as per adjoining development

material and as per approved shop drawing. The contractor shall submit a shop drawing of cover

with test certificate. Cover shall be installed in proper level as per adjoining surfaces.

61 Precast Perforated Drain Cover No. 20 2,111.00

Providing and placing in position factory made exposed concrete finish Precast RCC frame &

perforated cover on drains of size 600mm x 600mm x 100mm of approved make of footpath of

various sizes, of M-25 grade cement concrete for RCC work, including cost of moulding,

reinforcement, rendering, etc i.e. cost of transportation for all leads & lift, handling at site etc. all

complete (finish of precast element shall be upto the satisfaction of the engineer in charge &

Architect.) as per direction of Engineer-in-Charge. Sample and mockup shall be approved by

Architect before execution.

62 Providing and fixing FRC Heavy Duty (HD35) Man hole cover with frame 600mm x 600mm or No. 14 4,118.00

600mm dia clear opening with 100 x 2mm MS flat all-round, 16mm ø plain round bar for lifting the

cover & shall be fitted with plastic cups. On the upper periphery of frame 25 x 3 mm wide MS flat

with hot dip galvanizing shall be well embed in concrete to protect the edges of frame. Frame shall

be fixed with cement mortar or cement concrete as per site condition, as per drawing and as

directed by Engineer in charge. Sample shall be approved before execution.

63 Providing and fixing FRC Heavy Duty (HD35) Man hole cover with frame 900mm x 900mm or No. 7 9,925.00

900mm dia clear opening with 100 x 2mm MS flat all-round, 16mm ø plain round bar for lifting the

cover & shall be fitted with plastic cups. On the upper periphery of frame 25 x 3 mm wide MS flat

with hot dip galvanizing shall be well embed in concrete to protect the edges of frame. Frame shall

be fixed with cement mortar or cement concrete as per site condition, as per drawing and as

directed by Engineer in charge. Sample shall be approved before execution.

64 Hume pipe for Tree Pit Rmt 10 4,096.00

Providing and fixing RCC NP3 class hume pipe of 750mm internal dia. and required length in single

piece or two circular half for tree pit shall be placed in excavated pit as per drawing and as directed

by engineer in charge. Rate shall be inclusive of material, labour for cutting, excavation, placing in

position etc complete. After Execution of Tree pit, If it is filled with debries or C&D waste due to any

reason, It shall be removed without any extra cost before filling garden soil in tree pit. Tree pit shall

be filled with garden soil only however garden soil filling shall be paid in relevant tender item.

65 Supplying and fixing Cat Eye (Stimsonite) made out from Acrilo beautile sterine injuction high No. 30 375.00

compressed molding with reflector made of MMC (prismatic type of size 12cm x 6cm x 2.5cm) with

each unit for foxing. (High intensity grade).

66 Providing and applying 2.5 mm thick road marking strips (retro reflective) or graphic/ letter/ Sqm 277 367.00

arrows etc of specified shade/ colour using hot thermoplastic material by fully/ semi automatic

thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank

heater and profile shoe heater, driven by experienced operator on concrete/ tar road surface

including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and

foreign material etc. complete as per direction of Engineer-in-charge and accordance with

applicable specifications.

Signature of Bidder Page No.

BILL OF QUANTITIES

SUB SECTION

6.1 a CIVIL WORKS

Total Quantity

estimated but Unit Rate Total amount

estimated but Unit Rate Total amount

Sr. No. Description Unit

may be more (In Rs.) (In Rs.)

67 ACP sheet signage on Existing Pole/ New Pole for Vehicular Direction Signages: Sqm 50 8,305.00

Providing, making and fixing 4 mm thick ACP sign of any shape and size and of approved make to

be cut on CNC router cutting and smoothen all corners and edges. Matter shall be cut in 3M High

intensity prismatic Reflective vinyl ASTM Type 4 and paste on it as per design and detail and as per

manufacturer's specifications. UV stabilized lamination (exterior grade) shall be done on it. The ACP

sheet shall be fixed with clamp and angle on new or any type of Pole as per drawing. Content of

sign shall be letters (in any language), number, graphics/ maps, signs, arrows, etc. in any colour as

per design, drawing and approved by Architect and Engineer. All side of box shall be covered with

ACP sheet, but only one side elevation area shall be measured and paid in sqm. Cost of MS Pole,

MS framing and civil works shall be paid as per relevant tender items. The rate shall also include

cost of scaffolding, drilling, fabrication, finishing, adhesive material, back and sides plain cap sheet,

fixing charges, etc at all height and all lead. The contractor shall submit the drawings with as per

concept design and do the sampling and get it approved before execution.

68 Vinyl Stickers: Sqm 50 4,239.00

Providing, Cutting & pasting of vinyl stickers of approved make and shade with digitally printed

graphic/ letter as per design and as directed by engineer in charge. Pasting of vinyl must be

accurate as per the design on the approved size ACP without any kind of bubbles. The rate shall

also include cost of scaffolding, drilling, fabrication, finishing, adhesive material etc at all height and

all lead. Only out to out area elevation vinyl stickers shall be measured and paid in sqmt. The

contractor should submit the drawings based on concept design and do the sampling and get it

approval before execution.

69 SS Plate Signs : Sqm 50 45,746.00

Providing Making and fixing SS plate signs on 2mm thick ISI Brushed S.S. Grade 304 plate with

acid etching and duco painting. All plates will be made in CNC Water Jet Cutting, with all edges

smoothen and all corner to be cute round. Acid etching should be done 0.3mm deep and Use ICI

duco paint for colour infill of approved colour. The letters of made of Vinyl stickers. The font colour

shall be of as per drawing and specified by Architect. The plate will be fixed on wall with the stud/

fastener/ adhesive tape of 3M, jointing sealant as per design as per specification and approved by

Architect or Engineer in charge. The rate shall be inclusive of scaffolding, drilling, fasteners/

adhesive material etc. at all heights as directed by engineer in charge. Only elevation area shall be

measured and paid. The rate shall also include cost of scaffolding, drilling, fabrication, finishing,

adhesive material etc at all height and all lead. The contractor should submit the drawings based on

concept design and do the sampling and get it approval before execution.

70 Map Sign: Sqm 50 56,332.00

Providing, making and fixing Modular system signage of approved make system for Direction

Signs as per concept drawings. Modular sign using Aluminium extrusions (Alloy 6060) with

Anodizing (Thickness 15-20 microns) according to ISO:9001-2008 product with Premium grade

Anodizing as per Qualanod and Qualicoat International standards and warranty as per

manufacturer's specifications. Sections can be used to create totems upto 6m with variable depths

as per requirement. Providing, Making and fixing 4 mm thick ACP sign of any shape and size of

Flexi bond or as per approved make to be cut on CNC router cutting and make all corners and

edges smooth with matter and graphic as per the concept design and manufacturer's specifications.

Protective coating shall be applied over the surface of ACP. The Rate shall include all civil work

related to foundation, fixing and ACP with printed matter (both side), protective coating (both side),

co-sign profile, finishing good etc. for all height all level. Only one side elevation area shall be

measured and paid in sqmt. The contractor should submit the drawings based on concept design

and do the sampling and get it approved before mass production. The contractor shall submit the

drawings based on concept design and do the sampling and get it approval before execution.

71 Providing, laying and joining ISI Marked (Conforming to IS 458) RCC NP3 Hume pipe of various

diameter with socket spigot joint with "O" ring. Rate shall also include freight, taxes, insurance,

laying, jointing, testing , as per site condition etc.complete and as instructed by Engineer in charge.

a) 150 mm dia

b) 300 mm dia

c) 450 mm dia

d) 600 mm dia

e) 750 mm dia

f) 900 mm dia

g) 1000 mm dia

h) 1200 mm dia

72 Providing, laying and joining ISI Marked (Conforming to IS 458) RCC NP4 Hume pipe of various

diameter with socket spigot joint with "O" ring. Rate shall also include freight, taxes, insurance,

laying, jointing, testing , as per site condition etc.complete and as instructed by Engineer in charge.

a) 300 mm dia

b) 450 mm dia

Signature of Bidder Page No.

BILL OF QUANTITIES

SUB SECTION

6.1 a CIVIL WORKS

Total Quantity

estimated but Unit Rate Total amount

estimated but Unit Rate Total amount

Sr. No. Description Unit

may be more (In Rs.) (In Rs.)

c) 600 mm dia

d) 900 mm dia

e) 1000 mm dia

f) 1200 mm dia

Providing and fixing FRP steps of size 500 mm x 150 mm x 25 mm including fixing in manholes

with cement concrete block or grouting, curing etc complete as per design and as directed by

Engineer in charge.

74 Tree pit cover Nos 10 4,999.00

Providing and fixing tree pit cover around the tree pit, made of FRP Tree pit cover block shall be in

two/four halves of size approximately up to - 1.2 Mt dia, including casting the cover in pattern and

cut outs as per drawing and as per the architect in charge, transporting, fixing, etc., complete as

directed by Engineer in charge. The rate shall also include for erecting and fixing the pieces in

position as shown in the drawing with necessary equipments without any damage.

(Sample shall be prepared by contractor for approval of architect before mass execution)

75 Granite Stone - 40mm thick - For Paving/ Flooring Sqm 385 4,596.00

Providing and laying 40 mm thick Granite stone of any type, any finished i.e. polished,river wash,

flamed finish, leather finish, linen finish, sandblasted finish or similar finish in any shade (uniform),

any size and any shape for flooring, otta, pavement, copping, tread of stair, Riser of stairsimilar

works etc in required design and patterns as per the drawings, laid over average 40 mm thick

cement mortar 1:4 (1 cement : 4 sand) bedding, side buttered with cement mortar 1:2 (1 cement :

sand) including provision of groove of minimum 5mm size(if required as per design intent, pointing,

finishing and filling the grooves with cement mortar and matching pigment as sample approved,

including curing and cleaning with wire brush to remove excess cement on the sides of stone up to

the satisfaction of the Architect and Engineer-in-charges etc. Granite shall be used in single

possible length for tread/riser of stair. No mortar is to be visible on the surface. Sample shall be

approved before execution. If required, additional mechanical clamp shall be fixed if granite is

required to fix vertically for stability purpose without any extra cost. exposed edge of stone shall be

with rubbing and polishing and champharing/ making pencil corner if required, rounded corner

treatment in even thickness and finished same as slab finish as per drawing and as approved and

directed by Engineer in charge

Rate shall be inclusive of granite (as per approved sample), fixed with cement mortar bedding,

cement slurry, matching pigment, all labour etc complete.

Granite stones - for dado/cladding//wall lining etc.

Providing and laying granite stones of specified thickness, specified finish, of any shade (uniform),

any size, and any shape for cladding, dado, pillars, wall lining, etc. as per the drawings, laid in any

pattern, fixed on any type of leveled surface with minimum 6mm thick stone fixing adhesive as per

IS-15477 of an approved, make and joined with grooves or without grooves, with grey/white cement

slurry mixed with a pigment to match the shade of the slabs, including finishing, rubbing, cleaning,

protection, scaffolding, wastage, curing and polishing, etc. all complete, for all levels, all floors, all

heights, and as directed by the Engineer-in-Charge. The length/width of stones for the dado shall

be as per the design to match the joint and pattern of the flooring as per the drawing. The exposed

edges of the granite stones shall be pencil-cornered and polished the same as the slab.

The rate shall be inclusive of granite (as per the approved sample), adhesive for fixing, cement

slurry, matching pigment, all labour, etc. all complete, but excluding cement mortar plaster/backing

coat and filling with epoxy grout (if required as per the drawing) which shall be payable under

relevant Tender items. The Contractor shall arrange loose samples for approval from the Engineer-

in-Charge before mass execution.

The actual laid area of the granite stones shall be measured for payment without considering any

76 40 mm thick polished granite stones Sqm 166 4,781.00

77 Rolling Shutter Sqm 13 6,248.00

Supplying and fixing rolling shutters of an approved make, made of 80x1.25 mm M.S. laths with a

1.25 mm thick top cover, interlocked together along their entire length and jointed at the ends with

end locks, mounted on a specially designed pipe shaft with brackets, side guides, and

arrangements for inside and outside locking, operated with push and pull operation. This includes

the cost of providing and fixing necessary 27.5 cm long wire springs made from high tensile steel

wire conforming to IS: 4454 - Part 1 and M.S. top cover of required thickness including providing

mechanical device chain and crank operation for operating the rolling shutter.

