DEVELOPMENT OF BUS DEPOT AT CHANDKHEDA ZUNDAL FOR AHMEDABAD MUNICIPAL TRANSPORT SERVICE

NAME OF WORK : DEVELOPMENT OF BUS DEPOT AT CHANDKHEDA ZUNDAL, AHMEDABAD

DOCUMENT : SCHEDULE B

TOTAL ESTIMATED RATE (In Rs.)

ITEM NO. QUANTIT ITEM DESCRIPTION UNIT

IN FIGURES IN WORDS AMOUNT (In Rs.)

1) The method of excavation shall be approved by the Engineer in

charge before execution.

2) Excavation shall be carried out very carefully without damaging

existing structures and surrounding if any.

3) If required, the contractor shall provide stabilization by any

means to protect the foundation of the existing structure and

building without any extra cost.

4) Rate shall include dewatering work (pumping out and removing

slush) while execution in underwater condition if required.

1 5,027 Excavation for all kinds of soil Cum 203.83 Rupees Two Hundred and Three

Earthwork in excavation for all kind of soil by any means and Paise Eighty Three Only

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 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.

2 738 Earthwork in excavation for all kind of soil by any means Cum 224.95 Rupees Two Hundred and

including getting out the excavated soil, sorting and stacking of Twenty Four and Paise Ninety

useful material, dressing of the sides, ramming of the bottom, and Five Only

disposal of surplus excavated earth for all lead within the campus

area and lift from 1.5 mt to 3.0 mt depth, etc complete as directed

by engineer-in-charge.

3 3,407 Filling available excavated earth (excluding rock) Cum 130.39 Rupees One Hundred and Thirty

Filling available excavated earth (excluding rock) in trenches, plinth, and Paise Thirty Nine Only

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 12,722 Filling of good earth/ murrum Cum 289.06 Rupees Two Hundred and Eighty

Excavating, supplying, and filling of good earth/ murrum brought Nine and Paise Six Only

from outside (including royalty) by any means; 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 using mechanical vibrator of required type and

capacity, including transportation, loading, unloading, screening,

passes etc. all complete for all lead and all lift and as directed by

the Engineer-in-charge.

5 36 Filling of sand Cum 460.19 Rupees Four Hundred and Sixty

Providing and filling in plinth, under the floor, sunk, subbase of any and Paise Nineteen Only

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.

6 100 Carriage of excavated earth/ gravel by mechanical transport Cum 412.49 Rupees Four Hundred and

including loading, transporting, unloading, stacking & leveling at the Twelve and Paise Forty Nine

non-objectional location for the lead of 5.0 Km beyond initial lead Only

and all lifts, etc complete and as per direction of the Engineer-in-

Charge. Item shall be executed after prior approval of the Engineer

7 100 Carriage of excavated earth/ gravel by mechanical transport Per km 9.35 Rupees Nine and Paise Thirty

including loading, transporting, unloading, stacking & leveling at the Per Cum Five Only

non-objectional places for lead beyond 5.0 Km per Km and all

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

Item shall be executed after prior approval of the Engineer in

AMTS HCPDPM Page 1 of

TOTAL ESTIMATED RATE (In Rs.)

ITEM NO. QUANTIT ITEM DESCRIPTION UNIT

IN FIGURES IN WORDS AMOUNT (In Rs.)

8 321 Anti-termite treatment Sqm 111.45 Rupees One Hundred and

Providing and injecting Chemical emulsion for PRE- Eleven and Paise Forty Five Only

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

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/plinth beam - The

soil retained by the walls (soil coming in contact with the retaining

wall/plinth beam) 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

g) 2 liter per linear meter for expansion joints in touch with

The contractor shall submit a methodology statement to the

engineer in charge before starting the work.

The footprint area of the Ground Floor of the building shall be

considered for payment in sqm.

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

4) With reference to the testing of piles on site, following types of

tests needs to be done without any extra cost.

a) INITIAL LOAD TEST - Minimum 2 number of separate Test Piles

(Other than foundation piles) to be casted and tested in near

vicinity. - These piles to be tested to Max. of Ultimate Load and

times the estimated safe load. and Report shall be submitted to the

engineer incharge from authorised agency.

b) ROUTINE TEST

- 1% of total piles (min. 2 piles) to be tested for Compression,

Tension and Lateral Capacity of piles separately. i.e. 2 for

Compression, 2 for Tension and 2 for Lateral Capacity of piles.

9 1,035 Concrete (PCC) of grade - M15 Cum 4,528.18 Rupees Four Thousand Five

Providing and laying in position machine batched, machine mixed Hundred and Twenty Eight and

plain cement concrete (PCC) of grade - M15 including compaction, Paise Eighteen Only

vibration, curing, transporting, finishing, and pumping wherever

necessary 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

AMTS HCPDPM Page 2 of

TOTAL ESTIMATED RATE (In Rs.)

ITEM NO. QUANTIT ITEM DESCRIPTION UNIT

IN FIGURES IN WORDS AMOUNT (In Rs.)

