WORK OF CONSTRUCTION OF SOUVENIR SHOP AND TICKET BOOTH NEAR FLOWER PARK AREA, INCLUDING CIVIL, PLUMBING, ELECTRICAL, ELV, FFTG & HVAC FOR SRFDCL

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.

2. The inclusions and exclusions from quoted rates are specified in the details of each item of work in the

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 QUANTITY

WORK OF CONSTRUCTION OF SOUVENIR SHOP AND TICKET BOOTH NEAR FLOWER

PARK AREA, INCLUDING CIVIL, PLUMBING, ELECTRICAL, ELV, FFTG & HVAC FOR SRFDCL

SUMMERY SHEET

Total Amount

Total Amount

ITEM ITEM DESCRIPTION

A CIVIL & PLUMBING WORKS

B Electrical, ELV & HVAC Works

C FFTG Works

Total Amount ( In Rs.) ( A+B+C)

Total Amount ( In Rs.) ( A+B+C)

Note: Above Cost is excluding GST

Signature of Bidder

BILL OF QUANTITY

SUB SECTION

CIVIL & PLUMBING WORKS

TOTAL AMOUNT

TOTAL AMOUNT

SR.NO DESCRIPTION UNIT Total Quantity Rate ( In Rs.)

A CIVIL & PLUMBING WORKS

A1 Civil Work

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.

5) Contractor shall conducting underground utility survey mapping by

executing required number of trial pits or by any other suitable means

before executing the work as per direction by the engineer in charge.

1 Excavation for all kinds of soil Cum 184 262

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 campus area and lift up to 1.5 mt depth, 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 168 283

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 campus area and lift from 1.5 mt to 3.0 mt, 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-

3 Filling available excavated earth (excluding rock) Cum 256 130

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

4 Filling of good earth/ murrum Cum 198 289

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.

5 Filling of sand Cum 50 460

Providing and filling in plinth, under the floor, sunk, subbase of any elements

or other location as per drawing with river sand/ manufactured sand, etc

including, watering, ramming consolidating, and dressing complete for all

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

6 Carriage of excavated earth/ gravel by mechanical transport including Cum 96 38

loading, transporting, unloading, stacking & leveling at the non-objectional

location for the lead of up to the specified Km beyond initial lead and all

lifts, etc complete and as per the direction of the Engineer-in-Charge. Item

shall be executed after prior approval of the Engineer in charge.

a) beyond initial lead up-to 1.00 km

7 b) beyond initial lead up-to 2 Km Cum 96 50

Signature of Bidder

TOTAL AMOUNT

TOTAL AMOUNT

SR.NO DESCRIPTION UNIT Total Quantity Rate ( In Rs.)

8 c) beyond initial lead up-to 3 Km Cum 96 61

9 d) beyond initial lead up-to 4 Km Cum 96 72

10 e) beyond initial lead up-to 5 Km Cum 96 83

11 Rubble soling Cum 72 1,448

Providing and laying metal/rubble soling in the foundations and for plinth

protection or other locations as per the drawings, using hard stones up to

300mm thick (as per the thickness of soling), filling, covering and leveling

the surface with a layer of sand after filling the voids (up to 25%) with smaller

sized black trap stones of 20-40 mm, 40-63 mm, 63-90 mm, 90-150 mm

size stones, metals, stone chips, including watering, ramming well and

consolidating each layer by static roller/ vibratory roller or any means of

required capacity for all lead and lift as directed by the Engineer-in-charge.

12 Anti-termite treatment Sqm 94 90

Providing and injecting Chemical emulsion for PRE-CONSTRUCTIONAL

anti-termite treatment and creating a chemical barrier on the top surface of

plinth filling, inside the junction of wall and floor, on top of damp proof course

or on masonry at the level of plinth filling as per IS 6313 (Part-2)-2013 using

a chemical like Imidacloprid 30.5% SC (CIB approved, BIS & CBRI certified)

and proportion of dilution with water shall be as per manufacturer's

specification. The emulsion shall be applied as mentioned below, all as per

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

bond of 10 years shall be furnished in the prescribed proforma. The rate

shall be inclusive of material required for Anti Termite Treatment and labour

and equipment required for applying in any condition etc. complete as

directed by the engineer in charge. (Stage of treatment may vary as per site

condition and approved by the Engineer in charge before execution.)

a) Treatment of the soil below the raft or any type of foundation - Before

laying the PCC, the compact and leveled soil shall be treated at 5 liters per

sqm. OR In case of soils/ sand filled above the raft, the treatment at 5 liters

per sqm shall be carried out on the top surface of filled soil/ sand.

b) Treatment of the soil along the retaining wall - The soil retained by the

walls (soil coming in contact with the retaining wall) shall be treated at the

rate of 7.5 liters per sqm of the vertical surface in full depth.

c) Treatment of soil along the external perimeter of the building - After the

building is complete, the earth along the external perimeter of the building

shall be rodded at intervals of 150 mm and to a depth of 300 mm. The rods

should be moved backward and forward, parallel to the wall to break up the

earth and emulsion poured along the wall at the rate of 7.5 liters per square

meter of vertical surfaces.

d) Top surface of the plinth filling including damp proof courses at the rate of

5 liter/sqm of internal plinth area (if required)( As per IS:6313 Part II-2013).

For any area without a basement, treatment shall be done as per IS:6313

Part-II-2013.

e) Treatment of soil surrounding pipes, wastes, and conduits - When pipes,

wastes, and conduits enter the soil inside the area of the foundation, soil

surrounding the point of entry shall be loosened around each of such pipe,

waste or conduits for a distance of 150mm and up to a depth of 75 mm

before the treatment is commenced. When they enter the soil external to the

foundation, they shall be similarly treatment for a distance of 300 mm, unless

they stand clear of the walls of the building are about 75 mm.

f) 1 liter / linear meter along the junction of wall and floor at all stages

g) 2 liter per linear meter for expansion joints in touch with soil/sand.

The contractor shall submit a methodology statement to the engineer in

charge before starting the work.

The footprint area of the Basement Area of the building shall be considered

for payment in sqm.

Signature of Bidder

TOTAL AMOUNT

TOTAL AMOUNT

SR.NO DESCRIPTION UNIT Total Quantity Rate ( In Rs.)

13 Boring (empty boring) holes to the required depth (measured from bottom Rmt 288 1,099

of pile cap to founding level) of any type of piles (with/without under

reamed) by any means in any kind of soil/ any kind of earth strata like soil,

sand, clay, murrum, gravel, pebble, boulder, rock, road crust, etc. for pile of

450mm diameter, supported with the help of polymer slurry including all

required plant & machineries, getting out the material, disposal of excavated

material with all leads & lifts within plot boundary/ site area, mobilization

demobilization, remobilization if required, transportation of required plant and

machineries, etc. as directed by Engineer in charge. Method of boring shall

be as per IS 2911-Part 1 - Section -II and as follows.

(1) Bore hole Drilling shall be done by any means and using temporary

casing of required depth up to cut off level of pile (wherever required),

polymer slurry only to be used and drilling shall be carried out as directed by

the Engineer. Use of bentonite slurry shall not be permitted.

(2) Rate shall also include drilling and socketing in rock at required depth.

The item is with the cost of polymer to be used for stabilization of bore.

(3) Length of pile shall be measured from cut off level and up to the founding

level for payment.

(5) Concrete and reinforcement shall be paid in relevant tender items.

Total Carried Over to Summary

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.

13 Concrete (PCC) of grade - M15 Cum 28 4,544

Providing and laying in position 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 (if required) 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.

Ready mix concrete

Providing and laying in position 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; 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,

excluding the cost of Formwork and reinforcement, etc complete for all

elements, all floors, all level, any heights/ depths, any lead and lift as

directed by Engineer Incharge.

14 Concrete of M 25 grade Cum 126 4,902

15 Concrete of M 30 grade Cum 25 5,094

Signature of Bidder

TOTAL AMOUNT

TOTAL AMOUNT

SR.NO DESCRIPTION UNIT Total Quantity Rate ( In Rs.)

Reinforcement for R.C.C.

Providing Reinforcement for R.C.C. work including straightening, cutting,

bending, placing in position, and binding (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.

No separate payment shall be made for chairs, pins, lifting hooks, spacers,

wastage, rolling margin, and binding wire.

16 Thermo-Mechanically Treated bars (Fe 500 D) Kg. 18,788 76

Formwork using any type of suitable material and/ or proprietary

Providing and fixing formwork using any type of suitable material and/or

proprietary formwork system to achieve a fair finished concrete with any

shape and any size in plan and elevation including centering, shuttering,

strutting, propping, and removal, etc.for all elements, all floors, all level, any

heights/ depths, any lead and lift. The height of the propping and centering

below supporting floor to ceiling not exceeding 4.50 mts. and removal of the

same for in-situ reinforced concrete and plain concrete work, etc complete

and as directed by the Engineer-in-charge. The area of shuttering in contact

with the concrete surface shall be measured for payment without considering

any wastage.

No deductions in measurement shall be considered from the shuttering due

to the openings/ cutouts in the wall/beam. However, Nothing extra shall be

paid for forming such openings. also, in case of any type of cutouts/openings

in the slab, it shall not be measured for payment. However, Nothing extra

shall be paid for forming such openings

Where it is not specifically stated in the description of the item that formwork

shall be paid for separately, the rate of the RCC item shall be deemed to

include the cost of form work.

The measurements shall be taken separately for the following item.

17 a) Form work for Foundations, footings, bases of columns, sides of the raft, Sqm 223 268

base PCC, etc.

18 b) Formwork for Columns, Posts, and Struts etc. Sqm 144 396

19 c) Formwork for Wall Sqm 59 327

RCC walls of any thickness, any shape including attached pilasters,

buttresses, plinth, and string courses, etc including the cost of tie bolt and

heavy duty PVC pipe sleeve (above plinth), left in concrete spring coil and

plastic cone assembly/ water barrier tie rod assembly (below plinth, water

retaining structures) and removing the PVC cone, spring, sleeve, etc and

grouting the same with non-shrink grout/ ready mix patch repair mortar for

concrete complete as per the direction of Engineer-in-charge. Length and

diameter of tie rod assembly shall be as per thickness and height of wall.

The contractor shall get prior approval of tie rod assembly and water barrier.

(Horizontal/ vertical lines shall be matched for each shuttering panel).

20 d) Formwork for Slabs, Suspended floors, roofs, landings, balconies, and Sqm 106 349

access platforms etc.

21 e) Formwork for beams, lintels, coping, girders etc. Sqm 240 357

Signature of Bidder

TOTAL AMOUNT

TOTAL AMOUNT

SR.NO DESCRIPTION UNIT Total Quantity Rate ( In Rs.)

22 Exposed concrete formwork Sqm 106 654

Extra for providing and fixing formwork for exposed concrete surfaces with

any pattern (vertical or horizontal surface of any shape) to achieve the

desired finish for any element in the desired pattern and size as per the

issued drawings and specifications. This includes using any type of formwork

material/suitable proprietary formwork system (material/ system shall be

approved by the Engineer-in-charge before procurement) to achieve the

desired finish as per the approved sample for any type of RCC element

including neat cleaning, grinding, rendering the exposed concrete surface,

as directed by the Engineer-in-charge, However, unless anywhere specified,

Black film plywood of required thickness and approved make of required

size & shape to be used as a formwork material in any proprietary formwork

system with required framing for exposed concrete work to acheive

satisfactory finishing. The rate shall be applicable for all levels, all places,

and all shapes and shall include all necessary specialized

centering/shuttering materials. The Contractor shall submit a shuttering

pattern/ shop drawing including tie-rod hole positions, and Architectural

grooves and cutout based on the Architectural intent with the control line.

this item shall be executed only after the shuttering pattern is approved by

the Architect and the Engineer-in-charge. The same kind of shuttering

material should be used for standard as well as residual sizes. These areas

shall be entirely free from honeycombing, stains, fins, lipping, nail or screw

marks, raised grain marks, air holes, or any other imperfections; bulging,

offsets, misalignment of the concrete and shall have an even shade, texture,

and level throughout. At the construction joints, the formwork should be

tightly fixed and securely anchored, close to the joints for seamless

construction. Number of repetation of shuttering shall be minimum enough to

acheived satisfactory finish of concrete, and no any additional cost to be paid

for it. The Contractor shall get prior approval for the reuse of the shuttering

material for repetition from the Engineer-in-charge.

Mock-ups for all exposed work (with concrete & TMT, however Concrete &

TMT for mock up work shall be paid in relevant tender item, however

exposed shutering for mock up work shall not be payable) to be prepared by

the Contractor and approved by the Architect before mass execution work.