Additionally, provision is made for grilled rolling shutters manufactured from 8 mm diameter M.S.

bars instead of laths, as per the design approved by the Engineer-in-charge (the area of the grill

equals the width of the shutter and the required height). The rate shall include epoxy primer and PU

paint of an approved make and shade, applied to both sides as per the manufacturer's

specifications, along with the guide channel and hood cover of the rolling shutter.

Out-to-out dimensions of the shutter, including the guide channel and hood cover, shall be

measured for payment.

Signature of Bidder Page No.

BILL OF QUANTITIES

SUB SECTION

6.1 a CIVIL WORKS

Total Quantity

estimated but Unit Rate Total amount

estimated but Unit Rate Total amount

Sr. No. Description Unit

may be more (In Rs.) (In Rs.)

78 Welded mesh Fencing Sqm 100 2,393.00

Providing and fixing modular Vandal proof welded mesh fencing system with approximate mesh size

50 x 200 and minimum 4.5 mm wire thickness etc. all complete for all leads and lifts, all

heights/depths, as per drawing/design including openable door/gate with same design intent and as

directed by Engineer-Incharge along with as mentioned below :

• Height of fencing as per drawing and vendor specification.

• Fencing shall be with as per approved color from architect and the engineer in charge.

• Poles: required size of MS pipe (Vertical pole) shall be installed at spacing as per drawing/design

intent and vendor specification.

• 1 coat Primer 2 coats of PU paint of approved shade.

• MS poles shall be fixed in ground with required civil work.

Stability of fencing shall be responsibility of contractor.

Elevation area of fencing shall be measured for payment including openable gate. civil works will be

paid under their respective Tender items.

79 Pebble Wash flooring Sqm 887 3,237.00

Providing, supplying, laying and finishing self-levelling type factory premixed Pebble Wash flooring

aggregates, laid over prepared base, complete as per manufacturer’s specifications and directions

of Engineer-in-Charge. The item shall include washing, scrubbing and exposing of aggregates

uniformly to achieve the required finish, curing, and application of specified UV-resistant water-

based AcrySeal sealant to protect the surface, complete. The rate shall also include all materials,

labour, tools & plants, surface preparation, mixing, laying, levelling, finishing, cleaning, curing,

suitably fitting of aluminum divider Strips, scaffolding if required, and all leads and lifts, complete.

The product used shall comply with sustainability requirements and shall be certified as a Green

Product by CII (Confederation of Indian Industry). Complete as per the specifications and directions

of the Engineer-in-Charge.

80 WPC Plank flooring: Sqm 32 3,345.00

Providing and fixing 23 to 25mm thick wpc plank flooring of an approved type, any shade and of an

approved make, in required pattern and as per the manufacture’s specifications, conforming to

ASTM D 570, ASTM D 1894, ASTM D 256, ASTM D 790, ASTM D 1525, ASTM D 648, ISO

IS 14887:2000. The wpc planks shall be made of Wood Plastic Composite (WPC) Panels made

from 55%, Wood 35% High grade polymer (HDPE) and 10% Additives like bonding stabilizer as per

manufacturer specification, UV stabilizer etc on boardwalk, It should be weatherproof and suitable to

be used in outdoor spaces with temperature ranging between - 40 ˚C to 60 ˚C. WPC decking

section should have bulk density of 1.2 g/cm3. Wood Polymer Composites products must be

certified as GREEN PRODUCT by IGBC. WPC plank flooring installation by approved aaplicator

Rate shall be inclusive of all the accessories like edge strip, joining strip, quarter strip, molding strip,

end strip, corner strip, etc. required as per design. The gaps to be covered with the help of

accessories etc., finished in all respects as per the manufacturer's specifications. complete for all

floors, all level, all height as directed by the engineer in charge. The rate shall be inclusive of

making any cut-out for services, matching floor cover over cut outs etc., complete.The Contractor

shall get approval of a sample and pattern and prepare the sample, get approved by the Engineer in

charge before execution of work. The architect and the Engineer in charge reserve the right to

reject part or all work of substandard or not in confirmation to the approved sample as per mock-up.

The total execution method shall be as per the manufacturer's specification and approved by the

Architect and Engineer in charge. The area of laid wpc panel flooring system shall be measured for

payment without considering any wastage and no seprate payment to be made for any kind of

accessories.

Total Carried Over to Summary

10 DISMANTLING WORKS

1) The method of demolition work shall be approved by the Engineer-in-charge before execution of

2) Demolition work shall be carried out by any means and as per approved method without

damaging adjoining elements/ building and any building/ campus property.

3) The rate includes all necessary machinery, labour, tools, and tackles for the dismantling of

specified elements in any condition, by any means, etc. complete as directed by the Engineer-in-

charge including disposing of serviceable material within the campus and unserviceable material

outside the campus for all lead and lift at the non-objectional place as directed by Engineer-in-

81 Dismantling of existing plain concrete work of any grade and any type, using either mechanical Cum 125 609.00

or manual methods, as advised by the Engineer-in-Charge. This includes providing necessary tools,

plant, and scaffolding where required. The work involves sorting the dismantled material, disposing

of unserviceable material at an approved location, and stacking serviceable material with all

necessary all lifts and all leads, as directed by the Engineer-in-Charge.

The volume of the existing plain concrete work shall be measured for payment before the

dismantling commences. The method for calculating the volume for payment shall be approved by

the Engineer-in-Charge.

82 Dismantling of existing reinforced cement concrete (RCC) work of any grade and any type, using Cum 250 1,057.00

mechanical or manual methods as advised by the Engineer-in-Charge. This includes cutting

reinforcement, and providing necessary tools, plant, and scaffolding. The work also involves sorting

the dismantled material, disposing of unserviceable material at an approved location, and stacking

the serviceable material with all necessary all lifts and all leads, as directed by the Engineer-in-

The volume of the existing RCC work shall be measured for payment before the dismantling begins.

The method for calculating the volume for payment shall be approved by the Engineer-in-Charge.

Signature of Bidder Page No.

BILL OF QUANTITIES

SUB SECTION

6.1 a CIVIL WORKS

Total Quantity

estimated but Unit Rate Total amount

estimated but Unit Rate Total amount

Sr. No. Description Unit

may be more (In Rs.) (In Rs.)

83 Dismantling of existing masonry work of any type, while preserving the integrity of any existing Cum 50 550.00

brickwork, regardless of thickness, plaster, or wall lining, using the necessary tools, plant, and

scaffolding. The work includes sorting the dismantled material, disposing of unserviceable material

at an approved location, and stacking the serviceable material with all required all lifts and all leads,

as directed by the Engineer-in-Charge.

The volume of the existing masonry work shall be measured for payment before dismantling begins.

The method for calculating the volume for payment shall be approved by the Engineer-in-Charge.

84 Dismantling of existing metalworks / Steel Structures at all levels, including dismantling, Kg. 50 3.00

cutting, and dismembering all structural elements by any means, as suggested by the Engineer-in-

Charge. This includes earthwork, base concrete, and reinstating the disturbed ground. The work

involves stacking useful materials and disposing of unserviceable materials at an approved location,

including all necessary leads and all lifts, as directed by the Engineer-in-Charge.

The weight of the dismantled steel members shall be measured for payment. The method for

calculating the weight of the steel for payment shall be approved by the Engineer-in-Charge.

85 Removal of existing kerb stones of any type, any size, or any thickness, including the removal Rmt 429 38.00

of the kerb with base PCC. This work involves excavation, backfilling, and reinstating the disturbed

area. The serviceable material shall be stacked, and unserviceable material disposed of at an

approved location, including all necessary lifts and all leads, as directed by the Engineer-in-Charge.

The length of the existing kerb to be removed shall be measured for payment before the dismantling

begins. The method for calculating the length for payment shall be approved by the Engineer-in-

86 Dismantling or removal of tiled, paved floors, stone floors, including all required sub-layers and Sqm 50 47.00

stones from door jambs, windows, ventilation openings, wall tiles, dado, etc. This includes any

necessary earthwork and backing coat mortar. The work involves disposing of unserviceable

material at an approved location with all necessary lifts and all leads, and stacking serviceable

material, including loading and unloading for all required leads and lifts, as directed by the Engineer-

in-Charge.

The area of the existing flooring/dado shall be measured for payment before the dismantling begins.

The method for calculating the area for payment shall be approved by the Engineer-in-Charge.

87 Dismantling/ removing any services type of pipe lines of any dia up to any depth by any Rmt 50 233.00

means as suggested by Engineer in charge including excavation, removing of pipe, back filling,

watering, compaction, including tools, plants, all types of accessories and scaffolding wherever

necessary, disposal unserviceable material with all lifts and up to any lead at non objectional place

and stacking the serviceable material including loading, unloading for all lead and lift and as directed

by Engineer-in-charge.

88 Dismantling/ Excavation of asphalt pavement Sqm 50 589.00

Excavation of asphalt pavement/ concrete pavement by any means including demolishing of asphalt

carpet/ concrete surface, including all sub layer, disposal all material for all lead and lift as directed

by Engineer in charge.

a) upto 0.60m thickness

The area of the existing pavement shall be measured for payment before the dismantling begins.

The method for calculating the area for payment shall be approved by the Engineer-in-Charge.

Total Carried Over to Summary

11 Miscellaneous Works

89 Core cutting :

Providing and wet drilling accurate and clean holes of specified diameter in RCC walls, slabs, beam

or any other RCC member without vibration by core cutting (diamond drilling) machine of approved

make for laying service lines including scaffolding, safety majors, disposing the debris, cleaning,

making good, providing epoxy mortar/ micro concrete/ patch repair mortar for concrete for grouting

the gaps around the pipes for all levels/ all height, after approval and as per instruction of engineer

in charge etc compete. Measurement shall be taken for the depth of holes in running meter for

specified diameter. Holes shall made by authorized approved agency. Scanning of reinforcement

shall be carried out before core cutting if required and as instructed by Engineer in charge.

a) holes upto & from 52 to 77 mm dia.

b) holes from 77 to 102 mm dia.

c) holes from 102 to 125 mm dia.

d) holes from 125 to 152 mm dia.

e) holes from 152 to 202 mm dia.

f) holes from 202 to 250 mm dia.

g) holes from 250 to 350 mm dia.

Signature of Bidder Page No.

BILL OF QUANTITIES

SUB SECTION

6.1 a CIVIL WORKS

Total Quantity

estimated but Unit Rate Total amount

estimated but Unit Rate Total amount

Sr. No. Description Unit

may be more (In Rs.) (In Rs.)

90 Chemical Anchor:

Supplying, Drilling/ Cleaning hole and injecting grouting chemical with the help of dispenser, into a

hole of dia & depth as per manufacturer/ structural consultant's specification and fixing rebar of the

required diameter subsequently. Fixing methodology shall be followed as per manufacturer’s

guidelines. Steel will be paid under relevant item. Manufacturer to submit Rebar Depth Calculation

based on design loads & other parameters as provided by consultant and in accordance with EOTA-

TR-023/029 “guidelines for post installed rebar connections” for approval. Rate shall be inclusive of

all material, labour, necessary scaffolding etc complete for all height as directed by engineer in

91 Rebaring :

Providing material and labour for Drilling/ Cleaning hole and injecting grouting chemical with the help

of dispenser, into a hole as per manufacturer/ structural consultant's specification and fixing rebar of

the required diameter subsequently. Fixing methodology shall be followed as per manufacturer’s

guidelines. Steel will be paid under relevant item. Manufacture to submit Rebar Depth Calculation

based on design loads & other parameters as provided by consultant and in accordance with EOTA-

TR-023/029 “guidelines for post installed rebar connections” for approval. Rate shall be inclusive of

all material, labour, necessary scaffolding etc complete for all floors, all height as directed by

engineer in charge.

a) hole of dia 8mm and depth min 120mm

b) hole of dia 10mm and depth min 150mm

c) hole of dia 12mm and depth min 180mm

d) hole of dia 16mm and depth min 240mm

Total Carried Over to Summary

TOTAL OF SUB SECTION 6.1 a CIVIL WORKS

Signature of Bidder Page No.