Ready mix concrete

Providing and laying in position Ready mix concrete/ batch mix

concrete of specified grade for fair finished 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, tremie controlled

pouring (wherever required); cost of admixtures in recommended

proportions as per IS: 9103 to accelerate, retard the setting of

concrete, improve workability without impairing strength and

durability; finishing, compacting, vibrating, curing, dewatering (if

required), temporary M.S. Liners for pile works if required. etc,

excluding the cost of Formwork and reinforcement, etc

complete for all elements, all floors, all level, any heights/ depths,

any shape, any lead and lift as directed by Engineer Incharge. In

case of concrete works for pile, Rate shall be included to chipping

dressing, dismantle of additional casted concrete up to cut off level

as per site requirment without any extra charge.

10 38 Concrete of M 25 grade Cum 6,073.38 Rupees Six Thousand and

Seventy Three and Paise Thirty

11 1,113 Concrete of M 35 grade Cum 6,809.07 Rupees Six Thousand Eight

Hundred and Nine and Paise

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.

12 2,47,844 Thermo-Mechanically Treated bars Fe 550 D Kg 76.21 Rupees Seventy Six and Paise

Twenty One Only

Formwork using any type of suitable material and/ or

proprietary system

Providing and fixing formwork using any type of suitable material

and/ or proprietary system formwork to give a fair finish concrete

with any shape and any size in plan and elevation including

centering, shuttering, strutting, propping, and removal, etc. height of

propping and centering below supporting floor to ceiling not

exceeding 4.50 Mt. and removal of the same for in-situ reinforced

concrete and plain concrete work, etc complete and as directed by

the engineer in charge.

13 964 a) Form work for Foundations, footings, bases of columns, sides Sqm 268.36 Rupees Two Hundred and Sixty

of the raft, etc. Eight and Paise Thirty Six Only

14 2,166 b) Formwork for Columns, Posts, and Struts etc. Sqm 395.62 Rupees Three Hundred and

Ninety Five and Paise Sixty Two

15 594 c) Formwork for Wall Sqm 327.21 Rupees Three Hundred and

RCC walls of any thickness including attached pilasters, buttresses, Twenty Seven and Paise Twenty

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

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

(Horizontal/ vertical lines shall be matched for each shuttering

16 74 d) Formwork for Slabs, Suspended floors, inclined/sloping roofs, Sqm 349.48 Rupees Three Hundred and

landings, balconies, Edges of slabs and breaks in floors(As Forty Nine and Paise Forty Eight

approved by the Engineer incharge) and access platforms etc. Only

AMTS HCPDPM Page 3 of

TOTAL ESTIMATED RATE (In Rs.)

ITEM NO. QUANTIT ITEM DESCRIPTION UNIT

IN FIGURES IN WORDS AMOUNT (In Rs.)

17 1,865 e) Formwork for beams, Lintels, girders, Pile cap etc. Sqm 289.03 Rupees Two Hundred and Eighty

Nine and Paise Three Only

18 50 f) Formwork for any type of Stairs (excluding landings) Sqm 339.94 Rupees Three Hundred and

Thirty Nine and Paise Ninety Four

Providing accurate and clean holes by wet drilling of specified

diameter in RCC walls, slabs, beams, or any other RCC member

without vibration by core cutting (diamond drilling) machine of

approved make for laying service lines including scaffolding, safety

majors, disposing of the debris, cleaning, making good, providing

epoxy mortar/ micro concrete/ patch repair mortar/Nonshrink grout

for concrete for grouting the gaps around the pipes for all levels/ all

height, after approval of engineer in charge. Measurement shall be

taken for the depth of holes in the running meter for a specified

diameter. Holes shall made by an authorized approved agency.

Scanning of reinforcement/MEP services shall be carried out before

core cutting if required and as suggested by the Engineer in charge.

The location of core cutting shall be approved by the Engineer-in-

19 5 Core cutting - Up to approximate 150 mm diameter Rmt 3,636.66 Rupees Three Thousand Six

Hundred and Thirty Six and Paise

20 5 Core cutting - Beyond 150 mm diameter Up to approximate 250 Rmt 8,563.74 Rupees Eight Thousand Five

mm diameter Hundred and Sixty Three and

Paise Seventy Four Only

PVC pipe sleeves

Providing in position rigid PVC pipe sleeves of 6Kg/cm2 and length

as per design for following diameters for services wherever pipes

pass through walls/ slabs/ beam before concreting for all floors/ all

levels/ all heights. All pipes shall be accurately cut to the required

sizes, laid as per drawing, kept in the position while laying

reinforcement and shuttering, sleeves shall not get displaced while

concreting, and burrs removed before laying. Open ends of the pipe

shall be closed as the pipe is installed to avoid clogging while

concreting. The rate shall be inclusive of the removal of sleeves

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

approved by the Engineer-in-charge.

21 5 PVC sleeve - Beyond 110mm and Up to 200 mm Diameter Rmt 886.93 Rupees Eight Hundred and

Eighty Six and Paise Ninety

22 5 PVC sleeve - Up to 110 mm Diameter Rmt 288.61 Rupees Two Hundred and Eighty

Eight and Paise Sixty One Only

1) All the waterproofing treatment/ work shall be executed through

an approved water-proofing agency of an approved manufacturer.