Required number of exposed work mock up shall be prepared as per design

intent untill satisfactory finish is not recived without any extra cost for

shuttering work. The Architect reserves the right to reject part or all of the

work that is substandard or not conforming to the approved sample as per

the mock up. The rate shall also include the cost of providing Architectural

grooves, buttons(including finishing the groves/button with approved grouting

material wherever required) of required size and pattern in concrete work as

per the issued drawing, cut-out of any size in concrete elements as per

drawing, etc in formwork.

23 Exposed concrete formwork - textured/ Devdar finish Sqm 39 808

Extra for providing and fixing formwork for exposed concrete surfaces

(textured/ Devdar finish) with any pattern (vertical or horizontal surface of

any shape) to achieve the desired finish for any element in the desired

pattern and size as per the issued drawings and specifications. This includes

using any type of formwork material/suitable proprietary formwork system

(material/ system shall be approved by the Engineer-in-charge before

procurement) to achieve the desired finish as per the approved sample for

any type of RCC element including neat cleaning of the exposed concrete

surface, as directed by the Engineer-in-charge. The rate shall be applicable

for all levels, all places, and all shapes and shall include all necessary

specialized centering/shuttering materials. The Contractor shall submit a

shuttering pattern/ shop drawing including tie-rod hole positions, and

Architectural grooves and cutout based on the Architectural intent with the

control line. this item shall be executed only after the shuttering pattern is

approved by the Architect and the Engineer-in-charge. The same kind of

shuttering material should be used for standard as well as residual sizes.

These areas shall be entirely free from honeycombing, stains, fins, lipping,

nail or screw marks, raised grain marks, air holes, or any other

imperfections; bulging, offsets, misalignment of the concrete and shall have

an even shade, texture, and level throughout. At the construction joints, the

formwork should be tightly fixed and securely anchored, close to the joints

for seamless construction. Mock-ups for all exposed work to be prepared by

the Contractor and approved by the Architect before mass execution work.

The Architect reserves the right to reject part or all of the work that is

substandard or not conforming to the approved sample as per the mock up.

The Contractor shall get prior approval for the reuse of the shuttering

material for repetition from the Engineer-in-charge. The rate shall also

include the cost of providing Architectural grooves of required size and

pattern in concrete work as per the issued drawing, cut-out of any size in

concrete elements as per drawing, etc in formwork.

Total Carried Over to Summary

Signature of Bidder

TOTAL AMOUNT

TOTAL AMOUNT

SR.NO DESCRIPTION UNIT Total Quantity Rate ( In Rs.)

WATERPROOFING WORK

24 Waterproofing for balcony/ terrace area - Polyurethane coating Sqm 106 1,026

Providing and applying single component, elastomeric PU (Polyurethane)

coating waterproofing system, to be applied to achieve a minimum 1.5mm

DFT with a required coat (minimum 2 coats) uniformly spread in the entire

area of covered/noncovered balcony, terrace, and similar locations. The

system shall be executed as follows:

1) Surface preparation shall be done as per manufacturer's specifications

followed by single-component PU waterproof coating

2) making fillet/provision of corner tape

3) PU (Poly Urethane) primer application as per manufacturer's

recommendation

4) PU waterproofing can be applied by roller, spray, or short hair brush.

Waterproofing shall cover the entire parapet wall/wall up to a minimum of

5) Laying Geotextile (non-woven polyester) membrane in 200 GSM, with a

minimum of 100mm wide overlap and on typical locations like wall & floor

junctions, rainwater down take pipes, etc. shall be embedded between two

coats as per the manufacturer's specifications.

6) Protection screed laid to slope which shall be paid under relevant BOQ

The PU (Polyurethane) coating system must deliver the following properties:

1) Tensile Strength - >1.0 N/mm2

2) Crack bridging capacity - minimum 1.5 mm

3) An elongation of a minimum of 400% as per ASTM D

4) Solids by Volume >85%

Cost includes all material, labour, T&P, geotextile, and wastage involved as

mentioned in the item except protection of the concrete screed.

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 an approved applicator of the

manufacturer and as per the manufacturer's recommendation. The applied

area of PU (Polyurethane) coating as per the approved methodology

(horizontal and vertical) shall be measured for payment without any overlaps.

25 M25 Garede concrete screed for leveling Cum 11 6,042

Supplying and laying M25 grade vibrated concrete screed in proper slope

and gradient including saw cutting (approx. 6mm W x 30mm D) at 3m x 4m

panels or less size, making angle fillet of 50mm x 50mm at the corners

using M25 grade concrete and filling the grooves with PU sealant (minimum

20 mm depth over PE backer rod). If Screed concrete shall be laid over on

existing concrete surface, a bonding agent shall be applied before laying of

concrete. Cost includes all material, labour, T&P, and wastage involved as

mentioned in the item. Reinforcement, if required, shall be paid under

relevant agreement items.

26 Integral crystalline admixture - RCC structures Kg 206 390

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.

27 China Mosaic flooring Sqm 106 850

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

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

Total Carried Over to Summary

Signature of Bidder

TOTAL AMOUNT

TOTAL AMOUNT

SR.NO DESCRIPTION UNIT Total Quantity Rate ( In Rs.)

MASONRY WORK

28 Providing and laying Brick masonry works using common burnt clay bricks Cum 25 4,052

confirming to IS 1077-1992 having Compressive strength not less than

kg/Sq.cm in cement mortar 1:5 (1 cement: 5 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 Charge.

AAC BLOCK MASONRY WORKS

1) Polymer-modified adhesive mortar for AAC blocks shall be of an

approved make, shall meet the technical parameters as per the

specifications, and comply with the respective IS code and as directed by

the Engineer-in-charge.

2) Masonry work shall be carried out for all floors, all levels, all heights, and

all places including loading, unloading, stacking, transporting, hoisting, and

erecting by any means (mechanical or manual).

29 Providing and laying autoclaved aerated cement blocks masonry with a Cum 15 5,757

minimum crushing strength of 35 kg/sqcm, density in oven-dry condition

between 651 to 750 kg/cum, thermal conductivity of 0.16 W/mK, fire

resistance of 4 hours, of an approved make and required thickness in the

superstructure, above plinth level. The blocks shall be laid using a polymer

modified adhesive mortar of required thickness as per the manufacturer's

specifications of an approved make, including finishing, curing, scaffolding,

racking out the joints/ flush jointing, cleaning the surface with necessary

tools, tackles, etc complete for all heights, all floors, all levels, and in true

line, level and plumb as per the issued drawings/ specifications and as

directed by the Engineer-in-charge. If required, RCC bands, runners, and

mullions shall be provided in the block masonry work as per the issued

drawings. The cost of RCC work for runners/mullions (i.e. concrete,

formwork, reinforcement, etc) shall be paid under the relevant Tender items.

GLASS BRICK MASONRY WORKS

1) The same manufacturer is required for the different types of glass bricks

from the approved make list.

2) The Contractor shall get approval of the loose sample from the Architect

before execution.

3) The stability and water tightness of the glass brick masonry work shall be

the Contractor's responsibility.

4) The Contractor is required to submit a methodology statement for glass

brick masonry work for approval before mass execution.

5) Glass bricks shall be well packed during transportation as per the

manufacturer's specifications, to avoid damage. Damaged bricks shall not

be used for execution.

6) The gap between the glass brick masonry work and the adjacent

elements (RCC/Masonry/drywall/steel etc.) shall be filled (on both sides)

with a suitable sealant. Water ingress shall not be allowed from the joints.

The Contractor is responsible for ensuring the same.

30 Providing and fixing 190 mm (Length) x 190 mm (breadth) x 80 mm Sqm 3 13,695

(thickness) glass bricks of an approved make, shade, finish/texture,

design, and scaffolding for all levels, all floors, all heights, in true line, level

and plumb as per the issued drawings/specifications and as directed by the

Engineer-in-charge, etc and as per the following :

1) Drilling holes of required dia in the periphery of the opening to fix 5mm GI

wire (2 no holes @ 200c/c in both directions).

2) GI wire shall be embedded in the holes and grouted with rebaring

chemicals of an approved make.

3) 2 no. GI wires shall be provided with PVC spacers (for provision of

groove) in each joint - horizontal as well as vertical.

4) Glass bricks to be fixed with suitable white/transparent adhesive of an

approved make and/or polymer-based white cement mortar 1:2 (1 white

cement: 2 sand + white marble dust), in approximately 10mm thickness.

5) The glass bricks shall be fixed with the placing of GI wires vertically as

well as horizontally after passing through the spacer and having a minimum

lap length of 200mm.

6) Joints along the periphery of the glass bricks shall be filled with weather

silicone sealant of an approved make and color.

7) All the grooves (both sides) between the glass bricks shall be smoothly

finished with paste/putty of white cement and polymer for water tightness.

The actual installed area of the glass brick shall be measured for payment

without any wastage.

Total Carried Over to Summary

PLASTER WORK

31 12-15 mm thick plaster Sqm 177 177

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 drip moulds, grooves forming pattas,

scaffolding, curing etc. complete for all level, all shape and as directed by

Engineer in Charge.

Signature of Bidder

TOTAL AMOUNT

TOTAL AMOUNT

SR.NO DESCRIPTION UNIT Total Quantity Rate ( In Rs.)

32 Average 20 mm thick plaster-ready mix cement mortar 191 192

Providing and applying 18 mm Plaster in two coats; under layer 12 mm thick

finished with a top layer 6 mm thick polymer added ready mix cement mortar

finished with a trowel. GI hexagonal chicken mesh of size 20 mm x 20 mm of

22 gauge and minimum 200 mm wide at RCC & masonry junctions or

between different materials and 145 GSM of minimum 150mm wide

fiberglass mesh with alkali resistant coating shall be fixed at chasing areas

of plumbing and electrical works, at corners and door and window joints as Sqm

per manufacturer's specifications with GI nails, hacking of

concrete/application of bonding agent, finishing, curing, making grooves,

forming pattas, scaffolding in any shape for all floors, all levels, all heights,

etc. complete as directed by the Engineer-in-charge. The rate shall be

inclusive of bonding agent, chicken wire mesh, glass fiber mesh, provision of

grooves/drip moulds as per the issued drawings, etc. complete and as

directed by the Engineer-in-charge.

33 12 to 15 mm thick water proof Plaster Sqm 50 185

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.

34 Providing and applying approved coloured and approved size natural Sqm 191 2,698

stone chips STONE CREAT type PLASTER for exterior / interior

surface on any surface up to full height from ground level consisting of

8mm - 10 mm thick coat of CM 1:1 (1 cement (Grey / White / Colour :

stone grit (approved coloured chips)) including 10mm alluminium channel for

expantion joint(if required as per design intent) / grooves, matching shade of

pigment, curing, necessary scaffolding in true line and level etc. complete as

composition of different stone chips shall be approved before mock up.

for approval from the architect and the engineer in charge before mass

execution. Mass execution shall be execute confirming to approved mock

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

confirmation to approved sample and as per mock up. Actual executed area

of stonecrete plaster works shall be measured for payment without

considering any wastage. Base coat plaster shall be paid under relevent

tender item.

Total Carried Over to Summary

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

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.

35 White cement-based putty Sqm 177 124

Providing and applying white cement-based putty of average thickness

mm, of an approved make and manufacturer, over any surface, to prepare

the surface even and smooth, complete, for all floors, all heights and all

The single time applied area of putty shall be measured for payment without

considering any wastage.

36 Primer Sqm 177 104

Providing and applying priming coats with a primer of an approved make and

manufacturer, having low VOC (Volatile Organic Compound) content,

modified acrylic, water-based alkali-resistant primer with low VOC over any

surface, complete, for all floors, all heights and all levels.

The single time applied area of primer shall be measured for payment

without considering any wastage.

Signature of Bidder

TOTAL AMOUNT

TOTAL AMOUNT

SR.NO DESCRIPTION UNIT Total Quantity Rate ( In Rs.)

37 Acrylic emulsion paint - interior grade Sqm 177 160

Providing and applying two coats of superior quality, interior-grade premium

acrylic emulsion paint from an approved make and shade. The paint must be

highly washable, anti-fungal, anti-bacterial, scratch-resistant, and scrub-

resistant, with a VOC (Volatile Organic Compound) content of less than

grams per litre of an approved brand and manufacturer. This application will

be carried out on walls, ceilings, false ceilings, partitions, etc., including any

additional coats required to achieve an even shade and colour across all

floors, all levels, all heights, complete..

The single time applied area of paint shall be measured for payment without

considering any wastage. The Contractor shall prepare the required number

of mock-ups in the specified sizes with different shades or colours for

approval from the Architect and the Engineer-in-Charge before proceeding

with the full execution, at no additional cost.

38 Acrylic emulsion paint with primer - Exterior grade Sqm 191 220

Providing and applying 100% acrylic smooth exterior paint with an exterior

primer from an approved make and shade. The paint shall have a VOC

(Volatile Organic Compound) content of less than 50 grams per litre. This

includes applying two or more coats of paint and the necessary number of

primer coats as per the manufacturer’s specifications on any surface,

complete, for all floors, all heights, all levels.