BILL OF QUANTITIES

SUB SECTION

6.1 b ELECTRICAL WORKS

Total Quantity

Sr. estimated but Unit Rate Total amount

Sr. estimated but Unit Rate Total amount

Description Unit

No. may be more (In Rs.) (In Rs.)

ELECTRICAL WORKS

1) For more detailed description of any material or item contained in the BOQ, please refer

Electrical Works Specifications. If the detailed specs for a particular item is not contained

in the Part-II technical specification, the description given in the BOQ shall have to be

2) All items mentioned in the tender shall be executed as per the instruction and direction

of Engineer-in-charge.

6.0 Panels_Section Feeder Pillar ( Outdoor Type A )

1 6.1 Supplying, unloading at site, shifting to site, assembling, leveling, grouting, erecting, Testing, No. 1 83,163

& Commissioning double compartmentalized Double door type section feeder piller with IP

protection & should be powder coated fabricated from 14 Guage CRCA sheet & folded channel

totally enclosed cubical type with pad lock arrangment. The successful tenderer will have to

prepare general arrangement with dimensions (refering the typical elevation drawing provided) &

get it approve through Architect/ Consultant. All civil work including RCC platform for section pillar

should be in scope of Electrical contractor complete in all respect as per detail drawing and

directed by engineer incharge.

(As per attached Single line diagram)

Space Provision For Supply Co' Energy meter in section feeder piller.

Main Panels

SITC OF following type of panels made from CPRI and ISO approved panel builder scope include

unloading panel, shifting at required location checking and fixing of lose parts wire etc panel

2 made as per SLD and given approved make list No. 1 1,45,188

main power panel

(Approx 1500 x 2000mm x 450 Depth)

Covering of cable with second class bricks or cement tiles laid cover the cable crosswise & also

on both sides with covering of 7. 5 Cms. layer of sand above & below cable (16 bricks per meter)

Drilling the road without breaking the road surface (Asphalt) for laying of cable for feeding power

supply by making up to following size of holes at both ends complete.

(B) Up to 150 mm bore dia

Supply, testing and Laying XLPE steel wire/flat armoured cable of 1100 V grade of Aluminum /

Copper Conductor of following sizes in ready made trench or mounted on wall with necessary

clamping arrangement or in pre-laid RCC HUME/DWC pipe with necessary cable identification

5 mark to be provided at distance of 10 mt. The vertical cable on wall shall be drawn in prelaid -

conduit for vertical mechanical support.(" property of SRFDCL" to be embosed on above

1000mtr length. Contractor needs to take care of the same while placing order. )

(E) 3 1/2 core 95 Sq. mm ( 50 Sq. mm 1/2 core)

(C) 3 1/2 core 50 Sq. mm ( 25 Sq.1/2 mm core)

25 Sq.mm x 4 C Al. XLPE ARM Cable

16 Sq.mm x 4 C Al. XLPE ARM Cable

10 Sq.mm x 4 C Al. XLPE ARM Cable

6Sq.mm x 4 C Al. XLPE ARM Cable

3 core 2.5 Sq. mm CU. unarmoured Cable

Cable Gland:

Providing and, fixing heavy duty flange type brass cable gland with rubber ring for PVC insulated

13 armoured cable complete with out going tails, insulating tape etc for following size of cables. -

(D) 3 & 1/2 core 95 Sq. mm

(B) 3 & 1/2 core 35/50 Sq. mm

(E) 2 to 4 core 25 Sq. mm

(D) 2 to 4 core 16 Sq. mm

(C) 2 to 4 core 10 Sq. mm

(B) 2 to 4 core 6 Sq. mm

(A) 2 to 4 core 2.5 / 4 Sq. mm

Supply & Making Joints of Solder less crimping type Aluminium lugs connecting the same to

various SFP's/ PP/ Poles/Switch Gear etc. conforming to IS suitable for cable of following size

21 evenly crimped with high pressure tool with brass/cadmium plated nut bolts in an approved -

Signature of Bidder Page No.

BILL OF QUANTITIES

SUB SECTION

6.1 b ELECTRICAL WORKS

Total Quantity

Sr. estimated but Unit Rate Total amount

Sr. estimated but Unit Rate Total amount

Description Unit

No. may be more (In Rs.) (In Rs.)

Providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI marked stranded

Copper conductor wire in following type of pipe to be erected concealed in /flushed on

27 wall/ceiling, with 1.5 sq. mm copper conductor FRLS PVC insulated stranded wire of green colour Rmt 100 62

for earth continuity of following size

(A) With medium class Rigid PVC pipe and accessories

(a) 2 wire 1.5 sq. mm

Providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI marked stranded

Copper conductor wire in following type of pipe to be erected concealed in /flushed on

wall/ceiling, with 1.5 sq. mm copper conductor FRLS PVC insulated stranded wire of green colour

28 for earth continuity of following size Rmt 100 82

(A) With medium class Rigid PVC pipe and accessories

(b) 2 wire 2.5 sq. mm

providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI marked stranded

Copper conductor wire in following type of pipe to be erected in / on wall / ceiling with 2.5 sq. mm

29 copper conductor FRLS PVC insulated stranded wire of green colour for earth continuity of Rmt 240 111

following size

(a) 2 wire 4 sq. mm

providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI marked stranded

Copper conductor wire in following type of pipe to be erected in / on wall / ceiling with 2.5 sq. mm

copper conductor FRLS PVC insulated stranded wire of green colour for earth continuity of

30 following size Rmt 50 232

(B) with 16 swg HGS metal conduit pipe and accessories painted black.

(g) 4 wire 4 sq. mm

providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI marked stranded

Copper conductor wire in following type of pipe to be erected in / on wall / ceiling with 2.5 sq. mm

copper conductor FRLS PVC insulated stranded wire of green colour for earth continuity of

31 following size Rmt 240 325

(B) with 16 swg HGS metal conduit pipe and accessories painted black.

(h) 4 wire 6 sq. mm

Fabrication

Supplying , fabricating and installation of various sizes MS race way / junction

boxes/clamps/hangers / enclosure for light fixtures/ for cable trays etc. made out of 14 gauge

sheet/Angle/Flat/rod/ channel/box section etc with all necessary accessories like bend, junction

32 boxes, coupler, supporting clamps, elbows, hardware, anchor fasteners complete with Cutting, KG. 150 77

welding, grinding, finishing necessory grouting,cementing, plastering etc.. All the necessary

fabrication required will be included in the scope of contractor. Scope also includes two coat of

primer and two coat of paining of each items on all the sides complete in all respect as instructed

by Architect / project in charge.

Supplying & erecting earth pit of minimum bore dia.150mm size approved make Earthing

Electrode consisting Pipe-in-Pipe Technology as per IS 3043-1987 made of corrosion free hot

dipped G.I.Pipes having Outer pipe dia of 50mm having 80-200 Micron galvanising, Inner pipe

dia of 25 mm having 200-250 Micron galvanising, connection terminal dia of 12mm with constant

ohmic value surrounded by highly conductive compound with high charge dissipation suitable for

following type of applications with chamber and heavy duty cover.(approved make OEM has to

submit test certificate) & having back filling compound of (B) Inner chemical (CCM Compound)-

Resistivity:- 0.2 / meter testing as per IEC 62561-2017, Voltage drop:- < 1 volt at no load & dry

form, Sulphar content:- <2%(C) Back fill Compound :- Earthing compound should be capable to

retain moisture for long time Necessary test report must be submitted..

(c) For Electrical Installation covering Transformer Neutrals, Lightning arrester Earthing,

A.C.Plant & Sensitive Computer System(like Automation, SCADA) i.e independent Earthing in

normal soil.

Length of Pipe : 3.00 mtrs

Back filling Compound :2 nos Bags of 25 Kg.

Earth wire/strips :

Supply and laying HOT dip GI. earthing required size strips for interconnecting the earthing

stations, panels, DB's etc. in built up trenches, on walls/ceiling, buried in ground generally as

specified and shown on drawings complete with :

34 a) Fixing accessories. KG. 186 77

b) Corrosion protection of buried conductors with bituminous coating and covered with PVC

25 x 3 mm GI. strip

Providing and erecting HOT deep Galvanised iron strip wire 8 to 16 SWG

Earth Link : 25mm x 6 mm 1ft Long GI.earth link fixed by necessary screws on wall.

Signature of Bidder Page No.

BILL OF QUANTITIES

SUB SECTION

6.1 b ELECTRICAL WORKS

Total Quantity

Sr. estimated but Unit Rate Total amount

Sr. estimated but Unit Rate Total amount

Description Unit

No. may be more (In Rs.) (In Rs.)

Miscellaneous

Providing and erecting ISI mark Medium class RIGID PVC PIPES of following size complete to be

erected on/in wall or ceiling erected with necessary PVC fittings & Junction boxes fixed with

37 adhesive solution & Clamps with following dia of pipes, in approved manner as directed. Rmt 100 33

Providing & laying approved make ISI marked Rigid PVC pipe having 6Kg / cm2 (Class-3) to be

erected at road crossing on or floor as directed for laying of cable. The pipes as following size of

40 dia & weight per 6 mtr. Rmt 25 69

(B) 50 mm inner Dia. (2.5Kg/6RMT)

Providing & laying approved make Double walled corrugated pipes (DWC) of

41 polyethylene(conforming to IS 14930 II )with necessary connecting accessories of same material -

at required depth in existing trench for laying of cable. below ground / road surface for

enclosing cable. Including excavation and back filling (if required)

(D) 120 MM OD DWC Pipe

(C) 90 MM OD DWC Pipe

(A) 50 MM OD DWC Pipe

Scope includes Follow Up with all the local power supply co, Local Gas company, telecom

company, local goverment dept., any kind of AMC department , Environment Dept. etc. for

getting approval for handing over the site for succesfull installation. followup with local supply co.

for getting supply to various Section Pillar. The scope also covers lying of L.T. cable from Section

45 Pillar to company's cut-out. This also covers to obtain any permission required for road crossing LOT 1 25,000

from any authority (if required), Filling the necessary application to supply co., following up and

getting the supply filling the necessary test report to the supply co. All official fees shall be paid by

client on presentation of documentary proof and all other out of pocket expenses shall be of

contractor.

DISTRIBUTION BOARD

Providing and erecting Sheet Steel powder coated MCB distribution board - flush / surface

mounted fitted with busbar, neutral link, earth bar and DIN rail, Conforms to IS 8623-1 & 3, IEC

46 61439-1 & 3 without MCB to house appropriate nos. of MCBs.(The DBs should be used of same No. 2 696

company of MCB to be used) suitable for

(a) single door (IP-30)

(iii)8 way

Providing and erecting Sheet Steel powder coated MCB distribution board - flush / surface

mounted fitted with busbar, neutral link, earth bar and DIN rail, Conforms to IS 8623-1 & 3, IEC

61439-1 & 3 without MCB to house appropriate nos. of MCBs.(The DBs should be used of same

company of MCB to be used) suitable for

47 (B) three phase incoming and single phase horizontal type outgoing Per phase isolation type No. 2 3,379

(b) sheet steel double door

(iii)8 way

MCB 's and its Accessories

Providing & erecting 415V MCB Four Pole Switch for Lighting Load (B curve) having 10KA

48 breaking capacity & confirms to IS :8828 in existing box having following capacity No. 2 590

(a) 6 to 32 Amp. (III)

providing and erecting Approved make RCCBs conforming to IS: 12640 and having sensitivity of

30 mA and Short Circuit withstand capacity of 10 KA and suitable for operation on single phase

240 V,50Hz. having characteristic of quick action & tripping with all advance feature & do not

49 incorporate any electronic component. for following Max. rating erected as directed No. 6 1,950

(i) 25 Amps.DP

Supplying & erecting approved make RCCB + MCB (Electro magnetic type only) working on

residual current device having 10 KA short circuit breaking capacity and 30 mAmp. Sensitivity &

30 mili sec. tripping time conforming to IS 12640 test knob facility trip free mechanism operating

50 for rated leakage at nominal ten volt, complete erected including all materials lugs screws etc. No. 2 1,798

completed.