The contractor shall submit a technical data sheet of each product,

which will be used for execution.

2) The contractor shall submit a methodology statement with all

details in illustrative sketch form and get approved by the Engineer-

3) A written guarantee bond on non-judicial stamp paper (tri-party)

shall be submitted by the main Contractor and provided by the

principal manufacturer and applicator, who has carried out the

work. The guarantee bond shall be for a period of ten years from

the certified date of completion of overall work. The guarantee shall

be for a composite warranty against leakages/seepage/dampness

and for the satisfactory performance of the entire waterproofing

4) Waterproofing shall be executed under the supervision of the

technical team of the manufacturer. Waterproofing shall be tested

and approved by the Engineer-in-charge before proceeding with

subsequent activities.

5) The Contractor shall repair the concrete element by injection

grouting of suitable non-shrink grout and other suitable methods in

case of defective concreting of retaining walls, water tanks, slabs,

beams, etc., for which nothing extra shall be payable.

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

grouting, saw cutting of construction joints and filling with patch

repair mortar, making polymer mortar /Polymer CC fillets at

horizontal as well as vertical corners, etc complete. The rate shall

be inclusive of testing of elements and system before and after

waterproofing application.

7) Rate shall be inclusive of dewatering work (pumping out and

removing slush) while execution in under water conditions.

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

AMTS HCPDPM Page 4 of

TOTAL ESTIMATED RATE (In Rs.)

ITEM NO. QUANTIT ITEM DESCRIPTION UNIT

IN FIGURES IN WORDS AMOUNT (In Rs.)

23 38 M25 Grade concrete screed for leveling Cum 6,051.16 Rupees Six Thousand and Fifty

Supplying and laying M25 grade vibrated concrete screed in proper One and Paise Sixteen Only

slope and gradient including saw cutting (approx. 6mm W x 30mm

D) at 3m x 4m panels or less size as per site condition and as

directed by the engineer in charge, making angle fillet of 50mm x

50mm at the corners using M25 grade concrete and filling the

groove 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 in

relevant agreement items.

24 489 Waterproofing for Toilet, Wet area, terrace area, Sloping Sqm 607.67 Rupees Six Hundred and Seven

roof/slab & Misc. areas and Paise Sixty Seven Only

Providing and applying Two-part acrylic polymer modified

cementitious elastomeric waterproof coating of approved make with

minimum 1.5mm thickness DFT having minimum 1 N/mm2 tensile

strength, and shall cover approx 2.2 kg/sqm per mm of thickness.

The coating shall have an elongation of a minimum of 80% when

tested as per ASTM D 412 resisting 5 bars hydrostatic pressure as

per DIN 1048 and having crack bridging ability of not less than

mm. Thorough surface preparation by mechanical means to level

and plain the surface of walls and floors of the application areas. All

cracks and crevices shall be filled using polymer mortar and made

good to receive waterproofing coating treatment The coating shall

cover all the application area and shall also be applied over the

vertical walls for a minimum 300mm height above the floor in two or

more coats to achieve required thickness. The periphery of the floor

shall be additionally reinforced with an extra third coat of the

coating with a fiber band (glass fiber mesh of minimum 80 gsm)

sandwiched between the first and the second coat, which shall also

done around protrusions (pipes) meant for plumbing purpose. The

last coat (second/ third coat) when wet, shall be sprinkled with

clean and washed sand, to facilitate the floor screed or plaster.

Actual consumption of cementitiious elastomeric acrylic material

should not be less than the theoritical consumption prescribed by

the manufacturer in their latest standard published literature or shall

be more as mentioned in the item to achieve desired mentioned

minimum thickness.

Pipes being fixed for plumbing shall be fixed in holes that are

mechanically core cut, more than the diameter of the pipes. Pipes

shall be fixed by grouting the annular space with non-shrink

cementitious grout of proprietary make. Before grouting, the pipes

shall be wrapped with a two-way self-adhesive tape at least 50mm

wide and then grouted to fill in the grout, ensuring total watertight

plumbing fittings. The contractor shall submit a methodology

statement with all details in illustrative sketch form and get approval

from the Engineer-in-charge. Application shall be carried out by the

approved applicator of manufacture and as per recommended by

the manufacturer. The actual applied area on the floor & wall shall

be measured for payment. Cost includes all material (for surface

preparation, coating, and hole packing), labour, T&P, and wastage

involved as mentioned in the item.

25 36 Lightweight AAC bats - filling in sunken slab Cum 4,097.62 Rupees Four Thousand and

Providing and filling lightweight AAC bats (of size 40-60 mm) with Ninety Seven and Paise Sixty

cement mortar mixed in the ratio 1:3:6 (1 cement : 3 coarse sand: 6 Two Only

block bats) including mixing of approved waterproofing compound

in recommended proportion. The laid AAC bat mix shall be well-

rammed and compacted as required. Further surfaces shall be

screeded with cement concrete mix 1:1.5:3 (1 cement: 1.5 coarse

sand : 3 stone grit of size 6 mm and below by volume) admixed with

approved integral waterproofing compound in recommended

proportion, laid to an average thickness of 25mm and finished

smooth or ready to receive finish material as specified. Care shall

be taken prior to filling all pipes passing through the sunk portion

such that the pipes are pressure tested by maintaining pressure for

24 hours and junctions of pipes passing through walls, and slabs

are well grouted and sealed.