The exterior paint and primer shall come with a minimum 7-year warranty.

The Contractor shall prepare the required number of mock-ups in specified

sizes with different shades or colours for approval from the Architect and the

Engineer-in-Charge before proceeding with the full execution, at no

additional cost. The single time applied area of paint shall be measured for

payment without considering any wastage.

39 Exterior Texture Sqm 50 753

Providing and applying external finish of Fine Flakes textured homogeneous

wall finishing system from BAKELITE HYLAM LTD consisting of a TWO

component system of Dry Flakes (8.5 kgs per Pack) made of a special;

grade of heat treated China clay with rigid homopolymer coated with fade

resistant pigments, 100% acrylic polymer Bonding agent (5kgs per pack)

with the applied thickness of the coating being between 0.8mm-1.2mm tobe

applied on a cured, smooth level plaster without keying, as per the

shades/combinations approved, as per the manufacturer directions, for

usages, tobe applied by an approved applicator of the manufacturer, as per

the directions / supervision of the engineers in charge, all complete. The

above textured coating should conform to surface spread of flame Class one

of BS 476: Part 7: 1971 and Pull off strength of the coating to meet JISA

6909. Texture coating shall be of approved make, shade and pattern and as

per following for all level, all height including Surface preparation - thoroughly

brushing the surfaces free from mortar dropping and other foreign matter

and smoothening with sand paper up to the requirement.

The rate includes surface preparation, primer application, texture coating,

protection coating, making of grooves, pattas, finishing and scaffolding as

directed by engineer in charge.

The item shall be executed by an approved applicator only. Sample (shade

and patterns as suggested by EIC) shall be prepared for review and

approval. Work shall be carried out as per the final approved sample.

Texture shall be Easy to apply, Water Resistance, Abrasion Resistance,

Washable Resistance, Alkali Resistance, Acid Resistance, Repeated cooling

and warming resistance, Impact Resistance, Fungus and Algal Resistance,

Resistance to damp as per respective IS or other codes as per suggested

by the engineer incharge.

40 PU polish - for external/internal wooden & veneered surfaces: Sqm 66 2,335

Providing and applying interior/exterior grade water-based polyurethane (PU)

polish of any shade and finish (matt, glossy, or semi-glossy) of an approved

make on new or existing external and internal wooden and veneered

surfaces at all levels and heights. The polish work shall be carried out as

1) Surface Preparation: Sandpapering with various grades, up to 220 macro

grit, to the satisfaction of the Engineer-in-Charge.

2) Sealer Application: Applying two coats of sealer using a spray gun or

other suitable means, allowing sufficient drying time as per the

manufacturer’s specifications.

3) Wet Rubbing: Once the sealer coat has dried, wet rubbing with fine emery

cloth using ample water to remove the excess sealer layer and smooth the

surface. After wet rubbing, apply special grade PU fillers to fill any small or

large holes/grooves. Allow the filler coat to dry as per the manufacturer’s

specifications.

4) First Coat of PU Polish: Apply the first coat of PU polish with a spray gun

or suitable means. Once dry, sandpaper the surface using fine sandpaper up

to 400 micro-grit. This process shall be repeated three times, ensuring a

smooth finish.

5) Stainer Coat Application: Apply a stainer coat of the approved shade, if

required. Sandpaper the wood surface using fine sandpaper up to 600 micro-

grit as per step wise requirement for polishing, to achieve a smooth finish, to

the satisfaction of the Engineer-in-Charge.

The polish application shall be conducted according to the manufacturer’s

specifications and as directed by the Engineer-in-Charge. A sample must be

approved by the Architect before the full execution of the work. The single

time applied area of polish shall be measured for payment without

considering any wastage.

Signature of Bidder

TOTAL AMOUNT

TOTAL AMOUNT

SR.NO DESCRIPTION UNIT Total Quantity Rate ( In Rs.)

41 Stain-repellent transparent coating - For natural stone, exposed Sqm 106 276

concrete work, exposed brickwork

Providing and applying 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, exposed brickwork) 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 10 years. The look and feel of the natural

stone surface, Exposed brickwork and exposed concrete shall not be

affected by coating.

Total Carried Over to Summary

DOOR WINDOW WORK

1. Only first class wood shall be used for any kind of woodwork. All wood

(kiln seasoned and termite treated) and wood base material shall be treated

with anti-termite treatment as per relevant IS Code before use and after

installation. The guarantee shall be furnished for 10 years in the prescribed

format as directed by the Engineer-in-charge.

2. Plywood (BWP grade IS – 710), laminate or other composite wood-based

products shall be free of urea formaldehyde.

3. All veneer, and wood shall be FSC (Forest Stewardship Council) &

Green Guard Certified.

4. All loose samples of materials shall be approved by the Engineer-in-

5. All adhesives and sealants shall be with low VOC and lead-free with

acceptable VOC content as per GRIHA requirements.

6. The Contractor shall prepare a shop drawing based on the Design Intent

/ Concept Drawings and get approval from the Engineer-in-Charge. The

Contractor shall prepare mock-up of doors, windows, and other elements

with all required hardware and get approval from the Engineer-in-Charge

before execution of work. Work shall be carried out as per the final

approved shop drawing and approved mock-up. The Contractor shall be

responsible against stability, safety, leakage, etc all complete. Testing work

shall be carried out by the Contractor as suggested by the Engineer-in-

charge. (If required).

7. All types of locks shall be with computerized 3 No. keys (SS 304/ brass)

and master keys (if mentioned in the nomenclature of the item). The

grouping of master keys shall be as suggested by the Engineer-in-Charge.

Nothing extra shall be payable for the master key provision.

8. Glass for external doors and windows shall be with desired parameters as

per Green Building requirements.

9. The Contractor shall provide test certification for all fire-rated items.

10. Contractor shall make provision for access control system and other

mechanical/automation devices, coordinate with other services, and make

good, etc complete.

11. All doors, windows, and other elements shall be fabricated and finished

at the factory/workshop, and only fixing and final finishing shall be executed

at the site unless otherwise approved by the Engineer-in-charge.

12. Work for doors, windows, and other elements shall be carried out for all

floors, all levels, all heights, and all places including loading, unloading,

stacking, transporting, hoisting, and erecting by any means (mechanical or

13. All silicone sealant shall be grey in colour or as directed by the Engineer-

in-charge.

14. For DGU glass, silicone, tape, and spacer shall be grey in colour or as

directed by the Engineer-in-charge.

15. All types of coating (polyester powder coating, anodizing and PVDF

coating for aluminium work shall have minimum 15 years of life).

42 Teak wood frames for doors/windows etc. Cum 1 1,44,164

Providing and fixing frames for doors, windows, transoms, louvers and

ventilators, jambs, sills, jambs, skirting, hand rail for railing, wooden band,

and any type of interior work, using best quality kiln seasoned, termite

treated first-class teak wood and fixed in position with hold fast lugs or with

dash fasteners with required dia. & length of an approved make, etc. for all

levels, all floors, all heights, etc as per the issued drawing and as directed by

the Engineer-in-charge.

The rate shall be inclusive of all types of consumables, accessories,

fasteners, and any type of corner treatment (i.e. champering, pencil corner,

bevelling, moulding, etc.). Polishing, hardware, and carving work shall be

paid as per relevant Tender items.

The Contractor shall get the approval for the loose sample of first-class teak

wood along with its source location from the Engineer-in-charge before

execution.

Signature of Bidder

TOTAL AMOUNT

TOTAL AMOUNT

SR.NO DESCRIPTION UNIT Total Quantity Rate ( In Rs.)

43 45 mm thick wooden panelled shutter Sqm 5 9,299

Providing and fixing in-position door/window shutters (Openable/fixed,single

leaf/double leaf) made out of best quality kiln seasoned, termite treated first-

class fully teak wood paneled 45mm thick door/window shutter of any

size as per issued drawing for all levels, all floors, all heights fabricated as

1) Door/window shutter framing i.e. top rail, bottom rail, lock rail, both vertical

stiles, intermediate members between two panels (horizontal and vertical)

shall be made out of first-class, best quality kiln seasoned, termite-treated

teak wood with 45 mm thickness and width as per the issued drawing.

2) 35mm thick single/both side beveled edged wooden panels made out of

first-class, best quality kiln seasoned, termite-treated teak wood fixed in

shutter framing with necessary fixing arrangements as per the issued

3) Door/window shutter framing shall be made in a way that teak wood

beading be used only on one side for fixing the wooden panel in the framing.

5) The door frame shall be fitted with a suitable acoustic peripheral door seal

of an approved make on three sides of the frame.

4) All types of exposed wood shall be finished with PU polishing work.

However it shall be paid as per relevant Tender item.

5) All necessary hardware for the door shutter shall be paid as per the

relevant Tender items.

The rate shall be inclusive of all the teak wood members for the shutter

necessary anchor fasteners, sheet metal screws, nails, adhesives, acoustic

peripherial door seals, and necessary consumables with all labor,

Architectural mouldings, bevelling, sandpapering, edge moulding, forming of

groves etc complete as per the issued drawing, design & direction by the

Engineer-in-charge. The Contractor shall get the approval for the loose

sample of first-class teak wood along with its source location from the

Engineer-in-charge before execution. Contractor shall prepare shop

drawings based on the concept design/drawings and get approval from the

Engineer-in-charge before execution. Based on the approved shop drawing,

the Contractor shall prepare a mock-up of the door for approval. The stability

of the door is the responsibility of the Contractor.

The out-to-out area (one side) of the paneled door shutter (without door

frame) shall be measured for payment. No wastage shall be measured for

44 45 mm thick fully glazed panelled shutter Sqm 6 5,972

Providing and fixing in-position door/window shutters (Openable/fixed, single

leaf/double leaf) made out of glazed panels fixed in 45 mm thick best quality

kiln seasoned, termite treated first-class teak wood frames of any size as

per issued drawing for all levels, all floors, all heights fabricated as follows:

1) Door/window shutter framing i.e. top rail, bottom rail, lock rail, both vertical

stiles, intermediate members between two panels (horizontal and vertical)

shall be made out of first-class, best quality kiln seasoned, termite-treated

teak wood with 45 mm thickness and width as per the issued drawing.

2) Plane-flat/beveled edge (single/both sides) glass panels with specified

thickness, shape, finish, pattern, etc. fixed in shutter frame with wooden

beading with necessary fixing arrangements as per the issued drawing.

Specified glass shall be paid under relevant Tender items.

3) Door/window shutter framing shall be made in a way that only one side of

teak wood beading is used for fixing the glass panel in the framing.

5) The door frame shall be with a suitable acoustic peripheral door seal of an

approved make on the sides of the frame.

4) All types of exposed wood shall be finished with PU polishing. However,

it shall be paid under the relevant Tender item.

5) Necessary door shutter hardware shall be paid under relevant Tender

The rate shall be inclusive of all the teak wood members for the shutter

necessary anchor fasteners, sheet metal screws, nails, adhesives, and

necessary consumables with all labor, Architectural mouldings,

sandpapering, edge moulding, grove provisions, etc complete as per the

issued drawing, design & direction by the Engineer-in-charge. The

Contractor shall get the approval for the loose sample of first-class teak

wood along with its source location from the Engineer-in-charge before

execution. Contractor shall prepare shop drawings based on concept

design/drawings and get approval from the Engineer-in-charge before mass

execution. Based on the approved shop drawing, the Contractor shall

prepare a mock-up of the door for approval. The stability of the door is the

responsibility of the Contractor.

The out-to-out area (one side) of the glazed paneled door shutter (without

the door frame) shall be measured for payment without deducting the area of

glass. No wastage shall be measured for payment.

Signature of Bidder

TOTAL AMOUNT

TOTAL AMOUNT

SR.NO DESCRIPTION UNIT Total Quantity Rate ( In Rs.)

45 45 mm thick composite panelled shutter Sqm 3 7,702

Providing and fixing in-position 45 mm thick composite (wooden and glazed

panel) door/window shutters (Openable/fixed, single leaf/double leaf) made

out of best quality kiln seasoned, termite treated first-class fully teak wood

paneled door/window shutter fixed in 45 mm thick best quality kiln

seasoned, termite treated first-class teak wood frame and glazed panel(

partly panelled and partly glazed) of any size made for all levels, all floors,

all heights out as follows:

1) Door/window shutter framing i.e. top rail, bottom rail, lock rail, both vertical

stiles, intermediate members between two panels (horizontal and vertical)

shall be made out of first-class, best quality kiln seasoned, termite-treated

teak wood with 45 mm thickness and width as per the issued drawing.

2) Plane-flat/beveled edge (single/both sides) glass panels with specified

thickness, shape, finish, and pattern, etc., and 25mm thick single/both side

beveled edged wooden panels made out of first-class, best quality kiln

seasoned, termite-treated teak wood fixed in shutter framing with wooden

beading with necessary fixing arrangements as per the issued drawing.