[a] 6A / 10A / 16A / 20A / 25A 2 pole single phase

providing and erecting Miniature circuit breaker single pole 6A to 25A suitable to operate on

V A.C. system and having breaking capacity 10 KA to be erected in existing box. confirming to IS

8828/1996 with ISI Mark (Cat.III)

Signature of Bidder Page No.

BILL OF QUANTITIES

SUB SECTION

6.1 b ELECTRICAL WORKS

Total Quantity

Sr. estimated but Unit Rate Total amount

Sr. estimated but Unit Rate Total amount

Description Unit

No. may be more (In Rs.) (In Rs.)

Point wiring for Light / Bell with 2-1.5 sq.mm & earth wire of 1.5 sq.mm (Green) both are of ISI

marked 1.1 KV grade FRLS PVC insulated multi strand copper wires up to 10 mtr length , in

below type of pipe erected with 6A Modular type switch / bell push & accessories and earth

continuity of following type, erected on PVC / Metallic/Wooden box, single mounting base frame

covered with textured/metallic/white front plate modules erected on / in wall / ceiling as per pipe

52 erected, with necessary Lamp holder/ceiling rose / H.D.Connector as directed. No. 8 481

(f) with medium class Rigid PVC pipe and accessories erected concealed in wall/ceiling

complete Cat. III

Point wiring for Tissino / Modular secondary light point with 2-1.5 sq.mm & earth wire of

sq.mm (green) both are of ISI marked 1.1 KV grade FRLS PVC insulated multi strand copper

wires, in below type of pipe to be erected complete with earth continuity and necessary

connection with primary light with accessories erected on Metal / PVC / wooden box covered

53 with 3 mm thick PC(Polycarbonate) / Acrylic sheet for open / concealed wiring. with necessary No. 8 166

Lamp holder / ceiling rose / H.D.Connector as directed.

Note:- Maximum up to 6 mtrs length, excess will be considered as Mains for Secondary Point.

(f) with medium class Rigid PVC pipe and accessories erected concealed in wall/ceiling

complete Cat. III

Point wiring for FAN with 2-1.5 sq.mm & earth wire of 1.5 sq.mm (Green) both are of .ISI marked

1.1 KV Grade FRLS PVC insulated multi strand copper wires up to 10 mtr length, in below type

of pipe erected with 6A Modular type switch and hum free EME four or more step type electronic

fan regulator with separately mounted and accessories with earth continuity of following type

erected on PVC / Metallic/Wooden box, single mounting base frame covered with

textured/metallic/white front plate modules erected on / in wall / ceiling as per pipe erected. with

necessary ceiling rose / H.D.Connector as directed.

(f) with medium class Rigid PVC pipe and accessories erected concealed in wall/ceiling

complete Cat. III

Point wiring for Individual Plug with & earth wire of 1.5 sq.mm (Green) both are of ISI marked

KV grade FRLS PVC insulated multi strand copper wires up to 10 mtr length, in below type of

pipe erected complete with Modular type switch & 5 pin Plug erected on PVC / Metallic/Wooden

55 box covered with appropriate front plate modules erected on / in wall / ceiling as per pipe erected No. 8 505

with following type of accessories. [I] For 6A Plug and 6 a switch with 2-1.5 sq.mm Cu. Wire from

nearby switchboard/mcb db board (f) with medium class Rigid PVC pipe and accessories

erected concealed in wall/ceiling complete Cat. III

[III] For 16A Plug and 16 amp switch with 2-4 sq.mm Cu. Wire with 2.5 sq.mm ( green) earthing

wire from mcb db board. (f) with medium class Rigid PVC pipe and accessories erected

concealed in wall/ceiling complete Cat. III

Point wiring for on board Looped Plug with 6A Modular type switch & 5 pin socket erected on

PVC / Metallic/Wooden box, single mounting base frame covered with textured / metallic/white

front plate modules erected on / in wall / ceiling with following type accessories. Cat. III

13.0 Light Fixtures & Fans:

Supplying, erecting, connecting, testing and commissioning of Following type LED Light Fixture

with all necessary Hardware, Internal Wiring with Lamp,Ballast etc. all required accessories

Complete in all respect.

Any kind of LED Light fixture with basic rate Rs.1500 Type A

Any kind of LED Light fixture with basic rate Rs.3000 Type B

Supply, Installation, Testing and Commissioning of suitable sweep, BEE 5 Star rated, Ceiling fan

with Brush Less Direct Current (BLDC) permanent ferrite magnet Motor, class of insulation: B,

Rust free 3 nos.Aluminium blades, 2 nos. canopies, shackle kit with earthing provision, copper

winding, Power factor not < 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum

215 CMM, 350 RPM,230v (tolerance as per IS : 374-2019), THD < 10%, with remote unit for

60 Speed Control and all remaining accessories including safety pin, nut bolts, washers, No. 4 2,857

temperature rise = 75 degree C (Max.), suitable for 140 to 285 Voltage and rectifier circuit with

surge, over current and overload protection , 50 Hz, Single phase AC Supply, earthing etc.

Complete as required.[ Make shall be approved by Engineer in Charge]

(B) 1200 mm Sweep (48")

Supplying & erecting approved make low noise decorative exhaust fan having square frame ABS

body with inbuilt lowers & square frame.

250mm with 1350 RPM Cat.II

Signature of Bidder Page No.

BILL OF QUANTITIES

SUB SECTION

6.1 b ELECTRICAL WORKS

Total Quantity

Sr. estimated but Unit Rate Total amount

Sr. estimated but Unit Rate Total amount

Description Unit

No. may be more (In Rs.) (In Rs.)

External Lighting

Post top lantern

Supply, erecting,testing, commissioning of 4 Mtr. GI pole of 139 X 4.00 mm thk. With 400 X

mm round flange with integral type junction box with necessasory reducer / coupler for fixing of

light fixtures (post top lantern) & Hinged access door with allen key & gasket require to access

the integral junction box, with one coat of zinc oxide complete in all respect as per Drawing. Rate

shall be including PU paint of shade as per drawing or as directed by Architect and rate shall be

inclusive of RCC foundation work with earthing complete in all respect as per requirement as per

site condition with cost of the chemical grouted Anchor fastener/foundation bolt and spiral

earthing approx 2 mtr length of GI wire. (Sample to be approved)

1) integrated junction box having with necessary 6 way connector, 1 No. / 2 Nos. 2A SP MCB with

62 din rail No. 26 23,892

channel, 8mm thk. Hylem sheet, 12x2 mm thk. GI Patti Clamp, with necessary required

hardware, necessary welding & Fabrication work (if required) complete in all respect.

2) 40 mm diameter GI pipe for each cable entry .

3) Wiring up to the light fixture from the junction box using 3nos. x 1.5 sq.mm.flexible FRLS

copper wires of specified make for each fixture.

4) Concrete foundationwith base plate.

5) Excavation for erection of poles as per drawing complete in all respect.

6) Pole Numbering to be carried out by contractor as instructed by Site in charge as per Client's

requirement.

SITC of Decorative Light Fixture (45 Watt approx)- LED Decorative Post Top type of Luminaires,

Symmetric/Assymetric BIS approved ( alongwith BIS certification of model streetlight family

confirming to IS 10322/IEC60598 & LM79 parameters as per tender specs),.Body of the fixture

must be in two parts and fixture opening of the fixture is from front side for the ease of operation .

The protector is made of single piece injection moulded polycarbonate with thickness of 3 mm.

Protector grade with UV resistant IK 09 ( Confirmed by IEC60598 report from Third party NABL

approved lab) . ring Permanently sealed optical compartment with IP66 protection.( Confirmed

by IEC60598 report from Third party NABL approved lab). Luminaire offers tool free access to

gear compartment with IP65 protection( Confirmed by IEC60598 report from Third party NABL

approved lab) .Minimum Luminaire dimensions of approx 545* 550 mm. Luminaire can be

installed as a suspended luminaire with 1 inch BSP stainless steel pipe with 2 chuck nuts is

provided..The luminaire must be provided with Air vent plug in optical compartment.The luminaire

is equipped with PC lenses with wide photometry for increased pole spacing. The luminaire is

63 provided with disconnector to avoid electrical shocks. Easy access to control gear compartment No. 26 39,244

by opening special draw latch with zinc plated material and hinge kind of arrangement. Fixture is

having external surge protection of 10KV. Electronic driver is having power factor>0.90*,

THD<15*%, CRI>70 and input voltage range from 120-227V AC at 50Hz. system efficacy of

minimum 120 lm/watt for frosted protector (Confirmed by LM79 report from Third party NABL

approved lab) in CCT range of 4000K as per ANSI. presented with Dialux report and IES file of

the luminaire System life of 50000 burning hours with 70% of initial lumens maintainedLuminaire

is suitable for operating temperature (Ta) from -10° to 50°C. Driver can withstand 320V AC for

hours and 440 V AC for 8 hours., Equivalent to keselec make Porto-NU-45 watt ,IP66 ,IK09

LM/watt @ 4000k-Post top version or similar to other OEM standards.

SITC of Any kind of LED Street Light Fixtures type - C ( with Basic Rate of Rs.15000/-)

Sample to be approved before Mass production.

SITC Any kind of LED Street Light Fixtures type - D ( with Basic Rate of Rs.30000/-)

Sample to be approved before Mass production.

SITC of LED 12Watt spike light with die casted aluminium body, IP66, suitable to use for out

door, with require mounting clamp which makes it possible to adjust and incline precisely on site.

it can be mounted on a wall or on the ground with spike, nut bolts, base plate etc required

66 necessory accessories for installation, approx CCT 3000 to 4000k, PF> .90, rated voltage No. 17 9,057

Design checked by & approved by Architect.

SITC of LED 12 Watt Light fixtures, IP67,IK10 Ground burial, 3000 /4000 k , Pressure die cast

body suitable to mount on wall, on floor, to be flush in tiles or floor or directed by incharge with all

67 required accessories like clamp, nut botl, base plate etc. No. 17 16,302

Design checked by & approved by Architect.

SITC of LED 40Watt Linear wall washer IP67, IK08, Extruded aluminium housing ,approx 1 m

length, 3000K /4000K suitable to mount on pole, on wall, on floor or directed by incharge with all

68 required accessories like clamp, nut botl, base plate etc. No. 1 15,094

Design checked by & approved by Architect.

SITC of LED 12 Watt Light fixtures, IP67,IK10 foot light, 3000 /4000 k , Pressure die cast body

suitable to mount on wall to be flush in tiles or floor or directed by incharge with all required

69 accessories like clamp, nut botl, base plate etc. No. 11 4,830

Design checked by & approved by Architect.

SITC of LED Bollard fittings of minimum height 1000 mm & dia.100mm having polycarbonate

clear/milky diffuser mounted on 3mm thick aluminium finished powder coated pipe with base

70 plate 160x160mm with erection by M8x75mm fastner with required RCC foundation.IP65 for 9 to No. 11 14,490

20 watt and above ,surge-4kv .

Signature of Bidder Page No.

BILL OF QUANTITIES

SUB SECTION

6.1 b ELECTRICAL WORKS

Total Quantity

Sr. estimated but Unit Rate Total amount

Sr. estimated but Unit Rate Total amount

Description Unit

No. may be more (In Rs.) (In Rs.)

SITC of 260mm x 160mm x 98 mm Water tight junction box (equivalent to Hensel make Cat No.

KF 9255) having Degree of Protection IP 67 with 1 Nos. 6 way terminal suitable up to 16 Sq.mm

with necesssry accessories with din rail channel complete in all respect.

SITC of 98mm x 98mm x 61 mm Water tight junction box (equivalent to Hensel make Cat No.

KF 9045) having Degree of Protection IP 67 with 1 Nos. 6 way terminal suitable up to 4 Sq.mm

with necesssry accessories with din rail channel complete in all respect.

SITC of 32A X 415v plug & socket with interlocked switched socket, FP MCB and surface

73 mounting box IP 66 with dni rail for 5 module without cost of wiring ang pipeing. No. 8 9,202

Total Carried Over to Summary

TOTAL OF SUB SECTION 6.1 b ELECTRICAL WORKS

Signature of Bidder Page No.