This shall be tested by ponding water for the required depth and

maintaining it for 72 hours. (Rate includes the cost of AAC bats,

cement mortar, top screed, and labour charges for working at all

levels, leads, and heights). For payment, the area of the sunken

slab and the depth of filling including the thickness of the screed

shall be measured.

AMTS HCPDPM Page 5 of

TOTAL ESTIMATED RATE (In Rs.)

ITEM NO. QUANTIT ITEM DESCRIPTION UNIT

IN FIGURES IN WORDS AMOUNT (In Rs.)

26 297 China Mosaic flooring Sqm 938.49 Rupees Nine Hundred and Thirty

Providing & laying china mosaic flooring for plain and curved Eight and Paise Forty Nine Only

surfaces, comprising of 20 to 25 mm size broken white/ colour

pieces of ceramic/glazed tiles laid over 12 to 15mm thick cement

mortar 1:3 (1 cement: 3 coarse sand) bedding including applying

cement slurry at the rate of 2.75 kg per sqm on plain or sloped

surfaces with joints not exceeding 5 mm, including filling the gaps

with white cement mixture & mixing with synthetic polyester fiber,

triangular in shape having specific gravity of 1.34 to 1.40, cross-

section size ranging from 10 to 40 micron & length up to 6mm,

mixing fiber @ 125 grams per 50kg of cement in cement mortar,

including providing and mixing waterproofing material in mortar @

kg per 50 kg of cement, all complete as per direction of 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 15 cm.

along the parapet wall. The rate shall include bands if a different

colour is used, any pattern or design as per drawing and direction,

making vata/ fillet, curing, cleaning with water and oxalic acid, etc.

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

1) 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).

2) Exposed quality brick masonry work shall be carried out with extruded

exposed quality bricks of approved make and of size. A sample of bricks

shall be approved before execution.

3) Exposed quality bricks shall be well packed while transportation as per

manufacturer's specification, so damage to be avoided. Damage brick

shall not be used for execution.

4) If any efflorescence is to be found on exposed brickwork before

execution, these bricks are not to be used for construction.

5) The contractor must use only potable water, which shall be treated with

a softening plant for all construction activity i.e., mortar preparation,

mixing, soaking, curing, etc. for exposed quality brickwork.

6) Mock-up shall be prepared for review and approval using an approved

loose sample of brick. Work shall be carried out as per approved sample

and Mock-up. Architects have the right to reject the executed masonry

work, if not as per the approved sample and mock-up.

7) After execution, if any effloresce is found, the exposed surface is to be

cleaned with suitable chemicals as per the manufacturer's specification

and after approval of the Engineer in charge.

8) Pointing work in exposed brickwork shall be carried out with

cementitious grout of approved make and shade.

9) The gap between exposed masonry work and exposed concrete work

(i.e. masonry and beam, column, slab, etc) shall be filled (both sides) with

10) Water ingress shall not be allowed from the joints between exposed

masonry and exposed concrete work. The contractor is responsible for the

11) any type of service cutout in exposed brickwork shall be precisely cut

and finished up to the Architect's satisfaction.

12) the contractor shall submit a methodology statement for all activities of

brickwork work from packing, and transportation to execution and curing

13) Masonry work shall be carried out in any pattern any shape for all

levels, all heights, and all places as per drawing.

14) Ready-mix polymer-modified cement mortar shall be of approved

make, technical parameters as per specification, and comply with IS

and as directed by the engineer in charge. (Sand shall not be added in

ready-mix mortar for use).

27 235 Providing and laying Brick masonry works using common burnt clay Cum 5,047.88 Rupees Five Thousand and

bricks confirming to IS 1077-1992 having Compressive strength not Forty Seven and Paise Eighty

less than 35 Kg/cm2 in cement mortar 1:5 (1 cement: 5 coarse Eight Only

sand) in any shape, any thickness including finishing, curing,

scaffolding racking of joints/ flush jointing, etc. complete for all

depth/height, as per drawing and as directed by Engineer in

28 31 Providing and laying half brick masonry in the superstructure Sqm 1,010.00 Rupees One Thousand and Ten

using common burnt clay building bricks, having a compressive Only

strength of not less than 35 Kg/cm2 in cement mortar 1:4 (1-

Cement: 4 -fine sand) in any shape, any thickness, including

finishing, curing, scaffolding racking out the joints/ flush jointing,

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

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

29 297 08 mm thick Cement mortar plaster Sqm 153.67 Rupees One Hundred and Fifty

Providing and applying an average 08 mm thick single coat cement Three and Paise Sixty Seven

plaster and finishing with the trowel, on the ceiling, side, and soffit Only

of beam and stair, etc in cement mortar 1:3 (1 cement : 3 coarse

sand), in any shape, at all floors, all heights with necessary

scaffolding, curing, application of bonding agent/making grooves,

forming pattas, hacking properly RCC surface, etc. complete as

directed by the Architect and Engineer-in-charge.