Specified glass shall be paid under relevant Tender items.

3) Door/window shutter framing shall be made in a way that only one side

teak wood beading is used for fixing the glass panel in the framing.

5) The door frame shall be with a suitable acoustic peripheral door seal of an

approved make on sides of the frame.

4) All types of exposed wood shall be finished with PU polishing. However it

shall be paid under relevant Tender item.

5) Necessary door shutter hardware shall be paid under relevant Tender

The rate shall be inclusive of all the teak wood members for the shutter

frame, necessary anchor fasteners, sheet metal screws, nails, adhesives,

and necessary consumables with all labor, Architectural mouldings,

sandpapering, edge moulding, grove provisions, etc complete as per the

issued drawing, design & direction by the Engineer-in-charge. The

Contractor shall get the approval of the loose sample of first-class teak

wood along with its source location from the Engineer-in-charge before

execution. The Contractor shall prepare shop drawings based on the

concept design/drawings and get approval from the Engineer-in-charge

before mass execution. based on the approved shop drawing, the

Contractor shall prepare a mock-up of the door for approval. The stability of

the door is the responsibility of the Contractor.

The out-to-out area (one side) of the composite paneled door shutter

(without door frame) shall be measured for payment without deducting the

area of glass. No wastage shall be measured for payment.

46 Flush Door - 40mm thickness Sqm 12 2,291

Providing and fixing door shutter made out of factory-made and pressed

laminated/veneer finish 40mm thick (without finish) flush door shutter, made

of ISI marked non-decorative type flush door shutters conforming to IS:2202

(Part I), the core of block board construction with the frame of 1st class

hardwood, pine filler and well matched commercial 3 ply veneer with vertical

grains or cross bands and face veneers on both faces of shutters having

laminates/veneer of an approved make, shade, finish (which would be paid

separately) as approved by the Engineer-in-charge on both faces of the

shutter fixed with phenol formaldehyde synthetic resin type adhesive

conforming to IS 848 including providing and fixing 6mm thick peripheral

external lipping made out of first class teak wood, on all edges of the door

shutter with specified polishing on all exposed faces of lipping including fixing

shutters etc complete for all levels, all floors, all heights as per the issued

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

The rate shall be inclusive of flush door shutter, teak wood lipping with PU

polish, provision of hardware, necessary consumables, accessories, etc but

excluding the cost of veneer/laminates, all required hardware, and polishing

on veneer, etc complete for all heights as per the issued drawing, design &

direction by the Engineer-in-charge. The out-to-out area (one side) of the

Flush door shutter shall be measured for payment.

47 4 mm thick decorative veneer Sqm 12 1,242

Providing and fixing 4 mm thick decorative veneer (factory pressed with door

shutter or plywood for interior work) conforming to IS: 1328 (type-1) having

the top layer of minimum 0.3 mm slice thickness of wood and base layer of

3.5 mm thick BWP Gurjan Ply of an approved make, shade and pattern/

texture, for plain lining/cladding/ceiling work, on flush door shutter, pelmet or

any interior work in any design, any pattern, any shape, etc with necessary

screws, adhesive including priming coat on the unexposed surface. The

veneer shall be fixed on the ply with or without grooves as per the issued

drawing. If required, perforations shall be executed as per the issued

drawing (on ply+ veneer surface) and paid separately under relevant Tender

items. The actual installed area of the veneer shall be measured for

48 1 mm thick laminate Sqm 12 775

Providing & Fixing 1 mm thick high pressure (factory pressed) laminate

sheet of any type, any finish, any shade, any texture of approved make and

shade with high-density protective surface layer and reverse side of

adhesive bonding quality conforming to IS: 2046 Type S, including cost of

adhesive of approved quality. Laminate shall be applied on the door shutter,

wall paneling, ceiling, or any interior work, etc. The sample shall be

approved by the Engineer-in-charge. The actual installed area of the

laminate shall be measured for payment.

Signature of Bidder

TOTAL AMOUNT

TOTAL AMOUNT

SR.NO DESCRIPTION UNIT Total Quantity Rate ( In Rs.)

Providing and fixing glass in the door, window, ventilation, fixed glazing,

partitions, etc. for all levels, all floors, all heights with EPDM rubber/neoprene

gasket, etc. complete as per the issued drawings and directions of the

Engineer-in-charge. (Cost of beading shall be covered under basic item).

Glass shall be of any shade, any size, any shape of approved make as per

issued drawing and confirm to IS:2835 or IS:2553. The sample shall be

approved before execution of the work. The installed area shall be measured

for payment without considering any wastage.

49 c) With clear toughened glass panes of 12.0 mm thickness Sqm 31 2,458

Floor Spring

Providing and fixing double action hydraulic floor spring of an approved

make with SS 304 cover plate having SS matt/ brush finish (with outer box)

& adjustable concealed cast top pivot (two-piece), bottom strap, with back

check, adjustable closing speed, and hold open function, with a minimum

one-year guarantee for any type of door of specified capacity for all levels, all

floors, and all heights. The rate shall be inclusive of cutting of floor neatly,

fixing the floor spring, grouting, cleaning, polishing the floor and maintaining

it in good working condition. In the case of an aluminium shutter, the bottom

arm of the floor spring & the top pivot shall be firmly fixed to the aluminum

members using required sized teak wood by making a rebate in the wood

size and weight of the door, as per the manufacturer's recommendation, and

as directed by the Engineer-in-charge. The Contractor shall arrange loose

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

required, All exposed surfaces made of stainless steel or other metal shall

be finished with a matt PVD brass finish. sample shall be approved before

mass execution.

50 a) Floor spring for any type of door with cover plate and extended spindle to No. 4 13,812

hide the floor spring cover plate. Closing force complying with EN 1154 2 -

as per the manufacturer's specifications, and/or compatible with the shutter

weight. If required, All exposed surfaces made of stainless steel or other

metal shall be finished with a matt PVD brass finish. sample shall be

approved before mass execution.

51 SS 304 Pivot hinge Set 10 533

Providing and fixing SS 304 grade pivot hinge in satin stainless steel matt

finish of required size and capacity of an approved make for all levels, all

floors, and all heights for any type of door, with required SS 304 screws, etc.

complete. The rate shall be inclusive of fixing as per the manufacturer’s

specifications and maintaining it in good working condition. The Contractor

shall arrange loose samples for approval from the Engineer-in-Charge

before mass execution. If required, All exposed surfaces made of stainless

steel or other metal shall be finished with a matt PVD brass finish. sample

shall be approved before mass execution.

52 Shaft door lock No. 3 694

Providing and fixing shaft door lock with key (Alen Key lock) with

escutcheons (keyhole plate), strike plate, locking sleeve, etc in stainless

steel matt finish of an approved make in any approved shape/size for any

type of doors with necessary SS 304 screws, etc complete as per the issued

drawing and as directed by the Engineer-in-charge. The rate shall be for all

heights, all floors, and all places. The Contractor shall arrange loose

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

procurement and execution. If required, All exposed surfaces made of

stainless steel or other metal shall be finished with a matt PVD brass finish.

sample shall be approved before mass execution.

Brass hinges

Providing and fixing good quality hinges made out of brass with specified

size for doors, windows, ventilators, transom, etc., of an approved make,

with matt PVD brass finish for all levels, all floors, and all heights with brass

screws, accessories, and pin of the required size for fixing, etc. complete as

per the issued drawing and as directed by the Engineer-in-charge. The

Contractor shall arrange loose samples for approval from the Engineer-in-

Charge before mass procurement and execution

53 b) 100 x 75 x 3 mm - with ball bearing No. 8 1,148

Brass Push-Pull handle

Providing and fixing good quality push-pull pair of handles made out of brass

with specified size, of H/D shape for the door, window, etc., of an approved

make and finished with matt PVD brass finish for all levels, all floors, and all

heights with brass screws, accessories, and pin of the required size for

fixing, etc. complete as per the issued drawing and as directed by the

Engineer-in-charge. The Contractor shall arrange loose samples for

approval from the Engineer-in-Charge before mass procurement and

54 a) 300 mm long, brass pipe of size 25mm dia x 3mm (thickness of pipe) Pair 6 7,328

Signature of Bidder

TOTAL AMOUNT

TOTAL AMOUNT

SR.NO DESCRIPTION UNIT Total Quantity Rate ( In Rs.)

Brass handle

Providing and fixing good quality handle made out of brass of specified size,

any type in any shape for doors, windows, transom, etc. of an approved

make and finished with matt PVD brass finish for all levels, all floors, and all

heights with brass screws, accessories, and pin of the required size for

fixing, etc. complete as per the issued drawing and as directed by the

Engineer-in-charge. The Contractor shall arrange loose samples for

approval from the Engineer-in-Charge before mass procurement and

55 b) 150 mm long, 15mm dia/wide x 3mm thick No. 4 1,021

Brass Tower Bolt

Providing and fixing high-quality tower bolts made of brass in specified sizes

and specified shape (with or without flap) for doors, windows, transoms, etc.

The tower bolts shall be of an approved make and finished with a matt PVD

brass finish. This applies to all levels, floors, and heights, with brass screws,

accessories, and pins of the required size for fixing, as per the issued

drawing and the directions of the Engineer-in-Charge. The Contractor is

required to arrange loose samples for approval from the Engineer-in-Charge

before proceeding with mass procurement and execution

56 b) 150mm long, barrel of 15mm dia with min 9 mm rod No. 17 1,002

57 Brass Door Stopper No. 6 544

Providing and fixing good quality door stopper made out of brass with

specified sizes, with or without magnet/rubber or PVC base, lever type,

shutter mounted/ wall mounted/floor mounted in any design as required, of

approved make for doors, windows, transom, etc. of an approved make and

finished with matt PVD brass finish for all levels, all floors, and all heights

with brass screws, accessories, and pin of the required size for fixing, etc.

complete as per the issued drawing and as directed by the Engineer-in-

charge. The Contractor shall arrange loose samples for approval from the

Engineer-in-Charge before mass procurement and execution

58 Brass Aldrop No. 4 4,225

Providing and fixing good quality aldrop made out of solid extruded brass of

250 to 300 mm x minimum 15 mm size with required number of brackets of

an approved make and shape for doors, windoww, transom, etc., and

finished with matt PVD brass finish for all levels, all floors, and all heights

with brass screws, accessories, and pin of the required size for fixing, etc.

complete as per the issued drawing and as directed by the Engineer-in-

charge. The Contractor shall arrange loose samples for approval from the

Engineer-in-Charge before mass procurement and execution

59 Mortise latch and lock with the handle made out of brass Set 4 13,355

Providing and fixing a set of mortise latch and lock made of brass with a

55mm backseat, 20mm square for end with 72 mm centers including a

brass strike plate, cylinder of length 60/70 mm with standard Euro profile pin

cylinder/half pin cylinder (with/without latch) with both side key/one side key

one side knob operation, with one pair of brass mortise lever handles made

of solid brass of approximately size 100 to 150mm long with cover plate/cap,

Brass escutcheons (keyhole plate) of required size as approved for any type

of door, finished with matt PVD finished as per approved make for all levels,

all floors, and all heights with necessary brass screws, accessories, and pin

of the required size for fixing, etc. complete as per the issued drawing and

as directed by the Engineer-in-charge. All exposed surfaces (i.e. lever

handle with cap, strike plate, keyhole plate, etc) shall be made of brass and

shall be finished with matt PVD brass finish. The lock shall have a minimum

of 3 keys.

The rate shall be inclusive of fixing as per the manufacturer’s specifications

and maintaining it in good working condition. The Contractor shall arrange

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

procurement and execution

Total Carried Over to Summary

Signature of Bidder

TOTAL AMOUNT

TOTAL AMOUNT

SR.NO DESCRIPTION UNIT Total Quantity Rate ( In Rs.)

FLOORING WORK AND ROOFING

1) All natural stones shall be free from cracks, lines, stains, and

efflorescence spots, and even in shade for all kinds of stonework.

and thickness and approved by the Engineer-in-Charge prior to

procurement.

3) All natural stones shall be from the same lot and/or source (stone quarry)

for the same kind of work to avoid shade variation and as approved by the

Engineer-in-Charge.

4) All types of loose and laid samples of flooring shall be approved by the

Engineer-in-Charge.

5) The Contractor shall apply an approved Stone Impregnation

primer/sealer coat on both sides and all edges (after cutting and finishing

the stone as per size) of stones, a minimum of two coats as per the

manufacturer's specifications and as directed by the Engineer-in-Charge.

No extra payment shall be made for the same.

6) The Contractor shall co-ordinate and execute for all services in the

flooring and wall lining/cladding work i.e. making openings/cut-outs for any

services (i.e. elevator operating panel in the lift wall cladding, raceways in

flooring, junction boxs, etc), and making good as per the satisfaction of the

Engineer-in-Charge.