BILL OF QUANTITIES

SUB SECTION

6.1 c IRRIGATION AND HORTICULTURE WORKS

Total Quantity

estimated but Unit Rate Total Amount

estimated but Unit Rate Total Amount

Sr. No. Description Unit

may be more (In Rs.) (In Rs.)

Irrigation Work

1.00 IRRIGATION SYSTEM NEWORK

PIPES AND ACCESSORIE

Providing & fixing of following dia. PVC pipe conforming to IS:4985-2021 standards with

pressure mentiond in the Item with all fittings and accessories e.g. couplings, tees,

bends, reducers, screwed adapters, flanged tail pieces etc of Class 3 ( PN 6). as required

with Excavation & Backfilling upto 600mm for main and 450 mm for submian depth.

1.01 PVC Pipe 63mm x 6 Kg/cm2 ( PN 6 ) RMT 294 325

1.02 PVC Pipe 50mm x 6 Kg/cm2 ( PN 6 ) RMT 90 328

1.03 PVC Pipe 40mm x 6 Kg/cm2 ( PN 6 ) RMT 582 155

Excavating, Laying, Jointing & Commissioning PVC Pipes from 63mm OD to 40mm OD, Trench

1.04 Size minimum 600mm Deep for Main Lines, 300mm to 450mm Deep for Submains ines, RMT 870 175

Backfilling with compaction and removing excess soil up to 50m Lead from site.

SPRINKLERS & ACCESSORIES

Providing of Spray Pop-up Sprinkler 4" (4" Pop Up height from Bottom to Centre of Discharging

1.05 Nozzle) from (2.4 to 5.4 Mtr Radius) with Check Valve, complete with required nozzle Nos 118 450

Providing & Fixing of Swing Joint 1/2" assembly for Connecting Spray pop up sprinkler having

1.07 four Elbow with clamp saddle of pipe size . The fittings shall be made of UV resistant thermo Nos 118 225

plastic etc. item complete.

VALVES & ACCESSORIES

Providing of Various Valves PN 16 having both side Union, threaded/pain with required

Fittings & Tapping PP Clamp Saddles with Chromed Nut Bolt & Nitrile Rubber Ring

1.08 PVC Ball Valve 63mm Nos 11 2,000

1.09 PVC Ball Valve 50mm Nos 1 1,800

1" Double Acting Air cum Vacuum Release Valve Make: Bermad/ARI/Plasson with Gunmetal

valve 1" Make: NIBCO/Zoloto

1.11 3/4" Quick Coupling Brass Hydrant Valve With Clamp Saddle of Pipe Size Nos 6 1,450

3/4" Quick Coupling Valve Brass Key with 3/4" Swivel elbow with 1" pipe connection assemply

1.13 Rectangular Valve Box 12" Make: Carson Brooks/Rain Bird Nos 12 3,800

1.14 Round Valve Box 10" Make: Carson Brooks/Rain Bird Nos 6 1,450

1.15 Round Valve Box 6" Make: Carson Brooks/Rain Bird Nos 2 570

Drip & Accessories

Providing & fixing of HDL inline polytube having 16mm dia & 0.50 mtr spacing of dripper,

3.5/4LPH discharge having Brown in colour,Operating Pressure is 4Kg/cm2 with all necessary

fittings like take off, gromet, connectors, tees, elbows, end caps etc as required and specified

Supply and Fixing 9" MS Galvanised lateral stake for Drip Line/lateral to hold , straight and

proper placed.

1.18 Supply and Fixing Line Flush Valve 63x50, 50 x 40 Nos 6 275

Supply componets Take Off Connection and fixing it (Clamp Saddle + PVC Riser + Threaded

Tee, Hose Collar)

Filtration Unit

1.20 Providing of Self cleaning Screen Filter having capacity of 20-30 m3/h - Amiad Israel Nos 1 1,20,000

Pump Station

Providing, Installing , Fixing of Monoblock/Openwell submersible Pump Station giving flow of

1.21 lps at 32-35 m head , with NRV, control valve, control panel mounted on a common base skid Set 1 55,000

with required size of 100 ltr pressure vessel with all required accessories. etc complete

1.22 Quick Pressure Relief Valve 2" - Hydraulic Diaphragm Type Nos 1 20,500

Automation Equipment

1.23 Providing, installing, testing and commissioning of Burrial Irrigation Automation Cable 14/1 AWG Mtr 940 240

Tin coated copper conductors,

1.24 PVC conduit Pipe complete 32 mm / 8 kg/cm2 Mtr 300 90

1.25 Providing , Installation , testing and commissioning of 8 Station Controller The ESP-TM2 No 1 28,500

Controller is designed to be an easy to use, program-based controller with the familiar ESP

user interface, a large LCD screen and universal icons on both the controller overlay and the

LCD. NEW large back-lit LCD display for improved visibility in low-light and direct sunlight

conditions, Familiar, easy to navigate user interface having Rain sensor input with bypass

capability, Master valve/pump start circuit, scheduling features like Nonvolatile (storage memory,

Electronic diagnostic circuit breaker, Remote accessory port for approved accessory devices,

Program based scheduling with 3 individual programs and 4 independent start times per program

for 12 total start times.It should have Watering schedule options like Custom Days of the week,

ODD or EVEN calendar days, or Cyclic (every 1 – 30 days, Manual Watering option for all

stations, a single station or an individual program, Seasonal Adjust applied to all programs or an

individual program, Delay Watering up to 14 days (applies only tostations set to obey Rain

sensor),Sensor bypass for all programs or for individual stations, Adjustable delay between

stations,Master Valve on/o by station, automatic short detect with station

Signature of Bidder Page No.

BILL OF QUANTITIES

SUB SECTION

6.1 c IRRIGATION AND HORTICULTURE WORKS

Total Quantity

estimated but Unit Rate Total Amount

estimated but Unit Rate Total Amount

Sr. No. Description Unit

may be more (In Rs.) (In Rs.)

1.26 Supply Installation Testing & Commisioining of Solenoid Valve PGV 1.5" Size , with Nos 7 4,600

External/internal manual bleed allows for quick and easy activation at the valve, Double-beaded

diaphragm seal design ensures leak-free performance, Captive bonnet screws eliminate the

possibility of lost parts during disassembly, Flow control maximises efficiency and prolongs the

life of the system, Triple-tool bonnet screws are compatible with standard or Phillips screwdrivers

as well as a nut driver,with globe configuration for convinient placement, Encapsulated solenoid

with captive plunger used on every Hunter valve provides hassle-free service , Flow 75 to

l/min, Recommended pressure range: 1.5 to 10 bar, Temperature rating: 66°C, 24 VAC

solenoid,350 mA inrush, 190 mA holding, 60 Hz, 370 mA inrush, 210 mA holding, 50 Hz

1.27 Supply Installation Testing & Commisioining of Solenoid Valve PGV 1.0" Size , with Nos 1 3,800

External/internal manual bleed allows for quick and easy activation at the valve, Double-beaded

diaphragm seal design ensures leak-free performance, Captive bonnet screws eliminate the

possibility of lost parts during disassembly, Flow control maximises efficiency and prolongs the

life of the system, Triple-tool bonnet screws are compatible with standard or Phillips screwdrivers

as well as a nut driver,with globe configuration for convinient placement, Encapsulated solenoid

with captive plunger used on every Hunter valve provides hassle-free service , Flow 75 to

l/min, Recommended pressure range: 1.5 to 10 bar, Temperature rating: 66°C, 24 VAC

solenoid,350 mA inrush, 190 mA holding, 60 Hz, 370 mA inrush, 210 mA holding, 50 Hz

1.28 Supply and fixing of direct bury -on wire connector with strain relief , with waterproof silicon Nos 25 300

1.29 Providing, installing, testing and commissioning of Voltage Stabilizer Nos 1 5,500

Total carried over to Summary

Horticulture Work

General Notes for Horticulture work: -

1) Variety of species shall be as per proposed planting palette in drawing.

2) Work shall be carried out as per BOQ nomenclature and as mentioned in detail specification.

No extra shall be paid other than BOQ items.

3) Sample and mock-up shall be carried out as suggested by Engineer-in-charge for review and

4) Work shall be carried out as per approved sample and mock-up.

6) Rates of mortality up to maintenance period to be inclusive, in that condition contractor has to

replace the plant of same specification with out any extra cost.

7) For all kind of plantation, rate shall be inclusive of all necessary fertilizers, natural compost,

vermi compost, pesticides, termite, neem cake, neem oil, castor oil, coco peat, perlite, etc.

8) Soil hips anywhere at the site shall be stored with the constant spraying of water or covering

with suitable net or other material as per the recommendation of environmental consultation to

reduce air pollution through soil dust.

9). All Horticulture works is included with 3 years of maintainace. 20 % of overall Amount of

planatation shall be retained after initial planation work as per GFC. and retained amount to be

equally relaesed at every month till 3 years of mainatainace period after performing successfull

mainataince. In case of contractor to fail to execute the mainatainace, Retained amount will not

be relaesed.

Garden Soil Filling

The good quality garden soil shall be obtained from outside which can be useful for all plants.

1 Laying of soil shall be done in proper slope as mentioned in drawing including watering, Cum. 1,838 891.00

compacting and dressing etc. complete, as directed in specifications and by engineer in charge.

Tree Plantation

Supplying, transporting, hoisting and planting well grown species for trees of required height and

with hume pipe of required size without damaging any primary roots. Rate shall be inclusive of

supplying of tree, loading, transporting, unloading, planting by any means (manual/ mechanical),

watering, pesticides, fertilizers, anti termite treatment, maintaining, replanting (if plant will be

died) up till maintenance period, pesticides etc. Pesticides (Neem cake or similar as specified

and approved by Engineer-in-charge) shall be used in recommended proportion. Rate shall be

also inclusive of tripod type tree guard be made out of 3 no 50mm dia and approximate 1.5 mt

2 long Eucalyptus/ Cedar stakes and tied to steam of planted tree with rubber tie/ patta of size

30mm x 10mm in twisted pattern as per drawing. Tree guard shall be installed vertically out side

the root ball properly so tree grown in upright position. Tree guard shall be maintained up to the

tree become well set and as directed by architect and Engineer-in-charge. After completion of

maintenance period, tree guard shall be property of Contractor. Rates of mortality up to

maintenance period to be inclusive, in that condition contractor has to replace the plant of same

specification with out any extra cost. Cost of excavation or tree pit shall be paid in relevant tender

Tree varieties shall be as per proposed planting pallete.

Rate are inclusive of maintenance for period of 3 years from date of substantial handover.

Signature of Bidder Page No.

BILL OF QUANTITIES

SUB SECTION

6.1 c IRRIGATION AND HORTICULTURE WORKS

Total Quantity

estimated but Unit Rate Total Amount

estimated but Unit Rate Total Amount

Sr. No. Description Unit

may be more (In Rs.) (In Rs.)

1. At the time of procurement, approximate 3.0 Mts minimum height Tree stock shall be container

grown, or bur lapped with geo fabric and grown in sandy beds.

2. Trees shall have a minimum girth of 150mm unless otherwise specified in the planting

schedule (girth/ trunk circumference shall be measured at 1.0m above the soil level, excluding

container height).

3. The tree trunk shall be free of any damage caused by insect, fungal or viral infestation and free

from any physical damage or scarring.

4. The tree trunk shall be straight and vertical. There should not be any abrupt changes in girth of

the trunk.

5. The form or shape of the crown shall be typical for the specimen of the species. The crown

shall not be significantly deformed by wind, pruning practices, pests or other factors.

6.Trees shall be single stemmed unless otherwise specified.

7. Main branches shall be well spaced with a minimum of four branches at planting.

8. The size, colour and appearance of leaves shall be typical for the time of year and stage of

growth of the tree species. Leaves shall not be damaged or discoloured.

9. The root system shall be free of injury from biotic (insects, pathogens) infestation and shall be

uniform throughout the soil mix or growth media. Container grown nursery stock shall have a

well‐established root system reaching the sides of the container to maintain a firm ball when the

container is removed.