AMTS HCPDPM Page 6 of

TOTAL ESTIMATED RATE (In Rs.)

ITEM NO. QUANTIT ITEM DESCRIPTION UNIT

IN FIGURES IN WORDS AMOUNT (In Rs.)

30 920 12 - 15 mm thick plaster - cement mortar Sqm 290.22 Rupees Two Hundred and Ninety

Providing and applying 12 to 15 mm thick Plaster (smooth or wire- and Paise Twenty Two Only

finished plaster) of cement mortar 1:3 (1 cement : 3 Coarse sand)

finished with the trowel on any type of surface. GI hexagonal

chicken mesh of size aperture 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

plumbing and electrical work chasing areas, at corner and doors

and window joints as 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 floor, all level, all height, etc. complete as directed by Engineer-

31 100 Average 20 mm thick plaster - cement mortar Sqm 363.65 Rupees Three Hundred and

Providing and applying an average 20 mm thick double coat mala Sixty Three and Paise Sixty Five

Plaster on internal/external any type of surface in a backing coat 12 Only

mm thick cement mortar 1:4 (1 cement: 4 coarse sand) finished

with a top layer 6 mm thick cement mortar 1:2 (1 cement: 2 sand),

finished with the trowel. GI hexagonal chicken mesh of size

aperture 20 mm x 20 mm of 22 gauge and minimum 200 mm wide

at RCC & masonry junctions or between different materials and

GSM of minimum 150mm wide fiber glass mesh with alkali resistant

coating shall be fixed at plumbing and electrical work chasing

areas, at corner and doors and window joints as 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 floor, all level, all height etc.

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

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

provision of groove/ drip mould as per drawing, etc. complete and

as directed by the Engineer-in-charge.

32 2,735 Average 20 mm thick plaster - Sand Faced Cement plaster Sqm 452.33 Rupees Four Hundred and Fifty

Providing and applying an average 20 mm thick sand faced cement Two and Paise Thirty Three Only

plaster on any type of external surface in a backing coat of 12-15

mm thick cement mortar 1:4 (1 cement: 4 coarse sand) rough wired

finished with a top layer of 6 mm thick uniform grained textured by

using any means in cement mortar 1:2 (1 cement: 2 sand) with

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,

provision of groove, drip mould as per the issued drawings, etc.

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

33 164 12 to 15 mm thick water proof Plaster Sqm 184.87 Rupees One Hundred and Eighty

Providing and laying 12 to 15 mm thick water proof single coat Four and Paise Eighty Seven

smooth / wired finish cement plaster on sides of masonry work / Only

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-

1. Only First-class Indian teak 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 before use and after installation. The

guarantee shall be furnished for 10 years in the prescribed format as directed by

2. All loose samples of materials shall be approved by the Engineer in charge.

3. The contractor shall prepare shop drawings based on intent/ concept drawing

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 approved

by 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

4. 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.

6. Door, window and other elements work shall be carried out for all floor, all level,

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

erecting by any means (mechanical or manual).

7. Engineer incharge reserves right to reject part or all work of sub standard or not

in confirmation to sample approved/or not as per mock up and in such case

contractor required to re do the same work confirming with approved

sample/mockup without any extra cost. Approved mock up works shall be

measured for payment without any wastage However, rejected Mock up shall not

be measured for payment.

AMTS HCPDPM Page 7 of

TOTAL ESTIMATED RATE (In Rs.)

ITEM NO. QUANTIT ITEM DESCRIPTION UNIT

IN FIGURES IN WORDS AMOUNT (In Rs.)

34 314 Aluminium work for door/window/louvers/ventilators etc. frame Kg 475.46 Rupees Four Hundred and

and shutter Seventy Five and Paise Forty Six

Providing and fixing in position frames/ shutter for any type of Only

aluminium work like aluminium door, composite door-window,

window (sliding, openable, side hung, top hung, fixed etc.),

aluminium partition, aluminium fixed louvers, fixed window with any

type of aluminium sections of approved make and finished with

minimum 50 micron pure polyester powder coating of approved

shade, texture & colour of approved make for all floors/ all levels/

all heights/ all shapes/ all sizes including cutting, bending, crimping,

fabricating in best workmanship manner etc as per the drawing, and

as directed by Engineer-in-Charge.

Rate shall be inclusive of providing any type of aluminium sections,

cutting, fabrication, hoisting and fixing.

1) Sheet metal screws and casted solid aluminum corner cleats fixed

with a spring for rapid and secure joint assembly for any type of shutter

2) Glazing clips for receiving infill panel;

3) Best quality wool pile where ever shutter touches the frame and

compatible microwave cured EPDM rubber;

4) Dash Anchor fasteners ofapproved make and capacity for fixing the

frame assembly to the RCC or masonry surfaces. Minimum 1 anchor

fastener shall be used for every 600 mm length of section for stability

5) 10mm GI tie rod for connecting vertical stile at top and bottom for

aluminum door shutter and 4mm thick solid aluminium corner cleat of

full thickness of section for connecting stile and horizontal rails;

6) providing and fixing packing at every 600mm c/c of PVC shims of

7) Filling the gap between wall and frame on both sides (outside and

inside) with polyethylene baker rod of avg. 10 mm dia of approved

make and colour and then sealing the remaining gap with neutral grade

weather silicon sealant of approved make and color.