7) All stones shall be cut to size by water jet cutting/laser cutting/ CNC

machine according to the design and shape for the best workmanship etc,

according to the design and as per the approved shop drawing.

8) All adhesives and sealants shall be compatible with the material as per

IS 15477 and as per the manufacturer's specifications and lead-free with

acceptable VOC content as per Green buildings requirements.

9) The finished floor surfaces shall be protected with 12mm thick POP

sheets over LDPE sheets up to the handling over of the Project. The treads

of the stairs shall be protected with a metal/plywood angle to avoid damage

to the edges of the treads. POP shall not directly (or with the use of paper)

be applied on the flooring.

10) The screed below the flooring/base mortar thickness shall be as per the

drawing. In case of any type of stone/tile, it shall be fixed with an adhesive

and the total thickness of base mortar/screed shall be paid as per relevant

Tender items.

11) All stones shall be factory cut and factory finished. Polish or any type of

texture finish on any stones shall be as per the satisfaction of the Engineer-

in-Charge. .

12) Flooring and wall cladding/lining work shall be carried out for all floors,

all levels, all heights, and all places.

15) The rate shall be inclusive of all types of wastage for all materials.

Kadappa Stone - For Flooring - fixing with cement mortar

Providing and laying machine cut Kadappa 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 an average

bedding of 40 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), and

joined with grooves or without groove with grey 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 floor, all height, as specified and as directed by the Engineer-in-

The rate shall be inclusive of kadappa 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 relevant Tender item. The contractor

shall arrange loose Samples for approval from the Engineer-in-Charge

before mass execution.

The actual laid area of the Kadappa stone shall be measured for payment

without considering any wastage.

60 25 mm thick any type of Textured finish Kadappa stone i.e. river wash, Sqm 90 1,435

leather finish, linen finish, lappato finish or similar finish

Grouting the joints of flooring/ wall tiles/ stone

Extra for Providing and Grouting the joints of flooring/ wall tiles/ stone as

specified having joints of up to 5 mm width in total thickness, using epoxy

grout/ PU grout (internal/external catagory) of approved make and shade

including PVC spacer, filling/ grouting, protecting tile, abro-tap and finishing

complete as per direction of Engineer-in-charge.

61 Grouting for any type stone of any size and in total thickness of stone Sqm 90 113

Signature of Bidder

TOTAL AMOUNT

TOTAL AMOUNT

SR.NO DESCRIPTION UNIT Total Quantity Rate ( In Rs.)

62 Additional Floor bedding with concrete screed : cum 7 6,836

Cement concrete pavement/ flooring/ for additional floor screed with M10

grade, including spreading as per gradient, levelling and finishing complete

as directed by Engineer in charge.

63 Sandwich panels for roofing Sqm 33 3,244

Providing and fixing pre-painted sandwich panels for roofing, of an approved

make. The panels shall feature PPGL type 35/250 profile sheets, SMP

coated, with a thickness of 0.5 mm (TCT) for both external and internal

surfaces, and light profiling at the bottom, with a guard film on both sides.

The insulation core shall be rigid PIR insulation with a minimum density of

kg/m³ and a minimum thickness of 50 mm at the valley.

The rate shall include all necessary accessories such as fasteners, washers,

stitch rivets, lap sealant, fillers, gable and eaves flashings, and ridges, using

the same material as the panel skins. The work will involve sealing laps with

sealant, protecting exposed ends, and ensuring proper installation as

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

The panels shall be procured in the approved colour and brand. The actual

installed plan area of the sandwich panels will be measured for payment,

excluding any wastage.

Total Carried Over to Summary

FALSE CEILING

Gypsum False ceiling:

Providing and installing a gypsum false ceiling at all heights, including a

framework made from special sections, power-pressed from M.S. sheets,

and galvanized with a zinc coating of 150 gms/sqm (both sides) in

accordance with IS: 277. The framework shall consist of angle cleats,

mm wide x 1.6 mm thick, with flanges of 27 mm and 37 mm, spaced at

mm centre-to-centre. One flange shall be fixed to the ceiling with dash

fasteners, 12.5 mm dia x 50 mm long and 6 mm dia bolts, while the other

flange shall be attached to angle hangers of 25x10x0.50 mm, of required

length, with nuts and bolts. The opposite end of the angle hanger shall be

secured to intermediate G.I. channels (45x15x0.9 mm), spaced 1200 mm

centre-to-centre. The ceiling sections, made from 0.5 mm thick bottom

wedge sections (80 mm with 26 mm tapered flanges and 10.5 mm lips),

shall be positioned perpendicular to the intermediate G.I. channels at

mm intervals using connecting clips made of 2.64 mm dia x 230 mm long

G.I. wire at each junction.

Perimeter channels, 0.5 mm thick and 27 mm high with 20 mm and 30 mm

flanges, shall be fixed to the wall or partition using rawlplugs at 450 mm

intervals, with 25 mm long drywall screws spaced at 230 mm. Gypsum

boards shall be attached to the ceiling sections and perimeter channels with

3.5 x 25 mm drywall screws at 230 mm intervals. Jointing and finishing shall

include a flush finish of tapered and square edges using recommended

jointing compound, jointing tapes, and three layers of jointing compound

covering up to 150 mm on both sides of the joint, followed by two coats of

primer suitable for the board. All work will be executed as per the

manufacturer’s specifications.

In the false ceiling work, vertical drops (drop-down patta) more than 300 mm

shall be measured and paid. The rate shall also include the cost of making

openings for light fittings, grills, diffusers, and cut-outs made with frames of

perimeter channels suitably fixed, all complete, as per theb drawings,

specifications, and direction of the Engineer in Charge, but excluding the

cost of putty and painting. The installation shall be carried out by an

approved installer and the material of the suspension system shall be as per

the manufacturer's specifications.

The Contractor shall prepare shop drawings with coordination of all services

and openings/accesses. The sample, shop drawings, and mock-ups shall be

approved by the Engineer-in-Charge. The actual installed area in plan and

area for vertical drop down more than height/width of 300 mm shall be

measured for payment without considering any wastage and without

deductions of area for lights, diffusers, columns, etc. Nothing extra shall be

paid for making provisions for providing lights, diffusers, AC grills, fire alarm

systems, sprinkler systems, and other such fittings/services. All work shall

be carried out as per the approved sample, mock-up, and shop drawings

including all material and labour.

64 b) 12.5 mm thick fire resistant glass reinforced gypsum (GRG) boards Sqm 9 2,486

(Confirming to BS476) complying to IS: 2095 :

Signature of Bidder

TOTAL AMOUNT

TOTAL AMOUNT

SR.NO DESCRIPTION UNIT Total Quantity Rate ( In Rs.)

65 External grade HPL False ceiling sqm 26 9,502

Providing and fixing suspended false ceiling in any size, any shape, any

level, all height, any pattern made of Exterior grade minimum 6mm thick any

finish, any shade, any color, of approved make duromer high-pressure

laminates (HPL) board as per EN 438-6 type EDF manufactured with norm

conformity of EN 438-7 using patented NT Technology (NT is Non-fading

high performance acrylic polyurethane surface Technology), Certified by

Third party for 33 years of outdoor exposures. Max Exterior Panels are

double hardened including acrylic polyurethane resin which is thermally cured

under High pressure & High temperature, with an operational range of -80°C

to +80°C. These Panels also have the CE-Mark necessary for their use in

building applications with Fire Testing as per BS 476-7(Class 1 ), ASTM E

84 (FSI -10 ), and EUEN13501-1 (BS2,D0)

Installation of Max Exterior HPL panels to be done by FS-01 Clip (minimum

size 70 X 30 X 12 x 3 mm thick) with recommended Aluminum Sections (L

section/T section) held by required capcity Aluminum brackets (minimum

size 90 x 55 X 36 x 3 mm thick). Recommended Aluminum T section of

Minimum 75x37x2 mm thick and L section of Minimum 40x37x2.9mm thick

held by Bracket with Wind load and Dead load slot as per design, self

tapping screws, anchored by required capacity anchor fasteners of approved

make along with Thermal Separator/bi-metalic seperator. Every brackets

shall be fixed at minimum 1200 mm C/C distance and FS-01 Clip shall be

fixed at minimum 450 mm C/C. (Aluminumn member size and number shall

be as per actual requirement to recive it expected performance & stability of

whole system, however Minimum thickness and size of meber shall be as

per specified). If required Contractor shall appoint facade consultant to

validate the design provided by the authorized applicator ofthe manufacturer

for the false ceiling without any extra cost.

Integration of false ceiling with MS member of roofing and standing seam

roofing is inlcuded in this item and for it, all necessary work shall be execute

as per recommandation of the manufacturer. Complete fixing shall be

execute by the approved applicator of manufacturer of the system without

any extra cost. To execute complete system as per manufacturer's

specifications and recomandation, all type of work is included in this item

without any extra cost. Stability responsibility shall be of the contractor and

all necessary calculation and load shall be considered for execution of this

The Panels to be jointed and finished as per design intent, and as per

manufacturer specifications and Item is with including the cost of making

openings for light fittings, grills, diffusers, cut-outs made with frame of

necessary framing suitably fixed all complete as per drawing and

specification and direction of the Engineer in Charge.

In False ceiling, drop-down patta (vertical) more than height/width of 300 mm

shall be measured and paid. The rate shall also include the cost of making

openings for light fittings, grills, diffusers, and cut-outs made with a required

framing suitably fixed, all complete as per drawings, specifications, and

direction of the Engineer in Charge.

The contractor shall prepare shop drawings with coordination of all services

and opening/ excess. Sample, shop drawing, and mock-up shall be

approved by the Engineer in charge. The actual installed area in the plan and

area for vertical drop down shall be measured for payment without

considering any wastage and without deductions of area for lights, diffusers,

columns, etc. Nothing extra shall be paid for making provisions for providing

lights, diffusers, AC grills, fire alarm systems, sprinkler systems, and other

such fittings/services. In case of any additional MS work is required to

execute shall be payable in relevant tender item.

Total Carried Over to Summary

METAL WORK

1. All adhesives, sealants & paint shall be with low VOC with acceptable

VOC content as per GRIHA requirements and lead free.

2. 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.

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

4. The rate shall include cost of all types of fasteners (ETA approved) to be

used for fixing.

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

6. All elements shall be factory fabricated and finished, only final finishing to

be made on site with all precautions.

7. 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.

8. contractor shall provide PVC/ nylon seprator, where two different metals

connect to avoid galvanic reactions.

Signature of Bidder

TOTAL AMOUNT

TOTAL AMOUNT

SR.NO DESCRIPTION UNIT Total Quantity Rate ( In Rs.)

66 Structural steel work - Fabrication works - with paint Kg. 2,477 181

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, signage pole, service elements,

Jali, clamp, logo, sculpture etc. including straightening, cutting, bending,

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.

Contractor 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,structual steel work as per approved make.

The rate shall include for applying (on all surfaces of MS member) two or

more coats PU paint (DFT min 40 micron per coat)/Hammer Finish paint of

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

anti corrosive epoxy base primer for PU paint/ epoxy primer for hammer

finish paint, as per manufacturer's specification, anchor fastener etc all

67 Extra for providing Hot dip galvanizing work confirming to IS 4759/ Kg 100 53

2629/ 2633 with zinc of 610 GSM thickness on any type of MS section for

any elements etc. for all the places, all heights, all level as per the drawing

and as instructed by Engineer in charge. The rate shall include preparing the

surface by shot blasting/ acid washing prior to hot deep galvanizing, labour,

tools, machinery etc complete (Sample to be approved). The weight of steel

sections before galvanization shall be measured for payment. The cost of

steel sections shall be paid for separately under relevant item.

Total Carried Over to Summary

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.

thickness and approved by 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 same.

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

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

TOTAL AMOUNT

TOTAL AMOUNT

SR.NO DESCRIPTION UNIT Total Quantity Rate ( In Rs.)

Red mandana stones - for treads/copping/seating - fixing with

Providing and laying machine-cut red mandana 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, etc as per the drawings.

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 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, and as directed by the

Engineer-in-Charge. The joint between the treads and risers shall be finished

as per the drawing.

The rate shall be inclusive of mandana stones (as per the approved

sample), adhesive for fixing, cement slurry, matching pigment, all labour, etc

complete, but excluding cement mortar 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 wastage.

68 40 mm thick any type of textured finish RED MANDANA stones, i.e. river Sqm 21 2,438

washed, leather finish, linen finish, lappato finish or similar finish

69 Kota Stone - For Flooring - fixing with cement mortar Sqm 315 1,688

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 1:4 (1

cement: 4 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 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 wastage.

70 Kota stones - for treads/copping/seating - fixing with cement mortar Sqm 14 1,364

Providing and laying machine-cut Kota stones in a single piece of 25mm

thickness, polished/textured finish, of any shade (uniform), any size, and any

shape for treads of steps, coping and seating, 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 an average 20 mm thick base of

cement mortar 1: 4 (1 cement: 4 coarse sand), 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 joints between the treads

and risers shall be finished as per the drawing.