Tree Plantation - Category T1 (As per drawing)

Tree Plantation - Category T2 (As per drawing).

Shrub/ Hedge/ Ground cover plantation or other plants (S1)

Supplying well grown shrub plants/ Hedge plants and ground cover plants or other plants of

specified species and height proposed planting pallete in specification and planting in planter/ on

land with good soil, manure, sludge, pesticide & insecticide/ anti termite, fertilizer etc. Plants shall

be disease free and fungus free in polythene bag. Plastic bags or pots shall be removed carefully

and soil around the roots shall not be dropped or disturbed much. Shrub shall be plant @

average c/c depend on type of species as per palette. Work shall be done as shown in the

drawing or as directed and approved by architect and EIC. The ground coverage shall be dense

and uniform throughout the planting area. Rates of mortality up to maintenance period to be

inclusive, in that condition contractor has to replace the plant of same specification with out any

extra cost. Rate shall be for in to in area of planter or ground area in square meter. Rate shall be

for cost of shrub, loading, transporting, unloading, planting, pesticides, fertilizers, anti termite

treatment, watering, maintaining, replanting (if plant will be died) etc but excluding the cost of soil,

manure, sludge and it shall be paid in relevant tender item.

Shrub plants/ Hedge plants and ground cover plants varieties shall be as per proposed planting

Rate shall be inclusive of maintenance for period of 3 years from date of substantial handover.

1) Shrubs and ground covers shall be twin or multi‐stemmed, full and bushy. The form or shape

of the plants shall be typical to its species. Height of the shrubs/ hedge and ground cover shall be

as per proposed planting pallette in specification.

2) The size, colour and appearance of leaves shall be typical for the time of year and stage of

growth. The shrubs will be supplied in plastic bags with well developed root system.

Petioles shall be cut clean and symmetrically at the trunk on any old leaf bases remaining.

3) Prior to transporting for transplanting, all suckers, flowering and fruiting parts and

approximately thirty percent of fronds shall be removed. The remaining fronds shall be sprayed

with an anti‐ desiccant 24 hours prior to lifting. The fronds are to be lifted to enclose and protect

the growing tip, wrapped in Hessian and securely tied in position.

The roots shall be balled and the Hessian securely tied. The root ball is to be secured using wire

mesh and Hessian to contain the soil and retain maximum soil moisture.

SHRUBS - approximate @ 450mm c/c both direction - (As per drawing)

SHRUBS - approximate @ 300mm c/c both direction - (As per drawing)

SHRUBS - approximate @ 200mm c/c both direction - (As per drawing)

GROUND COVERS - approximate @ 200 mm c/c both direction - (As per drawing)

Supplying, transporting, hoisting and planting well grown bamboo plants (B1) of specified

species and height as per proposed planting pallete in specification and planting in planter/ on

land with good soil, manure, sludge, pesticide & insecticide/ anti termite, fertilizer etc. Plants shall

be disease free and fungus free in polythene bag. Plastic bags or pots shall be removed carefully

and soil around the roots shall not be dropped or disturbed much. Work shall be done as shown

in the drawing or as directed and approved by architect and EIC. Rates of mortality up to

maintenance period to be inclusive, in that condition contractor has to replace the plant of same

7 specification with out any extra cost. Contractor shall provide vertical support for bamboo as per Sqm 51 2,759.00

site condition during plantation and as approved by Engineer-in-charge. Rate shall be for cost of

plant, loading, transporting, unloading, planting, pesticides, fertilizers, anti termite treatment,

watering, support, maintaining, replanting (if plant will be died) etc but excluding the cost of soil,

manure, sludge and it shall be paid in relevant tender item. Rate shall be inclusive of maintainace

for period of 3 years from date of substantial handover.

Bamboo plants varieties shall be As per drawing.

Signature of Bidder Page No.

BILL OF QUANTITIES

SUB SECTION

6.1 c IRRIGATION AND HORTICULTURE WORKS

Total Quantity

estimated but Unit Rate Total Amount

estimated but Unit Rate Total Amount

Sr. No. Description Unit

may be more (In Rs.) (In Rs.)

grass) turf and brought to site as carpet with earth 50mm to 60mm thickness on prepared

ground with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface

with light roller make the surface smoothen and light watering with sprinkler and maintenance

more till the grass establish properly, as per direction of officer-in-charge. Rate shall be inclusive

of surface preparation/ rough dressing/ fine dressing/ ploughing/ clod breaking of the ground and

anti-termite Treatment (vertically and horizontally) with the use of approved pesticides (neem

8 cake oil or similar as suggested and approved by EIC) as per specification and as per Sqm 1,703 600.00

manufacturer’s recommendation, fertilizers, but excluding the cost of good soil which shall be

paid in relevant tender items.

Rate shall be inclusive of establishment of lawn, gap filling between turf pecies and application of

roller and maintenance for period of 3 years from date of substantial handover.

All steps have to followed by contractor as specified in specification for proper establishment of

lawn. From surface preparation to after lawn establishment, all steps are inclusive in this item.

Total carried over to Summary

TOTAL OF SUB SECTION 6.1 c IRRIGATION AND HORTICULTURE WORKS

Signature of Bidder Page No.

Sabarmati Riverfront Development Corporation Ltd.

BILL OF QUANTITIES

SUB SECTION

6.1 d PLUMBING WORKS

Total Quantity

estimated but Unit Rate Total Amount

estimated but Unit Rate Total Amount

Sr. No. Description Unit

may be more or (In Rs.) (In Rs.)

WATER SUPPLY, PLUMBING AND SANITARY FITTINGS

Providing and laying in trenches galvanised mild steel tubes (Medium Grade) of the

following nominal bore, and tube fitting (Earthwork in trenches to be measured and paid

separately) (E) 65mm

Constructing masonry Chamber 45x45x75 cm inside, in 150mm thick brick work with

common burnt clay non modular bricks, in cement mortar 1:4 (1 cement : 4 coarse

sand) for sluice valve, with 30x30 cm C.I. cover and frame, 150mm thick RCC top slab

in 1:5:10 (1 cment : 5 fine sand : 10 graded stone aggregate 20mm nominal size),

2 including necessary 2.73 Cu.M excavation, 100mm thick RCC foundation concrete in Each 1 7,570

1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and

inside 12mm thick plastering with cement mortar 1:3 )1 cement : 3 coarse sand),

Providing and fixing gun metal gate valve with C.I. wheel of aproved quality (screwed

3 end): 25mm nominal bore Each 1 622

Providing and fixing gun metal non-return valve of approved quality (screwed end):

4 18.19.1 - 25 mm nominal bore - Horizontal Each 1 953

Providing and fixing 35mm diameter PVC pipe (sleeve) of 10kg/cm² conforming to IS:

4985 with both end plain as a sleeve in the roof slab including jointing with metal

reinforcement using G.I. wires including cost of all materials.

Providing laying and jointing in true line and level 25mm diameter U.P.V.C. Pipe (SCH-

40) for cold water including fittings as approved by Engineer In Charge. Pipe shall be

fixed on the wall with the help of clamp at every two meter C/C or shall be concealed as

6 directed including necessary fittings etc. including testing of pipe and joints and fixing RMT 11 92

the same with adhesive solvent, including cost of all materials.

Providing and fixing concealed center point to wall ceiling & floor CPVC (SDR 13.5)

pipe having National Sanitation Foundation (NSF) seal for potable water of following

dia. Nominal bore tube fittings and clamps including making good the wall, ceiling and

floor etc. complete. [B] 20 mm (FromTerrace to Roof Tank & Roof Tank to Kitchen

Providing and fixing ball cock of approved quality as directed. (A) Copper Metal (i)

8 25mm diameter. Each 2 133

Providing, erecting and fixing double coated ISI water tank (Loft Tank) of required

9 capacity each with all necessary fittings and connectin etc. complete. Litre 1,000 3.95

Providing and fixing Ø20mm Nominal bore chlorinated polyvinyl chloride (CPVC) Ball

valves with CPVC ball valve, having pressure bearing capacity up to 7.0 kg/cm² at

10 82°C, including cutting the pipes, solvent welding, complete as per the manufacturers Each 11 323

standards and the direction of the Engineer-in-charge.

Providing and fixing brass screw down stop tap. (B) 20mm dia.

Providing and fixing 12mm diameter PVC water inlet connection conforming to IS

specifications and shall be of standard pattern with nylon insulation of minimum

mm long with CP brass check nut at both the end and shall be able to withstand the

testing pressure of 1 MPa (10 kg/sq.cm.) (for connection from angle cock to pillar

cock). Make: Cera / Jaquar / Equivalent

13 Providing and fixing 15mm diameter CP Brass pillar cock with swan neck spout (left /

right) and aerator. Make: Cera / Jaquar / Equivalent Each 2 3,022

Providing and fixing Stainless Steel AISI 304 (18/8) Kitchen Sink as per IS: 13983, with

C.I. brackets and stainless steel plug 40mm, including painting of fittings and brackets,

14 cutting and making good the walls wherever required: Kitchen sink without drain board - Each 2 2,810

Size: 470 x 420mm bowl depth 178mm.

Providing and fixing C.P brass waste for wash basin or sink (B) 40 mm diameter.

Providing M.I. fisher union for wash basin (B) 40mm diameter

Signature of Bidder Page No.

Sabarmati Riverfront Development Corporation Ltd.

BILL OF QUANTITIES

SUB SECTION

6.1 d PLUMBING WORKS

Total Quantity

estimated but Unit Rate Total Amount

estimated but Unit Rate Total Amount

Sr. No. Description Unit

may be more or (In Rs.) (In Rs.)

Providing, laying and jointing in true line and level 40 diametre P.V.C (6 kg/cm2)

conforming to IS 4985 with one end plain and other end socketed & fittings of approved

make for drainage system pipe line, pipe shall be shall be concealed in walls as

directed including necessary fittings such as bends, shoes etc. including testing of

17 pipes and joints and jointed with adhesive solvent cement including cost of all RMT 2 327

materials. Make: Astral / Finolex / Prince / Equivalent

Providing & fixing PVC SWR Nahni Trap as per IS: 14735 for drain - 100 mm diameter

with jali of the following nominal diameter of self cleansing design with C.I. scread down

18 or hinged grating including the cost of cutting and making good the walls / floors. Each 2 571

Providing, laying and jointing in true line and level 110 diameter U.P.V.C (Type 'B')

conforming to IS 13592-1992 with one end plain and other end socketed with rubber

ring, & fittings conforming to ISI 14735-1999 if approved make for drainage system pipe

line, pipe shall be jointed with each other with rubber lubricant, pipe shall be fixed on

wall using of PVC clamp of the size 110 mm diameter X 149 mm length X 145 mm

height at every 2000 mm center to center or shall be concealed in walls as directed

including necessary fittings such as bends, shoes etc. including testing of pipes and

joints with adhesive solvent cement including cost of all materials.

Total Carried Over to Summary

DRAINAGE AND SEWERAGE ITEMS

Constructing brick masonry chamber for Underground C.I. Inspection Chamber and

bends with bricks having cushing strength not less than 35 kg / cm2 in C.M. 1:5 (1-

cement; 5-fine sand), with C.I. cover with frame (Light duty) 455mm x 610 mm internal

dimensions total weight of cover with frame to be not less than 38 kg. (weight of cover

23 kg. and weight of frame 15 kg.) (R.C.C. top slab with 1:2:4 (1-cement; 2-coarse

sand; 4-graded stne aggregate 20mm nominal size) foundation concrete 1:5:10 (1-

cement; 5-coarse sand; 10-graded stone aggregate 40mm nominal size), inside plaster

15mm thick with cement mortar 1:3 (1-cement; 3-fine sand), finished smooth with a

floating coat of neat cement on walls and bed concrete, etc complete. (ii) Inside

dimensions 500mm x 700mm and 450mm deep for pipe line with one or two inlets.