8) Termite treated seasoned teak wood as infill material to installe

hardware in door shutter and frame as and when required

but excluding. 1) necessary hardware; 2) Glazing or panelling material

Contractor shall prepare shop drawing and get approved from the

Engineer in charge before procurement of material. All loose samples

shall be approved. Work shall carried out as per the approved shop

drawings and approved sample.

Actual weight of installed Aluminium sections which are used shall be

measured for the payment. Contractor shall be responsible for stability,

35 30 Providing and fixing door shutter made out of factory-made and Sqm 3,797.15 Rupees Three Thousand Seven

pressed laminated/ veneer finish 40mm thick flush door shutter Hundred and Ninety Seven and

excluding the thickness of veneer/ laminate, made of ISI marked Paise Fifteen Only

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 veneering

with vertical grains or cross bands and face veneers on both faces

of shutters having laminates/ veneer of approved make, shade,

finish (which paid separately) as approved by Engineer-in-charge

on both faces of 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

Indian teak wood, on all edges of 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 drawings and as

directed by Engineer-in-charge.

The rate shall be inclusive of flush door shutter,first class Indian

teak wood lipping with PU polish, 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 drawing, design & direction by Engineer-in-charge.

The out-to-out area (one side) of the Flush door shutter shall be

measured for payment.

36 45 1 mm thick laminate Sqm 800.27 Rupees Eight Hundred and

Providing & Fixing 1 mm thick high pressure (factory pressed) Paise Twenty Seven Only

laminate sheet of plain/ wood grain in gloss/ matt/ suede finish and

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.

AMTS HCPDPM Page 8 of

TOTAL ESTIMATED RATE (In Rs.)

ITEM NO. QUANTIT ITEM DESCRIPTION UNIT

IN FIGURES IN WORDS AMOUNT (In Rs.)

37 16 6mm thick compact sheet Sqm 1,500.15 Rupees One Thousand Five

Providing and fixing laminated 6mm thick Compact Sheet in the Hundred and Paise Fifteen Only

aluminum frame and shutter work of the door, windows, partitions,

etc. with the necessary cutting of sheet, single side, double side

colored as per drawing & specifications with EPDM

rubber/neoprene/gasket/silicon sealant/ adhesive tape/ screwing on

the periphery of the sheet as per the required thickness, etc, for all

levels, all floors, all heights complete as per drawings and

directions of engineer-in-charge. the compact sheet shall be of any

shade, any size, any shape, any color, any texture as per the

approved make, sample, and drawing. Cut edges of the compact

sheet shall be provided with masking tape. The installed area shall

be measured for payment without considering any wastage. In case

of double-side installation of the compact sheet in an aluminum

frame, two times the actual installed area shall be measured for

payment without considering wastage. The sample shall be

approved before the execution of the work.

38 3 Extra for making perforation/ round holes in compact sheet or Sqm 351.93 Rupees Three Hundred and Fifty

flush door shutter or plywood (by machine or any approved means) One and Paise Ninety Three Only

(without damaging the surrounding surface of the shutter) as per the

drawing and approved by the Architect & Engineer in charge. Edges

of the hole shall be finished properly. Out to out area of perforation

on compact sheet/ door shutter shall be considered for payment.

Providing and fixing glass with beveled/non beveled edge 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 drawings and directions of engineer-in-charge.

(Cost of beading shall be covered in basic item). Glass shall be of

any shade, any size, any shape as per approved make, sample,

and Drawing and confirm to IS:2835 or IS:2553. The sample shall

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

shall be measured for payment without considering any wastage.

39 10 a) With clear toughened glass panes of 6.0 mm thickness Sqm 1,315.68 Rupees One Thousand Three

Hundred and Fifteen and Paise

Sixty Eight Only

40 10 b) With clear toughened glass panes of 8.0 mm thickness Sqm 1,638.27 Rupees One Thousand Six

Hundred and Thirty Eight and

Paise Twenty Seven Only

41 15 c) With clear toughened glass panes of 12.0 mm thickness Sqm 2,250.63 Rupees Two Thousand Two

Hundred and Fifty and Paise

Sixty Three Only

42 15 Extra for providing frosting/ etching process on glass of any Sqm 739.07 Rupees Seven Hundred and

thickness in any pattern for all levels, all floors, all heights as per Thirty Nine and Paise Seven Only

approved sample. Frosted/ etched area of glass shall be measured

Rack and pinion door closer

Providing and fixing rack and pinion door closer of an approved

make with a minimum one-year guarantee and approved finish for

all levels, all floors, and all heights with a standard arm with hold

open feature and with two independent closing valves and latching

speed adjustable by arm, without mounting back plate, to any type

of door, with screws for specified door width. All adjustment screws

to be face fixed. The rate shall be inclusive of fixing using the

template as per the manufacturer’s specifications and maintaining

it in good working condition. The door closer shall conform to EN

1154 standard. Selection of door closer shall be as per the size and

weight of the door, as per the manufacturer's recommendations,

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

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

before mass execution.