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

fixed with cement mortar bedding, 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 wastage.

Signature of Bidder

TOTAL AMOUNT

TOTAL AMOUNT

SR.NO DESCRIPTION UNIT Total Quantity Rate ( In Rs.)

71 Kota Stone - For risers of steps, dado etc. or similar - fixing with Sqm 49 1,554

cement mortar

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 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 wastage.

72 Kadappa Stone - For Flooring - fixing with cement mortar Sqm 14 2,144

Providing and laying machine-cut 50 mm thick any type of Polished/

Textured (i.e. river wash finish, leather finish, linen finish, canvas finish etc)

finish kadappa 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 1:4 (1 cement: 4 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 stone (as per the approved sample), fixed with

cement mortar bedding, cement slurry, matching pigment, all labour, etc,

complete but excluding filling with 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 stone shall be measured for payment without

considering any wastage.

73 Precast elements for misc. items cum 5 14,350

Providing, hoisting and fixing fair finish Precast Concrete of M 25 grade in

light pole cover, base of dustbin, saucer drain, coping, precast manhole

cover any type of foundations etc of approved make and as per sample,

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 preduction/ 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 payble if rejected or casted in other location

(not in scope of work area).

74 Precast Planter No. 2 546

Providing, hoisting, and arranging in position precast exposed/ fair finish,

factory made concrete planter of approximate size 800mm x 600mm x

make, made of minimum M-25 grade reinforced cement concrete.

The rate shall also include for erecting and fixing the planter in position as

per drawing, fixing, finishing,TMT reinforcement bar (if required) etc

complete as directed by Engineer in charge.

Contractor shall submit methodology for erection of planter and get

approved from Engineer in charge. Installed planter shall not have any

Sample shall be approved by Architect and Engineer in charge before mass

production. Architect reserves right to reject part or all work of sub standard

or not in confirmation to approved sample as per mock up. Sample and

mock shall not be payble if rejected or casted in other location (not in scope

of work area).

Signature of Bidder

TOTAL AMOUNT

TOTAL AMOUNT

SR.NO DESCRIPTION UNIT Total Quantity Rate ( In Rs.)

75 Providing and erecting 2.00 metre high temporary barricading at site; Rmt 69 1,075

made of precated sheet/ MS panel with required MS fabrication work with

required civil work. Suitable arrangement shall be made to fix the barricading

to avoid from overturning by suitable arrangement. Stability of baricadding

shall be responsibility of contractor. The work shall be executed as per

drawing/ direction of Engineer-in-Charge which includes writing and painting,

arrangement for traffic diversion such as traffic signals during construction at

site for day and night, glow lamps, reflective signs, marking, flags, caution

tape as directed by the Engineer-in-Charge. The barricading provided shall

be retained in position at site continuously i/c shifting of barricading from one

location to another location as many times as required during the execution

of the entire work till its completion.

Rate include its maintenance for damages, painting, all incidentals, labour

materials, equipments and shifting required to execute the job. The

barricading shall not be removed without prior approval of Engineerin-

Charge. No extra rental will be given to the contractor in case of any delays

from his part for construction or due to any valid time limit extensions.

(Note :- Procured quantity of barricading shall be approved by the engineer

in charge before procurement/ fabrication of barricading and One time

length of the procured barricading shall be measured for payment. The rate

include providing barricading from start of work till completion of work i/c

shifting. The barricading provided shall remain to be the property of the

contractor on completion of the work).

76 Providing and fixing SS 304 grade brush finish 1.0 mm thick Internal Sqm 2 20,530

signage of any shape any size and in any language like Gujarati, Hindi and

English with letter, numbers, graphic, arrow, symbol etc made by etching

with duco paint/ laser print or vinyle sticker with lamination of approved

shade. All signage plates shall be made in CNC water jet cutting, with all

smoothen edges and pencil round corner. Signage matter shall be as per

drawing. The plate shall be fixed on brick masonry or RCC wall/ door with

the necessary fixing like stud, fastner, self adhesive or adhesive etc

complete for all floor all height as directed by Architect and Engineer in

charge. The rate shall be inclusive of all material, labour, drilling, fasteners/

adhesive, scaffolding etc. at all heights. Only elevation area shall be

measured and paid. The contractor shall submit the shop drawings based on

concept design and prepare the sample and get it approval before

execution.

General Notes for Horticulture work:

1.All plants shall be of the size specified in the Plant Schedule & Planting

Palette at the time of delivery to the site and shall be obtained from an

approved source.

2.All plants shall be supplied as specified in tender documents and the

Contractor is expected to import stock if it is not available locally.

3.Consultant shall inspect and approve all imported and locally sourced

plant material at place of origin.

4.All plants shall be container grown, except for field grown palm species.

Container grown nursery stock shall be vigorous, healthy, and have a well

established root system spread throughout the growing medium container

to maintain a firm ball when the container is removed.

5.The Tender must be based, without exception, upon plants that are

specified. If plants are subsequently found to be unobtainable, alternatives

may be submitted, stating how they differ from the Specification. Such

substitutions may not be acceptable and submission of further alternatives

may be required. Approval in writing shall be obtained for any substitution.

77 Soil Filling for Gardening/Plantation Cum 20 903

Providing and laying good quality garden soil, obtained from outside which

can be useful for all plants as per specification. Garden soil shall be mixture

of 1 part Garden Sweet Soil : 1 part Coco Peat : 1 part Well Rotted Organic

Compost (1:1:1) including laying of soil in required quantity and in proper

slope as mentioned in drawing, watering, 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

be planted in excavated pit/ tree pit with hume pipe of required size without

damaging any primary roots. Rate shall be inclusive of supplying of tree,

loading, transporting, unloading,excavation for tree pit, disposal of any type

of soil, 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/ tree stakes be made out of 3 no 50mm dia and approximate 2.5 mt

long (2.0 mt above ground and 0.50 mt below ground) 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 stack shall be painted

with bituminous paint at below ground portion puls 150mm above ground

portion. 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.

Signature of Bidder

TOTAL AMOUNT

TOTAL AMOUNT

SR.NO DESCRIPTION UNIT Total Quantity Rate ( In Rs.)

Rates of mortality up to the maintenance period to be inclusive, in that

condition contractor has to replace the plant of the same specification

without any extra cost. The cost of excavation or tree pit shall be paid in the

relevant tender item.

Tree varieties shall be as per the proposed planting palleted.

Rates are inclusive of maintenance for a period of 3 years from the date of

substantial handover.

1. At the time of procurement, Tree stock shall be container-grown, or bur

lapped with geo fabric and grown in sandy beds as per the technical

specification.

2. Trees shall have a minimum girth as mentioned in the planting palleted/as

per drawing.

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

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

78 is removed.

Tree Plantation - Category T1 (As per drawing) Each 5 3,712

79 Tree Plantation - Category T2 (As per drawing) Each 5 3,350

Total Carried Over to Summary

DISMANTLING AND DEMOLISHING

80 Dismantling of existing PCC work of any grade in any type of elements, Cum 5 1,078

including tools, plants and scaffolding wherever necessary, sorting the

dismantled material, disposal of unserviceable material at non objectional

place and stacking the serviceable material with all lifts and leads as

directed by engineer in charge.

81 Dismantling of existing RCC work of any grade in any type of elements by Cum 49 1,526

mechanical or manual means as suggested by Engineer in charge, including

cutting reinforcement, including tools, plants and scaffolding wherever

necessary, sorting the dismantled material, disposal of unserviceable

material at non objectional place and stacking the serviceable material with

all lifts and leads as directed by engineer in charge.

82 Dismantling of existing any type of masonry work in type of structure in Cum 5 1,019

any thickness, with or without plastered or any type of wall lining work, in any

type of mortar including tools, plants and scaffolding wherever necessary,

sorting the dismantled material, disposal of unserviceable material at non

objectional place and stacking the serviceable material with all lifts and leads

as directed by engineer in charge.

83 Dismantling of existing any type of Steel Structures/ Metal works for all Kg. 100 4

level including dismantling, cutting, dismembering all elements of structure

by any means as suggested by engineer in charge, earth work, base

concrete and making good the disturbed ground, stacking useful materials

and disposing off the unserviceable materials at non objectional place with

all lead and lift and as directed by Engineer in charge.

84 Removal of existing kerb stones of any type, any size, any thickness in Rmt 10 45

required depth including removing kerb with base PCC including excavation

etc, 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.

85 Dismantling/ removing tiled, paved floors, stone floors with all required Sqm 324 188

sub layers including 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.

86 Dismantling of Fencing (Dismantling of barbed wire fencing/ wire mesh Rmt 10 40

fencing, including posts, foundation concrete, back-filling of pit by manual

means, including disposal of dismantled material with all lifts and up to a lead

of 1000 metres, stacking serviceable material and unserviceable material

separately.)

Signature of Bidder

TOTAL AMOUNT

TOTAL AMOUNT

SR.NO DESCRIPTION UNIT Total Quantity Rate ( In Rs.)

Transplantation of trees

Transplantation of trees with in a distance of all lead including excavation

around existing tree, pruning of branches, lifting, loading and transportation

of existing tree, digging pits for placing tree at new place, adding manure,

sand, fertilizer, hormones and bio fertilizer to it. Levelled and neatly dressed

and disposal of surplus materials from old existing and new sites to

designated place. Each tree should be firmly secured to the stake so as to

prevent excessive movement, flooding with water, treatment of roots, rope

and gunny bags as per direction of the Engineer in charge. T&P and all

required materials shall be arranged by the contractor and nothing extra

shall be paid on this account. Contractor shall take prior approval before

execution. Location of transplantation shall be as instructed by Engineer in

87 Girth of trees upto 150cm. Each 2 10,128

88 Girth of trees beyond 150cm Each 2 21,851

Total Carried Over to Summary

Total Civil Amount

A2 Plumbing Work

89 Providing and fixing on wall face C.I. Rain water pipe including filling the Rmt 6 286

joints with spun yarn soaked in neat cement slurry and cement mortar 1:2 (1-

Cement : 2-fine sand) (A) 75 mm dia.

90 Providing and fixing M.S Holder bat clamps of approved design to C.I. or Each 5 115

S.C.I. pipes embedded in and including cement concrete blocks 100mm x

100mm x 100mm. size of 1:2:4 ( 1-Cement : 2-coarse sand :4- graded stone

aggregate of 20mm nominal size ) and cutting holes and making good the

wall etc, complete. (A) 75mm dia.

91 Providing and fixing for wall plugs and standard holder bat clamps Each 10 66

comprising of two semicircular haves of flat iron and cast iron base screwed

on wooden plugs. (B) 80 mm dia.

Total Plumbing Amount

Total Amount ( Civil + Plumbing ) In Rs.

Total Amount ( Civil + Plumbing ) In Rs.

Signature of Bidder

WORK OF CONSTRUCTION OF SOUVENIR SHOP AND TICKET BOOTH NEAR FLOWER PARK AREA, INCLUDING CIVIL, PLUMBING,

ELECTRICAL, ELV, FFTG & HVAC FOR SRFDCL

SUB SECTION

Electrical, ELV & HVAC Works

Rates Total Amount

Rates Total Amount

Sr. No. Description Unit Total Quantity

B Electrical, ELV & HVAC Works

B1 Electrical Work

Distribution Board

Providing and erecting Double Door (IP 43) single phase incoming and

horizontal single phase outgoing 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 &

1 without MCB to house appropriate nos. of MCBs.(The DBs should be Nos. 1 1,493

used of same company of MCB to be used) suitable for

12 way SPN DB

Providing and erecting Double Door (IP 43) single phase incoming and

horizontal single phase outgoing 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 &

2 without MCB to house appropriate nos. of MCBs.(The DBs should be Nos. 2 1,681

used of same company of MCB to be used) suitable for

16 way SPN DB

Providing and erecting following way double door horizontal type three

pole and neutral Sheet Steel MCB distribution board 415 V on

surface,recess ,complete with tinned copper busbar,netural bus bar

3 ,earth bus bar ,din bar,interconnections ,powder painted including Nos. 1 2,339

earthing etc. as required.

4 way TPN DB

Providing and erecting Double Door (IP 43) 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

4 be used of same company of MCB to be used) suitable for three phase Nos. 1 3,413

incoming and single phase horizontal type outgoing Per phase isolation

type (PPI) sheet steel double door

8 way TPN DB

MCB 's and its Accessories

Supply installation testing and commissioning of Surge Protection

Devices (SPD) in existing distribution boards. 1.2KV Protection

level,Class 's', (Imax-15-20KA, 8/20µS ) Double Pole. Complete as

Supply installation testing and commissioning of Surge Protection

Devices (SPD) in existing distribution boards. 1.2KV Protection

6 level,Class 's', (Imax-15-20KA, 8/20µS ) Four Pole. Complete as required. Nos. 2 5,793

Supply installation, testing and commissoning of din rail mounted, single

phase 230V AC, over voltage protection release. Complete as required.