Providing and fixing cast iron steps of size 500mm x 150mm x 22.5mm and painting

21 with two coats of anti-corrosive paint etc. complete. Each 3 164

Providing and laying (To level or slopes) and jointing reinforced concrete light duty Non-

pressure pipes I.S Class NP2 of the following internal diameter with collars and butt

22 ends prepared for collar joints including testing of joints complete. (B) 150 mm RMT 10 214

Providing and laying (To level or slopes) and jointing reinforced concrete light duty Non-

pressure pipes I.S Class NP2 of the following internal diameter with collars and butt

23 ends prepared for collar joints including testing of joints complete. (D) 300 mm RMT 209 665

Constructing brick masonry manhole in cement mortar 1:4 (1 part cement : 4 parts

coarse sand) with R.C.C. top slab with 1:1.5:3 mix (1 part cement : 1.5 parts coarse

sand : 3 parts graded stone aggregate 20mm nominal size), foundation concrete in

1:4:8 mix (1 part cement : 4 parts coarse sand : 8 parts graded stone aggregate 40mm

nominal size), with inside plastering of 12mm thick of cement mortar 1:3 (1 part cement

: 3 parts fine sand) and making channels in cement concrete 1:2:4 (1 part cement :

24 parts coarse sand : 4 parts graded stone aggregate 20mm nominal size) - Inside size Each 6 13,996

900 x 800mm and 450mm deep including 500mm x 450mm C.I. horizontal grating with

frame (medium duty) ; total weight of cover and frame to be not less than 38 kgs (

weight of cover 23 kgs and weight of frame 15 kgs) with common burnt clay F.P.S.

(non-modular) bricks of class

Signature of Bidder Page No.

Sabarmati Riverfront Development Corporation Ltd.

BILL OF QUANTITIES

SUB SECTION

6.1 d PLUMBING WORKS

Total Quantity

estimated but Unit Rate Total Amount

estimated but Unit Rate Total Amount

Sr. No. Description Unit

may be more or (In Rs.) (In Rs.)

Constructing brick masonry manhole in cement mortar 1:4 (1 part cement : 4 parts

coarse sand) with R.C.C. top slab with 1:1.5:3 mix (1 part cement : 1.5 parts coarse

sand : 3 parts graded stone aggregate 20mm nominal size), foundation concrete in

1:4:8 mix (1 part cement : 4 parts coarse sand : 8 parts graded stone aggregate 40mm

nominal size), with inside plastering of 12mm thick of cement mortar 1:3 (1 part cement

: 3 parts fine sand) and making channels in cement concrete 1:2:4 (1 part cement :

25 parts coarse sand : 4 parts graded stone aggregate 20mm nominal size) - Inside size Each 2 28,559

1200 x 900mm and 900mm deep including 500mm x 450mm C.I. horizontal grating with

frame (medium duty) ; total weight of cover and frame to be not less than 116 kgs (

weight of cover 58 kgs and weight of frame 58 kgs) with common burnt clay F.P.S.

(non-modular) bricks of class

Total Carried Over to Summary

CONSTRUCTION OF BORE WELLS AS PER IS:2800 PART-1

Construction of 1 Bore well at site. The scope includes - Drilling of Bore Wells,

Reaming of Bore holes, Lowering of Drop Line & Air Line up to water bearing zone,

Compressed Air Cleansing up to availability of sand free discharge, Pipes, MS Clamps,

MS Bore Plugs, MS Bail Plugs, Steel Bent Plates, Geohydrological Ground Water

Investigation, Electrologging of bore holes, Chemical analysis of extracted water, Filling

of Bore Holes with Clay, Submersible Bore Well Pumps, Control Panels, Cabes,

Column Pipes/Perforated Column Pipe, etc complete to the entire satisfaction of the

Engineer-in-charge, as per the below mentioned details:

Drilling 250 / 300 mm dia. Pilot bore at site in all strata by mud flush direct rotary Rig

26.01 from 0.00 mtr to 150 mtrs RMT 150 672

Reaming of 250 / 300 mm dia. Bore hole to following bore hole including assembling,

jointing, lowering of housing casing, strainer pipes and other assemble items with

gravel packing and clay ball packing etc.

550 mm dia. Bore hole from 0.00 mtrs to 150 mtrs.

Supply of Clay balls having size of 25mm to 50 mm.

Supply of Cement M.

Cement Sealing

Development of Tube Well: (A2) Lowering of Drop Line & Air Line: Lowering 100 mm

dia Drop Line and 32 mm G.I. air line for development of each water bearing zone

coming across the full depth of tubewell for each zone.

(B1) Air Compressor: Development of Tubewell zonewise with 1100 CFM / 300 PSI

(above depth of 150 Mtrs) air compressor up to availability of sand free discharge. The

26.09 air compressor should run minimum for 6 (six) hours or up to availability of sand free Job 1 26,870

discharge.

Pipe & Bore Materials: Providing and fixing of 200mm dia ERW blank pipes as per

26.10 IS:4270 of minimum 6.0mm thickness. RMT 105 2,025

MS Clamps: Providing and fixing clamps made from MS plate with 3 holes on either

side with nuts and bolts of standard make & suitable to 250mm dia pipe. Size: 900mm

MS Bore Plugs: Providing and fixing bore plug having 100 mm height made from M.S.

plate with 3 holes at equal distance on circumference for nut & bolts type locking

26.12 arrangement with nut, bolts & lock nuts of standard make etc. complete. (a) For 200 Nos 1 905

mm ERW Pipes (Thickness of plate is minimum 05mm for top also)

MS Bail Pugs: Providing and fixing MS Bail plug having length of 0.45 meter made from

26.13 medium class pipe as per IS. Suitable for 200 mm ERW Pipes Nos 1 984

Steel Bent Plates: Providing and fixing in place Steel Bent Plates suitable for 200mm

26.14 ERW Pipes - Size: 150mm x 150mm x 6mm Nos 59 78

Geohydrological Ground Water investigation (200mm dia pipe Deep Tube well with

26.15 water sample) Job 1 8,250

Electrologging of bore hole.

Signature of Bidder Page No.

Sabarmati Riverfront Development Corporation Ltd.

BILL OF QUANTITIES

SUB SECTION

6.1 d PLUMBING WORKS

Total Quantity

estimated but Unit Rate Total Amount

estimated but Unit Rate Total Amount

Sr. No. Description Unit

may be more or (In Rs.) (In Rs.)

Chemical analysis of water sample.

26.18 Cables: Providing Flat Cable of the following size for the above mentioned submersible

Size: 1 x 3 x 16 Sq mm

Column Pipes/Perforated Column Pipe: Providing heavy duty G.I. Column

Pipe/Perforated Column Pipe as per the requirement and as directed by Engineer in

Charge threaded at both ends of 3 meters length each conforming to IS: 1239 (Part 1)

with coupling at one end and thread protector at the other end. (A) 80mm NB Dia

Supplying Electric motor driven Submersible Bore Well Pump Set for bore of 250 mm.

dia. or more conforming to IS: 8034-1981 with wet type motor set conforming to IS:

9164-1981 of capacity about 60 H.P., 2900RPM operating on 3 phase, 400/440 Volts,

50 Hz, AC Supply, of discharge capacity 80 Cu. Mtr. / Hour at 120 meter head, having

7 Stages with 125 mm diameter Heavy Duty UPVC Column Pipe, Control cum Starter

Panel (ATS) made from 16 G. CRCA sheet duly painted with epoxy power paint inside

and outside with hinged doors and locking arrangement, consisting, of suitable switch

27.00 of AC 23 duty with HRC fuses (Cat.III), starting and running contactors, overload relay, SET 1 4,42,297

Automatic water level controller, Electronic timer with master timer CT operated

single phasing preventer , water level guard, over load, start, run and stop push

buttons, air cooled auto transformer with 60%, 70%, 80% tapping, Panel to be erected

on angle iron frame grouted on wall as directed., contactors relays, timer, Accessories,

Valves etc complete.

Total Carried Over to Summary

TOTAL OF SUB SECTION 6.1 d PLUMBING WORKS

Signature of Bidder Page No.

BILL OF QUANTITIES

SUB SECTION

6.2 - RESIDUAL ELEMENTS

Total Quantity

estimated but Unit Rate Total amount

estimated but Unit Rate Total amount

Sr. No. Description Unit

may be more (In Rs.) (In Rs.)

1 EARTH WORK & CARRIAGE OF MATERIAL

1) The method of excavation shall be approved by the Engineer in

charge before execution.

2) Excavation shall be carried out very carefully without damaging

existing structures and surrounding if any.

3) If required, the contractor shall provide stabilization by any means

to protect the foundation of the existing structure and building without

any extra cost.

4) Rate shall include dewatering work (pumping out and removing

slush) while execution in underwater condition if required.

Excavation for all kinds of soil Cum 135 149.00

Earthwork in excavation for all kind of soil by any means including

getting out the excavated soil, sorting and stacking of useful material,

dressing of the sides, ramming of bottom, and disposal of surplus

excavated earth for all lead within the site area at non objectionable

place and lift up to 1.5 mt depth, including dewatering and working

in or under water and /or liquid mud, including pumping out

1 water/slush as required etc complete as directed by engineer-in-

charge. In case of excavation for pipe, cable, any services trenches,

making base for road work, pavement works walkway, etc, proper

slop and camber by any means shall be maintain and dressing of the

sides shall be made as per requirement and as directed by engineer-

in-charge.

Total Carried Over to Summary

2 PLAIN & REINFORCEMENT CEMENT CONCRETE WORK

1) All types of shuttering shall be designed by the contractor and

submitted to the Engineer in charge along with design calculations (if

required) and approved by the Engineer in charge. However, the

Stability and compatibility of shuttering shall be the responsibility of

the contractor. Shuttering shall be executed as per the approved

shop drawing. No extra payment shall be made for the above.

2) Rate shall be inclusive of dewatering work (pumping out and

removing slush) while execution in underwater conditions. The

contractor shall not claim for dewatering if required.

3) Rate shall be inclusive of providing grooves, drip moulds, pockets,

cut-outs, etc., and co-ordination of insert sleeves, insert plate (cost of

insert sleeves/ plate shall be paid separately), encasing if any

wherever required while casting for all level all height.

4) If required concrete batching and mixing plant of minimum

cum/hr capacity shall be set up by contractor.

5) Mould release agent of approved make shall be used at every

repeatation on formwork material.

6) Shuttering shall be compatible with self-compacting concrete

(SCC) work, wherever required.

7) Shuttering shall be compatible with heavy/bulky RCC elements,

wherever required.

Signature of Bidder Page No.

BILL OF QUANTITIES

SUB SECTION

6.2 - RESIDUAL ELEMENTS

Total Quantity

estimated but Unit Rate Total amount

estimated but Unit Rate Total amount

Sr. No. Description Unit

may be more (In Rs.) (In Rs.)

2 Concrete (PCC) of grade - M15 Cum 42 4,290.00

Providing and laying in position Controlled cement concrete /Ready

mix concrete/ batch mix concrete of cement concrete (PCC) of

grade - M15 cement concrete work, using cement content as per

approved design mix (Min cementitious level as per latest IS 456 shall

be maintained) manufactured in fully automatic batching plant and

transported to the site of work in transit mixer for all lead having a

continuous agitated mixer, for reinforced cement concrete work

including pumping from transit mixer to site of laying; cost of

admixtures in recommended proportions as per IS: 9103 to

accelerate, retard the setting of concrete, improve workability without

impairing strength and durability; finishing, compacting, vibrating,

curing, dewatering (if required), etc, including the cost of form work

and removal of formwork, dewatering (if required), etc. complete for

all level, all height/ depth and for all lead and lift and as directed by

the Engineer.

Providing and laying in position Exposed Finish controlled cement

concrete/ Ready Mix concrete/ batch mixed concrete for reinforced

cement concrete work as per design mix of specified grade using

graded black trap stone aggregates of maximum 20mm nominal

(down graded) size including fine aggregates conforming to latest IS

383 with minimum cement content (without fly ash) for durability

(followed as per IS-456 and technical specification) shall be followed

as per approved design mix for all elements of any shape and size, at

all places and heights/ depths including transporting by transit mixer

for any lead having continuous agitated mixer, laying of concrete to

site by any means i.e like pumping, tower crane or boom placer, or

any other etc., vibrating, finishing and curing etc. and including

admixtures in recommended proportions as per IS 9103 to

accelerate, retard setting of concrete, to improve workability without

impairing strength and durability as per direction of Engineer-in-

charge. Rate shall be inclusive of providing grooves, drip moulds,

ghisis, pockets, cutouts etc. and labour for insert sleeves if any

wherever required while casting.