43 8 a) Door closer conforming to EN 2-4 for door width up to 1000mm Nos. 4,815.73 Rupees Four Thousand Eight

and height up to 2400mm and as per the manufacturer's Hundred and Fifteen and Paise

specifications. Seventy Three Only

SS 304 Butt hinges

Providing and fixing SS 304 butt hinges in matt stainless steel finish

of specified size 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 procurement and execution.

44 56 b) 100 x 75 x 3 mm - With ball bearing Nos. 403.65 Rupees Four Hundred and Three

and Paise Sixty Five Only

AMTS HCPDPM Page 9 of

TOTAL ESTIMATED RATE (In Rs.)

ITEM NO. QUANTIT ITEM DESCRIPTION UNIT

IN FIGURES IN WORDS AMOUNT (In Rs.)

45 8 Mortise Deadlock for single/double door shutter Set 2,925.11 Rupees Two Thousand Nine

Providing and fixing a set of mortise deadlock (without latch) for Hundred and Twenty Five and

single/double shutter door, including strike plate SS 304, and Paise Eleven Only

prepared for 60/70 mm length of standard Euro profile pin cylinder

as per DIN 18251-1, grade 2 of an approved make with both side

key, one side key/one side knob, one side key/slot operation with

pair of SS 304 matt finish escutcheons (keyhole plate) in any

approved shape for any type of doors with necessary SS

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 lock

shall have 3 number computerized keys. The Contractor shall

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

before mass procurement and execution.

46 6 SS 304 Indicator bolt Nos. 962.03 Rupees Nine Hundred and Sixty

Providing and fixing SS 304 indicator bolt in matt finish of specified Two and Paise Three Only

size for the Toilet door with a thumb turn inside & emergency

release & indicator on the outside, of an approved make, for all

levels, all floors, and all heights for any type of door, with required

SS 304 screws and accessories of required size for fixing, 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 procurement and

execution. Item shall not be used for doors for modular toilet

cubical partition system.

SS 304 Grade Push-Pull handle

Providing and fixing SS 304 grade push-pull pair of handles in matt

finish of specified size, specified shape i.e. H-shape/D-shape/offset

shape (dent free at the bending point) for door, window, etc. of an

approved make for all levels, all floors, and all heights for any type

of door, with required SS 304 screws, accessories, and pin of the

required size for fixing, 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

procurement and execution.

Elevation length shall be considered for length of handle.

47 14 a) 200 mm long, pipe of size 19mm dia x 1mm (thickness of pipe) Pair 912.08 Rupees Nine Hundred and

Twelve and Paise Eight Only

48 5 Mirror with aluminum frame: Sqm 3,848.10 Rupees Three Thousand Eight

Providing and fixing 6mm thick superior quality wall hung mirror Hundred and Forty Eight and

with modular aluminium frame. Mirror shall be extra clear, Paise Ten Only

decorative type, best quality, bevelled edge at the periphery and of

an approved make, in any shape and size.

The aluminium frame shall be up to 100mm wide, extruded type,

with anodized finish of an approved make in any shape and shade.

The backing of the mirror shall be 8mm thick cement bonded

particle board/fibre cement board and fixed with silicon

sealant/double sided tape to the mirror.

The mirror assembly shall be with a floating hanging system with

required hanger, Z bar or french cleat etc., complete, in proper

plumb and level etc. for all floors, all levels, all heights as directed

by the Engineer-in-Charge. The rate shall include the mirror,cement

fiberboard, anodised aluminium framing, including adhesive, double

sided tape, screws, fasteners and all required accessories. Out to

out area of the mirror with the aluminium frame shall be considered

for payment without any wastage.

AMTS HCPDPM Page 10 of

TOTAL ESTIMATED RATE (In Rs.)

ITEM NO. QUANTIT ITEM DESCRIPTION UNIT

IN FIGURES IN WORDS AMOUNT (In Rs.)

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

white spots of efflorescence, and even in shade for all kinds of

2) All natural stones shall be selected and sorted for uniform

colour, figure, and thickness and approved by 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 approved Stone Impregnation primer/

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

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

the manufacturer's specification and as directed by the Engineer-in-

charge. No extra shall be paid for the same.

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

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

outs for any services (i.e. elevator operating panel in lift wall

cladding, raceway in flooring, junction box, etc), and making good

as per the satisfaction of Engineer-in-charge.

7) All stones shall be cut to size with the help of with water jet

cutting/laser cutting/ CNC machine according to the design and

shape for best workmanship etc according to the design as per the

approved shop drawing.

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

per IS 15477 and as per the manufacturer's specification and with

low VOC and lead-free with acceptable VOC content as per Green

building requirements.

9) Finished floor surfaces shall be protected with a 12mm thick

POP sheet over an LDPE sheet up till handling over the project.

The tread of the stair shall be protected with a metal/ plywood

angle to avoid damage to the edges of the tread. POP shall not

directly (or with the use of paper) apply on flooring.

10) Screed below flooring/ base mortar thickness shall be as per

drawing. In case of any type of stone/ tile shall be fixed with

adhesive and the total thickness of base mortar/ screed shall be

paid in relevant tender items.