Providing and erecting Miniature circuit breaker single pole 6A to 32A

suitable to operate on 240 V A.C. system and having breaking capacity

8 10 KA to be erected in existing box. confirming to IS 8828/1996 with ISI Nos. 34 112

Mark. Cat.III

Providing & erecting 240 V MCB double pole switch for motor & inductive

load (C Curve) having 10 KA breaking capacity & confirms to IS :

9 in existing box having following capacity. Nos. 4 300

6 to 32 Amp. Cat-III

providing and erecting Approved make RCCBs conforming to IS:

and having sensitivity of 100 mA and Short Circuit withstand capacity of

10 KA and suitable for operation on single phase 240 V,50Hz. having

10 characteristic of quick action & tripping with all advance feature & do not Nos. 1 1,992

incorporate any electronic component. for following Max. rating erected

as directed

25 Amp DP Cat.III

Signature of Bidder

Rates Total Amount

Rates Total Amount

Sr. No. Description Unit Total Quantity

providing and erecting Approved make RCCBs conforming to IS:

and having sensitivity of 100 mA and Short Circuit withstand capacity of

10 KA and suitable for operation on single phase 240 V,50Hz. having

11 characteristic of quick action & tripping with all advance feature & do not Nos. 3 2,267

incorporate any electronic component. for following Max. rating erected

as directed

40 Amp DP Cat.III

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

12 conforming to IS 12640 test knob facility trip free mechanism operating Nos. 1 1,944

for rated leakage at nominal ten volt, complete erected including all

materials lugs screws etc. completed.

32/40 Amp DP

Supplying & erecting approved make RCCB + MCB (Electro magnetic

type only) working on residual current device having 10 KA short circuit

breaking capacity and 100 mAmp. Sensitivity & 30 mili sec. tripping time

13 conforming to IS 12640 test knob facility trip free mechanism operating Nos. 2 2,901

for rated leakage at nominal ten volt, complete erected including all

materials lugs screws etc. completed.

Providing & erecting 415 V MCB Four Pole for Motor & Inductive Load

(C Curve) having 10KA breaking capacity & confirms to IS :8828 in

existing box having following capacity

6 to 32 Amp. Cat-III

Providing & erecting 415 V MCB Four Pole for Motor & Inductive Load

(C Curve) having 10KA breaking capacity & confirms to IS :8828 in

existing box having following capacity

40 Amp. Cat-III

16 SITC Half / One Module Blanking Plate of Standard Size. Nos. 10 9

Sheets steel powder coated enclosure suitable for incorporating One/Two

Sheets steel powder coated enclosure suitable for incorporating

three/four nos. MCB.

Caution Board :

Providing and erecting metallic vitrified danger notice board as per

language suggested by engineer incharge for MEDIUM VOLTAGE

installation to be erected as per IS-2551.

Supplying,installation,testing and commissioning of Astronomical time

switch of following configuration to be mounted in feeder pillars / Lighting

DBs for automatic switching On & OFF of street lights at sun set & sun

rise or twilight(Auto ON, Auto OFF, Auto modes) with manual override

20 facility with 12/24 hour display format with suitable 12/24 hours battery Nos. 1 3,635

back up and indication for relay status i/c programming at site complete

as required.

1 output per phase and suitable for single phase supply

Supplying & erecting power contactor ,AC3 duty for time switch complete

21 erected as per direction Cat III Nos. 1 1,884

Providing & erecting Medium Voltage Danger Notice Board sticker as per

language suggested by engineer incharge of standard size as per IS-

Sub-Total

MV Cabling

Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable

multistrand Copper conductor for 1.1 KV. to be laid on wall with

necessary clamps or in existing trench / pipe at road crossing or floor of

23 Meter 100 677

following size of cables.

4 core 10 Sq. mm

Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable

multistrand Copper conductor for 1.1 KV. to be laid on wall with

necessary clamps or in existing trench / pipe at road crossing or floor of

24 following size of cable. Meter 100 396

3 core 6 Sq. mm

Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable

multistrand Copper conductor for 1.1 KV. to be laid on wall with

necessary clamps or in existing trench / pipe at road crossing or floor of

25 Meter 70 215

following size of cable.

3 core 2.5 Sq. mm

Signature of Bidder

Rates Total Amount

Rates Total Amount

Sr. No. Description Unit Total Quantity

Total Carried Over to Summary

Cable Termination

Providing and, fixing heavy duty flange type brass cable gland with rubber

ring for PVC insulated armoured cable complete with out going tails,

insulating tape etc and solder less crimping type copper lugs for following

26 size of cables. Nos. 2 79

4 core 10 Sq. mm

Providing and, fixing heavy duty flange type brass cable gland with rubber

ring for PVC insulated armoured cable complete with out going tails,

insulating tape etc and solder less crimping type copper lugs for following

size of cables.

3 core 6 Sq. mm

Providing and, fixing heavy duty flange type brass cable gland with rubber

ring for PVC insulated armoured cable complete with out going tails,

insulating tape etc and solder less crimping type copper lugs for following

size of cables.

3 core 2.5 Sq. mm

Solder less crimping type Copper lugs conforming to IS suitable for cable

of following size evenly crimped with high pressure tool & connected to

29 switchgear terminals with brass/cadmium plated nut bolts in an approved Nos. 27 8

Total Carried Over to Summary

Cable Tray and Raceway

Providing and fixing approved make Ladder type cable tray. Made from

M.S sheet with all accessories like coupler, GI nut bolts,bend, tee,

reducer etc . The cable tray should be bended as per IS 2062/1079 shall

be fabricated of double bended channel section longitudinal members

with single bended Channel section. Rungs of members welded to the

30 base of the longitudinal members at 250 mm c/c spacing . as per IS and Meter 20 602

shall be coated with hot dip galvanizing as per IS 2629/4759. with

coupler plate / Fish plate and GI hardware like nut - bolt and washers etc.

erected on existing support as per Specification and as per instruction of

engineer in charge..

150 X 100 X 1.6 mm Thick

Providing , erecting , fabricating the M.S. structure as per requirement on

site incorporating proper size of M.S. angles,square,round, flats, bars,

channels, sections complete with cutting, welding, grinding & finishing

duly painted with one coat of red oxide with erection on site as per

31 direction of engineer in charge with necessary grouting, cementing, Kg 10 78

plastering & finishing complete. including applying zinc chromate yellow

oxide and two to three coats of required enamel paints with anchor

fasteners etc.

Supplying,fabricating and installation of various sizes junction boxes

made out CRCA sheet with all necessary accessories & hardware 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.

Total Carried Over to Summary

Internal Wiring

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,

33 single mounting base frame covered with textured/metallic/white front Nos. 20 449

plate modules erected on / in wall / ceiling as per pipe erected, with

necessary Lamp holder/ceiling rose / H.D.Connector as directed.

(a) with medium class Rigid PVC pipe and accessories erected flushed

on wall/ceiling complete

Signature of Bidder

Rates Total Amount

Rates Total Amount

Sr. No. Description Unit Total Quantity

Point wiring for Tissino / Modular secondary light point 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, 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 with 3 mm thick PC(Polycarbonate) / Acrylic sheet for open /

34 concealed wiring. with necessary Lamp holder / ceiling rose / Nos. 16 168

H.D.Connector as directed.

Maximum up to 6 mtrs length, excess will be considered as Mains for

Secondary Point.

with medium class Rigid PVC pipe and accessories erected concealed in

wall/ceiling complete

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 step type electronic fan regulator

mounted and accessories with earth continuity of following type erected

on PVC / Metallic/Wooden box, single mounting base frame covered with

35 textured/metallic/white front plate modules erected on / in wall / ceiling as Nos. 7 638

per pipe erected. with necessary ceiling rose / H.D.Connector as directed.

(a) with medium class Rigid PVC pipe and accessories erected flushed

on wall/ceiling complete

Point wiring for Individual Plug with & earth wire of 1.5 sq.mm (Green)

both are of ISI marked 1.1 KV grade FRLS PVC insulated multi strand

copper wires in below type of pipe erected complete with Modular type

switch & 5 pin Plug erected on PVC / Metallic/Wooden box covered with

appropriate front plate modules erected on / in wall / ceiling as per pipe

36 erected with following type of accessories. Nos. 24 633

For 6 amp plug and 6 amp switch with 2-1.5 sq. mm Cu. Mains from

mcb db board

with HMS Rigid PVC pipe and accessories erected concealed in

wall/ceiling complete.

Supply installation testing and commissioning of 16A Plug and 16 amp

switch with 2-2.5 sq.mm Cu. Wire with 1.5 sq.mm ( green) earthing wire

37 from mcb d b board. Nos. 8 930

with HMS class Rigid PVC pipe and accessories erected concealed in

wall/ceiling complete.

Point wiring for on board Looped Plug with 6A Modular type switch &

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

Providing following type of Modular Type Accessories mounted with PVC

/ metallic/Wooden box, single mounting base frame covered with textured

/ metallic/white front plate , modules erected with necessary connections

as per site situation directed by Engineer In charge.

6 Amp. SP one way switch ( Cat-III)

Providing following type of Modular Type Accessories mounted with PVC

/ metallic/Wooden box, single mounting base frame covered with textured

/ metallic/white front plate , modules erected with necessary connections

as per site situation directed by Engineer In charge.

6 Amp round pin socket (Cat-III)

Providing following type of Modular Type Accessories mounted with PVC

/ metallic/Wooden box, single mounting base frame covered with textured

/ metallic/white front plate , modules erected with necessary connections

as per site situation directed by Engineer In charge.

16 Amp. SP one way switch ( Cat-III)

Providing following type of Modular Type Accessories mounted with PVC

/ metallic/Wooden box, single mounting base frame covered with textured

/ metallic/white front plate , modules erected with necessary connections

as per site situation directed by Engineer In charge.

6/16Amp. Universal socket ( Cat-III)

Supply installation testing and commissioning of IP 66 rated made of

polycarbonate outdoor box along with Adptor , PVC membrane &

Moulded type 6/16A socket & 20A switch shrouded with shuttered

including connections earthing etc. with 4.0 sq.mm wire for phase and

neutral & 2.5 sq.mm earth wire & MMS class Rigid PVC complete as

Signature of Bidder

Rates Total Amount

Rates Total Amount

Sr. No. Description Unit Total Quantity

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 for earth

44 Meter 250 84

continuity of following size

With HMS Rigid PVC pipe and accessories

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 for earth

45 Meter 250 100

continuity of following size

With HMS Rigid PVC pipe and accessories

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 concealed in /flushed on wall/ceiling, with 1.5 sq. mm copper

conductor FRLS PVC insulated stranded wire of green colour for earth

46 Meter 250 63

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

47 conductor FRLS PVC insulated stranded wire of green colour for earth Meter 250 83

continuity of following size (A) With medium class Rigid PVC pipe and

accessories

(b) 2 wire 2.5 sq. mm

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 adhesive solution &

48 Clamps with following dia of pipes, in approved manner as directed Meter 70 33

Providing and erecting ISI mark Heavy 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 adhesive solution &

49 Clamps with following dia of pipes, in approved manner as directed Meter 70 37

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

50 conductor FRLS PVC insulated stranded wire of green colour for earth Meter 100 46

continuity of following size

in existing pipe

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 for earth

51 continuity of following size Meter 100 63

in existing pipe

2 wire 1.5 sq. mm

Total Carried Over to Summary -

Light fixture & Fans

Supplying, erecting, connecting, testing and commissioning of following

type internal/external Light Fixture with all necessary Hadware, Internal

Wiring with Lamp,Ballast , driver, etc. all required accessories. -

Light fixture should be approved by ERDA.

Any kind of LED Internal light fixture with basic rate of Rs.1500/- (Type A) Meter

Any kind of LED Internal light fixture with basic rate of Rs.2000/- (Type B) Nos.

Any kind of LED Internal light fixture with basic rate of Rs.4500/- (Type C) Nos.

Signature of Bidder

Rates Total Amount

Rates Total Amount

Sr. No. Description Unit Total Quantity

Any kind of LED Internal light fixture with basic rate of Rs.10000/- (Type Nos.

Supply, Installation, Testing and Commissioning of suitable sweep, BEE

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 Speed Control and all remaining

56 accessories including safety pin, nut bolts, washers, temperature rise = Nos. 7 2,800

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]

(A)900 mm sweep (36")

Supply, Installation, Testing and Commissioning of suitable sweep, BEE

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%, compitible with electronic regulator unit for Speed

57 Control and all remaining accessories including safety pin, nut bolts, Nos. 2 2,629

washers, temperature rise = 75 degree C (Max.), suitable for 140 to

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]

( A) 1200 mm Sweep (48")

Supplying and erecting 19 / 20 mm. nominal bore Medium Class M.S.