Rate shall be inclusive of shuttering and centering/ formwork for

exposed finish concrete with pattern, lift charges, scaffolding, staging,

propping, etc and tie rod assembly of PVC cone and coil on both

sides of the concrete walls, filling the same with non-shrink grout or

polymer mortar and excluding cost of steel reinforcement. Full height

shuttering with a single pour system shall be followed. Contractor to

prepare the shuttering drawing as per the shuttering pattern given by

the architect. All concrete work shall be exposed finish (without any

honeycomb). Contractor shall use the mould release agent of

approved make before use of the shuttering material every time.

A sample of each element shall be prepared with and without a

shuttering pattern at the location as per the instructions of the

Architect and SRFDCL Engineer in charge for review and approval

before mass execution.

if instructed for the exposed finish shuttering, the contractor is to

follow the detailed technical specification for exposed finish shuttering

and concrete given in the tender package.

3 Concrete of M 30 grade Cum 108 7,447.00

4 Providing and fixing Thermo-Mechanically Treated bars (Fe 550 D) Kg. 24314 94.00

Reinforcement for R.C.C. work including transporting to the work site,

straightening, cutting, bending, cranking, fabricating to required

shape, placing/ lowering in position by suitable method, and tying /

binding the system (with GI wire) all complete for all leads and lifts, all

levels, all floors, all heights/ depth, etc complete and as directed by

the Engineer in charge.

Measurement will be made on the length basis and converted into

weight by using standard co-efficient (rolling margin's and wastage

shall not be paid). No separate payment shall be made for laps,

chairs, pins, lifting hooks, spacers, and binding wire.

Signature of Bidder Page No.

BILL OF QUANTITIES

SUB SECTION

6.2 - RESIDUAL ELEMENTS

Total Quantity

estimated but Unit Rate Total amount

estimated but Unit Rate Total amount

Sr. No. Description Unit

may be more (In Rs.) (In Rs.)

Providing and fixing 110 mm dia PVC pipe having capacity of

Kg/cm2 with ISI mark of required length as shown in the structure

drawing wherever pipes pass through walls as weep hole before

concreting for all level/ all depth/ height. All pipes shall be accurately

cut to the required sizes, laid as per drawing, kept in the position

while laying reinforcement and shuttering, sleeves shall not get

displaced while concreting, and burrs removed before laying. Open

ends of the pipe shall be closed as the pipe is installed to avoid

clogging while concreting. At one side of pipe, SS 304 mesh shall be

placed to protect filled soil. Rate shall be inclusive of pipe and SS

mesh. Item shall not be used for diaphragm wall construction. Actual

installed length of pipe shall be measured for payment.

5 PVC sleeve - Up to 110 mm Diameter Rmt 9 389.00

Total Carried Over to Summary

3 WATERPROOFING WORK

1) The Contractor shall repair the concrete elements by injection

grouting of suitable non-shrink grout and other suitable methods in

case of defective concreting of retaining walls, water tanks, slabs,

beams, etc., for which no extra costs shall be payable.

2) Rate shall be inclusive of surface preparation, repairing, injection

grouting, saw cutting of construction joints and filling with patch repair

mortar, making polymer mortar/Polymer CC fillets at horizontal as

well as vertical corners, etc complete. The rate shall be inclusive of

testing of elements and the system before and after waterproofing

application.

3) The latest technical system/product shall be adopted at the time of

execution.

6 Planter waterproofing (screed + Drain board) cum 26 6,368.00

Supplying and laying M25 grade vibrated concrete screed (admixed

with water proofing compound conforming to IS: 2645 and approved

by the Engineer-in-charge) in proper slope and gradient including saw

cutting (if required), making angle fillet of 50mm x 50mm at the

corners/Junction using M25 grade concrete and filling the

grooves/joints/junctions (internal& external) with PU sealant

(minimum 20 mm depth over PE backer rod). If Screed concrete shall

be laid over on existing concrete surface/existing laid stone surface, a

bonding agent shall be applied before laying of concrete. After the

laying of the required thickness screed, polypropylene HDPE dimpled

drain board (with inbuilt geo textile drainage membrane of 100 gsm at

top) shall be laid, with a minimum overlap of 100 mm, based on soil

characteristics and height of soil overburden. Cost includes all

material, labour, T&P, and wastage involved as mentioned in the

item. Actual volume of laid concrete shall be measured for payment

without considering wastage

7 12 to 15 mm thick water proof Plaster Sqm 322 184.00

Providing and laying 12 to 15 mm thick water proof single coat

smooth / wired finish cement plaster on sides of masonry work / block

work / RCC work, in any shape, in CM 1:3 (1 cement : 3 fine sand)

and water proofing compound of approved make in proportions

recommended by the manufacturer, finishing the surface wired finish/

smooth finish with a floating coat of neat cement slurry for all floors,

all height including hacking to RCC surface, scaffolding, curing etc.

complete as directed by engineer-in-charge.

Total Carried Over to Summary

Signature of Bidder Page No.

BILL OF QUANTITIES

SUB SECTION

6.2 - RESIDUAL ELEMENTS

Total Quantity

estimated but Unit Rate Total amount

estimated but Unit Rate Total amount

Sr. No. Description Unit

may be more (In Rs.) (In Rs.)

4 PAINTING/POLISHING WORKS

1) All adhesives, sealants & paint shall be water based, with low VOC

with acceptable VOC content as per Green Building Norms

requirements and lead free.

2) Paint shall be applied after thoroughly brushing the surfaces, free

from mortar dropping and other foreign matter, preparing the surface

even and sand papered smooth etc, after applying every coat of putty

and primer complete.

3) Contractor shall furnish warranty paper, wherever applicable.

4) If necessary more coats shall be applied till the surface presents a

uniform appearance without any extra cost.

5) Paint shall be applied with any means (i.e. brush, roller, spray etc)

6) Contractor shall prepare sample of minimum three shades as

suggested by engineer in charge for approval.

7) The rate shall be applicable for all floor, all level, all height by any

means of scaffolding.

8 Acrylic emulsion paint with primer - Exterior grade Sqm 2 112.00

Providing and applying 100% Acrylic Smooth exterior paint with

exterior primer of Two or more coats of paint including required

number of priming coat of exterior primer as per manufacturer's

specification of approved make and shade, having VOC (Volatile

Organic Compound) content less than 50 grams/ litre of required

shade over any surface etc complete for all floors all heights all

levels. Exterior paint and primer shall have minimum 7 years

9 Stain-repellent transparent coating - For exposed concrete work Sqm 315 171.00

Providing and applying (solvent/ water based), low VOC, breathable

and biodegradable, water, oil, and stain-repellent transparent

fluorocarbon-based coating with anti-graffiti properties (suitable

product according to natural stone, exposed concrete work) of

approved make having fluoro carbon-based nanotechnology at all

heights & leads and wherever instructed by Engineer-In-Charge. The

treatment shall be in two coats wet-on-wet or as recommended by the

approved manufacturer including preparation of surfaces by cleaning,

curing, protecting, scaffolding, etc complete. The rate includes the

cost of all materials, their application by specialized applicators by

spray coating with an airless sprayer, cleaning the substrate of all

laitance, construction dust, contaminants, scaffolding, labour, etc., all

complete and at all levels, leads and heights as per particular

specification & directions of Engineer-in-Charge. Guarantee Bond in

the prescribed proforma shall be executed by the contractor for the

satisfactory performance of the application for 5 years. The look and

feel of the natural stone surface, and exposed concrete shall not be

affected by coating.

Total Carried Over to Summary

Signature of Bidder Page No.

BILL OF QUANTITIES

SUB SECTION

6.2 - RESIDUAL ELEMENTS

Total Quantity

estimated but Unit Rate Total amount

estimated but Unit Rate Total amount

Sr. No. Description Unit

may be more (In Rs.) (In Rs.)

5 METAL WORK

1. Contractor shall prepare shop drawing base on concept design/

drawing for any type of fabrication work and get approved. Contractor

shall prepare mock-up/ prototype (as suggested) as per approved

shop drawing for approval. Work shall be carried out as per approved

shop drawing, approved mock-up/ prototype and as suggested by

Engineer in charge.

2. Rate shall be for all floor, all level all height.

3. The rate shall include cost of all types of fasteners (ETA approved)

to be used for fixing.

4. Structural stability shall be responsibility of contractor for all kind of

metal work.

5. All elements shall be factory fabricated and finished, only final

finishing to be made on site with all precautions.

6. Contractor shall coordinate all services work (cut-outs and

provisions) in metal work. All cut-out and services provisions shall be

finished at factory/ work shop.

7. contractor shall provide PVC/ nylon seprator, where two different

metals connect to avoid galvanic reactions.

10 Structural steel work - Fabrication works - with paint Kg. 394 158.00

Providing, fabricating, assembling, hoisting, erecting and fixing in

position structural steel work at all heights/ all levels/ all shapes &

sizes with all leads & lifts using any type of MS section like rolled

steel sections, hollow sections, plates, chequered plates, bar, sheet,

rod, threaded bolt, railing etc. all confirming to latest relevant IS

codes for the metal elements i.e. cycling channeling, window grill,

transom bar, bright bar in wooden door - window frame, railings,

gates, grills, bracings, foundation plate & bolt, support at truss

system, truss, purlin, rafter ,cleat, platforms, brackets, fencing pole,

platform, trench cover, flag fixing sleeve pole, garbage box, signage

pole, service elements, Jali, clamp, logo, metal dustbin as per design

intent etc. including straightening, cutting, bending, profile cutting,

embosing, bolting and welding, eatching (if required) the members all

as per structural drawings and as per detailed specifications (for

materials & workmanship) including profile cutting, smooth grinding,

machining of edges/ faces, necessary welding (electric arc welding)

for required weld lengths and sizes, machine drilling of holes for

joining/ anchoring/bolting, necessary arrangements of templates to

keep the foundation bolts in position dry sanding, degreasing (wet

cleaning) & preparation of rust-free surface manually or mechanically,

metal putty to make the surface even and smooth, necessary

scaffolding/ staging, anchor fasteners,extra for bending elements for

fixing etc complete. Incase of Metal dustbin, openable MS Shutter

shall be with invisible self-closing hinge of required capacity and

locking arrangement inside the shutter as per design intent.

Contractor shall prepare mock-up of any element wherever required

as directed by the Engineer-in-charge.

Contractor shop/ fabrication prepare shop drawing and get approved.

The fabrication work shall start only after approval of the fabrication

drawings. Fabrication shall be in a perfect Architectural workmanship

manner and as provided in Section V & VI of IS 800 & IS

Contractor shall responsible against stability, safety etc all complete

The rate shall include for applying (on all surfaces of MS member)

two or more coats PU paint (DFT min 40 micron per coat) of

approved make and shade over two coat (DFT min 50 micron per

coat) of anti corrosive epoxy base primer for PU paint, as per

manufacturer's specification, anchor fastener etc all complete.

Signature of Bidder Page No.

BILL OF QUANTITIES

SUB SECTION

6.2 - RESIDUAL ELEMENTS

Total Quantity

estimated but Unit Rate Total amount

estimated but Unit Rate Total amount

Sr. No. Description Unit

may be more (In Rs.) (In Rs.)

11 Extra charges for providing hot dip galvanizing work conforming to IS Kg. 394 58.00

4759/2629/2633 with a zinc coating of 610 GSM thickness on any

type of MS sections for various elements like Dustbins, Railing,

Handrail, gate, grill, platform, trench cover, flag fixing sleeve pole,

garbage box, signage pole, Street furniture and similar works etc.

made for all locations, heights, and levels as per the drawings and as

instructed by the Engineer-in-Charge. The rate includes surface

preparation by shot blasting or acid washing prior to hot dip

galvanizing, as well as all necessary labour, tools, and machinery

(sample to be approved). The weight of the steel sections before

galvanization shall be measured for payment without considering any

wastage. A sample and mock-up shall be prepared for approval by

the Engineer-in-Charge before mass execution.

Total Carried Over to Summary

6 EXTERNAL DEVELOPMENT WORK