Pipe down rod erected duly painted for fan complete with proper

58 Meter 7 108

insulation without leakage and earthing

Supplying & erecting fan hook box of 10 mm M.S. round bar bounded to

the RCC bars up to 50mm length each side and pierced through a

59 Gauge M.S. box / Heavy Duty PVC box complete erected concealed in Nos. 7 108

Ceiling with necessary finishing.

Providing Fan clamp of 30 x 5 mm flat of required length & 10 mm M.S.

Bolt & Nuts erected with necessary hook of 10 mm M.S. Round Bar.

Providing 2.5mm.thick laminated acrylic sheet to cover the fan hook or

61 Fan box. Nos. 7 18

Total Carried Over to Summary -

Supply,Installation & testing of Earthing Station, consist of 3Mtr Copper

Bonded Rod of minimum 17mm diameter with minimum 25Kg

Resistance lowering compound Earthing. Copper Bonded Earth Rod

made from high tensile low carbon steel and each rod should molecularly

bonding 99.9% pure electrolytic copper to the low carbon steel core in

62 accordance with national and international standards such as BS6651, Nos. 6 7,550

possess excellent electrical conductivity. Scope includes heavy duty

earth chamber with load bearing capacity to ensure the safety of earthing

system.Complete as required.

Providing and erecting required size Copper strip for earthing of H.T.

63 OCB / ACB/ Transformer, LT panel board, Motors etc. using copper Kg. 40 795

64 Providing and erecting Annealed bare Copper wire 8 to 16 SWG. Kg. 10 795

Total Carried Over to Summary -

Miscellaneous

Signature of Bidder

Rates Total Amount

Rates Total Amount

Sr. No. Description Unit Total Quantity

Providing & laying approved make Double walled corrugated pipes

(DWC) of polyethylene(conforming to IS 14930 II )with necessary

connecting accessories of same material at required depth in existing

65 trench for laying of cable. below ground / road surface for enclosing Meter 250 74

63mm outer dia

Total Carried Over to Summary

External Lighting

Post top lantern

Supply, erecting,testing, commissioning of 4 Mtr. GI pole of 139 X

mm thk. With 400 X 12 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.

( As Per Typical Draiwng of Post Top) (Sample to be approved)

66 (1) integrated junction box having with necessary 6 way connector, 1 Nos. 4 22,903

No.2A SP MCB with din rail 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 foundation with 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.

Post top - Light Fixture

Supplying, erecting, connecting, testing and commissioning of following

type external Street Light Fixture with all necessary Hardware, Internal

67 Wiring with Lamp, Ballast etc. all required accessories Complete in all Nos. 4 26,513

Supply, installation, testing and commissioning any kind of External light

fixtures Type - E with Basic rate of Rs 21000/-

Total Carried Over to Summary

Supply (FOR Site), Testing & Commissioning of ON LINE Rack Mounted

UPS system with 5 mins battery backup with inbuilt battery rack complete

68 in all respect. Nos. 1 31,941

1 KVA UPS 1 ph in 1 ph

Total Carried Over to Summary

Total Electrical Work Amount ( In Rs.)

B2 ELV Works

ICT (Telephone and Data) Networking Infra

Conduits & Accessories 50 133

Supplying and fixing of following sizes of steel conduit along with

accessories in surface/recess including painting in case of surface

69 conduit, or cutting the wall and making good the same in case of Meter

recessed conduit as per technical specification etc. as required.

Providing and erecting ISI mark Medium class RIGID PVC PIPES of 200 30

following size complete to be erected on/in wall or ceiling erected with

necessary PVC fittings & Junction boxes fixed with adhesive solution &

Clamps with following dia of pipes, in approved manner as directed

Signature of Bidder

Rates Total Amount

Rates Total Amount

Sr. No. Description Unit Total Quantity

Providing & laying approved make Double walled corrugated pipes 50 56

(DWC) of polyethylene(conforming to IS 14930 II )with necessary

connecting accessories of same material at required depth in existing

71 trench for laying of cable. below ground / road surface for enclosing Meter

(A)50 mm outer dia

CAT6 UTP Cables & Components 750 39

SITC of CAT6 UTP 23AWG Solid: Per Meter (Including Five year free

72 maintenance with guarantee) Meter

SITC of Face Plate - Single (Keystone Jack,square) (Including Five year 10 91

free maintenance with guarantee)

SITC of Face Plate - Dual (Keystone Jack,square) (Including Five year 10 90

74 free maintenance with guarantee) Nos.

SITC of Jack Cat 6 Keystone UTP (Including Five year free maintenance 30 144

75 with guarantee) Nos.

SITC of Patch Panel Cat 6 UTP Keystone Type- 24 Port-Fully Loaded 2 3,929

76 (Including Five year free maintenance with guarantee) Nos.

SITC of CAT6 UTP 24AWG PATCH CORD:1M,Plug 30U' Snag less 30 157

(Including Five year free maintenance with guarantee)

SITC of CAT6 UTP 24AWG PATCH CORD:2M,Plug 30U' Snag less 30 179

78 (Including Five year free maintenance with guarantee) Nos.

Networking Enclosures & Accessories 2 16,665

Providing & Erecting Netwrok rack with following capacity with Necessary

cooling fan,Cable manager,6A PDU,equipment rack with necessary

mounting accessories.

SITC of 24 x 10/100/1000BASE-T PoE ports, 4 x Gigabit RJ45/SFP 2 31,997

Combo ports, Advanced L2 switching and security features, L2+ Static

Routing, Optional “standard mode” or “surveillance mode” management

80 user interface, 193 W PoE budget Nos.

[Approved by Competent Authority i.e. not Below the rank of Executive

Engineer ]

SITC of Maximum distance of up to 10 km Hot-pluggable Single-mode 2 4,802

1000BASE-LX (IEEE 802.3z standard) Duplex LC connector MSA, RoHS-

compliant (Including Five year free maintenance with guarantee)

Total Carried Over to Summary

IP Based CCTV & Surveillance System.

Supply, Installation, Testing & Commissioning of True Day Night Bullet 8 14,879

Camera 2MP, Full HD, 1/2.8 type CMOS image sensor, Autoiris Varifocal

lens 2.8 - 12mm motorized focus lens , Aperture Ratio F1.4, Wide

Dynamic Range - 120dB, H.265 / H.264 & MJPEG dual-stream encoding,

82 25/30fps@1080P (1920 ×1080), IR LEDs length minimum 30 m, Motion Nos.

Detection , Tampering ,Defocus detection , Hallway View, Micro SD Card

- 128GB capacity, IP66 rated, IK 10 as per technical specification as per

technical specification etc. as required.

Supply, Installation, Testing & Commissioning of Vandal reistant True Day 4 13,978

Night Veri-Focal Dome Camera 2MP, Full HD, 1/2.8 type CMOS image

sensor, 2.8 -12mm motorized focus lens, Aperture Ratio F1.8, Wide

Dynamic Range - 120dB, H.265 / H.264 & MJPEG dual-stream encoding,

83 25/30fps@1080P (1920 ×1080), IR LEDs length minimum 20 m, Motion Nos.

Detection , Tampering ,Defocus detection , Hallway view ,Micro SD Card

- 128GB capacity, IP66 rated, IK 10 and as per technical Specification ,as

per technical specification etc. as required.

Signature of Bidder

Rates Total Amount

Rates Total Amount

Sr. No. Description Unit Total Quantity

Supplying, installtion, testing and commissioning of 16 Channel upto 12 1 38,326

MP resolution supported, Incoming Bandwidth: Min. 512 Mbps

Outcoming Bandwidth: Min. 512 Mbps, Upto 12MP Recording resolution,

Display Interface : 2 HDMI port; atleast one supporting 4K resolution,

84 RAID : RAID0, RAID1, RAID5, RAID6, RAID10, Minimum 8 SATA Nos.

interfaces supporting hot-plug, Up to 18TB for each HDD, 2 X RJ45

10M/100M/1000M self-adaptive Ethernet interface, as per technical

specification etc. as required.

Supply, Installation, Testing & Commissioning of 10 TB Enterprice Level 4 17,585

SATA-II Harddisk for Recording Storage, as per technical specification

85 etc. as required. Nos.

Supplying, installing, testing and commissioning of 65-inch, LED Panel, 1 62,223

16:9 Aspect ratio, 350 cd/m2 Brightness, Anti-glare panel surface with

viewing angle 176 degree, 4K pixels resolution, Video Input Interfaces :

86 HDMI Type A Connector x 2, Mini D-sub 15-pin x 1, 20 Watt Built in Nos.

Speakers with wall mount bracket as per technical specification etc. as

Total carried forward to Summary

Total ELV Work Amount ( In Rs.)

Providing and erecting Inverter based approved make split air-

conditioning unit consisting of condensing unit with variable speed fan

motor, inverter type hermetically sealed rotary compressor with

accessories etc. duly connected separately erected evaporating unit and

blower motor with its accessories by means of extra supplied proper

87 insulated copper tubing,drain PVC pipes suitable for (cost includes Eco Ea. 4 51,667

Friendly green gas charging and 15A plug top & Remote Control & MS

Stand) with necessary core cutting.

(1) For ISEER Range (KWH/KWH)(3.1 to 3.99)

(C) for 1.7 to 2 ton capacity

Providing and erecting Inverter based approved make split air-

conditioning unit consisting of condensing unit with variable speed fan

motor, inverter type hermetically sealed rotary compressor with

accessories etc. duly connected separately erected evaporating unit and

blower motor with its accessories by means of extra supplied proper

88 insulated copper tubing,drain PVC pipes suitable for (cost includes Eco Ea. 1 86,490

Friendly green gas charging and 15A plug top & Remote Control & MS

Stand) with necessary core cutting.

(1) For ISEER Range (KWH/KWH)(3.1 to 3.99)

(D) for 2.2 to 2.5 ton capacity

Supplying and erecting insulated pair of soft copper tubing open or

89 concealed including power and control cable, necessary PVC drain pipes Rmt. 36 966

for Split AC machine up to 4 TR capacity

Maintenance Works

Annual Maintenance Contract (AMC)

All inclusive comprehensive annual maintenance contract for the entire

90 HVAC System supplied by the HVAC contractor inclusive of all parts and Job. 1 18,217

labor for all equipments supplied. This contract will commence for 4 years

after DLP of 1 Years & as per specifications.

Maintenance Works

Annual Maintenance Contract (AMC)

All inclusive comprehensive annual maintenance contract for the entire

HVAC System supplied by the HVAC contractor inclusive of all parts and

labor for all equipments supplied. This contract will commence for 4 years

after DLP of 1 Years & as per specifications.

Maintenance Works

Annual Maintenance Contract (AMC)

All inclusive comprehensive annual maintenance contract for the entire

92 HVAC System supplied by the HVAC contractor inclusive of all parts and Job. 1 18,217

labor for all equipments supplied. This contract will commence for 4 years

after DLP of 1 Years & as per specifications.

Signature of Bidder

Rates Total Amount

Rates Total Amount

Sr. No. Description Unit Total Quantity

Maintenance Works

Annual Maintenance Contract (AMC)

All inclusive comprehensive annual maintenance contract for the entire

HVAC System supplied by the HVAC contractor inclusive of all parts and

labor for all equipments supplied. This contract will commence for 4 years

after DLP of 1 Years & as per specifications.

Total HVAC Work Amount ( In Rs.)

Total Electrical, ELV & HVAC Works ( In Rs.)

Total Amount ( Electrical, ELV ,HVAC Works) In Rs.

Total Amount ( Electrical, ELV ,HVAC Works) In Rs.

Signature of Bidder

WORK OF CONSTRUCTION OF SOUVENIR SHOP AND TICKET BOOTH NEAR FLOWER PARK AREA, INCLUDING CIVIL, PLUMBING,

ELECTRICAL, ELV, FFTG & HVAC FOR SRFDCL

SUB SECTION

FFTG Works

Rates Total Amount

Rates Total Amount

Sr. No. Description Unit Total Quantity

C Fire Fighting Works

Fire Extinguishers

Supply, installation, testing and commissioning of Carbon Dioxide (Co2)

type Fire Extinguisher of 4.5 kg confirm to IS:15683, stored pressure,

1 squeeze type with ISI marked fitted with required accessories including Nos. 2 5,924

wall suspension brackets.

Make : Kanex / Safex / Ceasefire

Supply, installation, testing and commissioning of ABC (MAP 90%) type

6 kg Fire Extinguisher stored pressure, squeeze type confirm to

2 IS:15683, with ISI marked fitted with required accessories including wall Nos. 2 3,601

suspension brackets.

Make : Kanex / Safex / Ceasefire

Total carried forward to Summary

Total Amount ( FFTG Works) In Rs.

Total Amount ( FFTG Works) In Rs.

Signature of Bidder