11) All stone shall be factory cut and factory finished. Polish or any

type of texture finish on any stone 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) Rate shall be inclusive of all types of wastage of all material.

Kota Stone - For Flooring - fixing with cement mortar

Providing and laying machine-cut 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 average bedding 40 mm thick cement mortar 1:4 (1 cement:

coarse sand), with the groove or without groove and jointed 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, as specified and as directed by the Engineer-in-

The rate shall be inclusive of Kota stone (as per the approved

sample), fixed with cement mortar bedding, cement slurry, matching

pigment, all labour, etc complete but excluding filling with epoxy

grout and additional cement mortar bedding/ concrete screed

bedding (if required as per drawing) which shall be payable under

the relevant item. The contractor shall arrange loose Samples for

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

The actual laid area of the Kota stone shall be measured for

payment without considering any wastage.

49 50 25 mm thick any type of Polished/ Textured (i.e. river wash finish, Sqm 1,584.08 Rupees One Thousand Five

leather finish, linen finish, canvas finish etc) finish Kota stone. Hundred and Eighty Four and

Paise Eight Only

AMTS HCPDPM Page 11 of

TOTAL ESTIMATED RATE (In Rs.)

ITEM NO. QUANTIT ITEM DESCRIPTION UNIT

IN FIGURES IN WORDS AMOUNT (In Rs.)

Kota Stone - For treads/copping/seating/sill - fixing with

Providing and laying machine-cut Kota stone in a single piece of

specified thickness, specified finish, of any shade (uniform), any

size, and any shape in treads of steps, coping and seating,sill, 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 over average 20 mm thick base of cement mortar 1: 4 (1

cement: 4 coarse sand), 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), 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 stone shall be measured for

payment without considering any wastage.

50 229 25 mm thick any type of Polished/ Textured (i.e. river wash finish, Sqm 1,880.92 Rupees One Thousand Eight

leather finish, linen finish, canvas finish etc) finish Kota stone. Hundred and Eighty and Paise

Ninety Two Only

Kota Stone - For risers of steps - fixing with cement mortar

Providing and laying machine-cut Kota stone in a single piece of

specified thickness, specified finish, of any shade (uniform), any

size, and any shape in the riser of steps, jambs etc as per the

drawings. Kota stone slab having pencil corner and same polished

at the exposed edge in even and uniform thickness and laid in any

pattern fixed on any type of leveled surface with approximate

mm thick (average) cement mortar 1:3 (1 cement : 3 coarse sand)

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), adhesive for

fixing, cement slurry, matching pigment, all labour, etc complete.

The contractor shall arrange loose Samples for approval from the

Engineer-in-Charge before mass execution.

The actual laid area of the Kota stone shall be measured for

payment without considering any wastage.

51 70 25 mm thick any type of Polished/ Textured (i.e. river wash finish, Sqm 2,159.58 Rupees Two Thousand One

leather finish, linen finish, canvas finish etc) finish Kota stone. Hundred and Fifty Nine and Paise

Fifty Eight Only

Vitrified tiles - For flooring fixing with cement mortar

Providing and laying Vitrified tiles in different sizes (superior quality

tiles) with water absorption less than 0.08% and conforming to IS:

15622, of approved make, in all colours, shades, finish (anti skid/

satin/ polished etc) for flooring in required design and patterns as

per the drawings, laid over average 40 mm thick base of cement

mortar 1 : 4 (1 cement : 4 coarse sand) and jointed with groove or

without groove with grey cement slurry mixed with pigment to match

the shade of the tiles, including cleaning and curing etc. all

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

Rate shall be inclusive of vitrified tile (as per approved sample),

fixed with cement mortar bedding, cement slurry, matching pigment,

all labour etc complete but excluding filling with epoxy grout which

shall be payable under relevant item.

52 297 a) With full body, homogeneous, vitrified tile of size 600 x 600 mm x Sqm 993.89 Rupees Nine Hundred and

minimum 9mm thick Ninety Three and Paise Eighty

AMTS HCPDPM Page 12 of

TOTAL ESTIMATED RATE (In Rs.)

ITEM NO. QUANTIT ITEM DESCRIPTION UNIT

IN FIGURES IN WORDS AMOUNT (In Rs.)

Vitrified tiles - For dado/riser/skirting fixing with adhesive

Providing and laying Vitrified tiles in different sizes (superior quality

tiles), with water absorption less than 0.08% and conforming to IS:

15622, of approved brand & manufacturer, in all colours, shade and

finish (satin/ polished etc) in wall tile/ dado, riser of steps, and

pillars laid in any pattern over any type of levelled surface, in any

pattern with suitable cement based high polymer modified quick set

tile adhesive (water based) conforming to IS: 15477of approved

make and jointed with groove or without groove with grey cement

slurry mixed with pigment to match the shade of the tiles, including

providing 6 to 10mm wide groove between wall tiles and plaster

edge treatment, rubbing, curing, finishing, cleaning, protection,

scaffolding and wastage etc. all complete as specified and as

directed by Engineer-in-Charge. Length of tiles for dado shall be as

per design to match the joint and pattern. Shade of dado must be

match with flooring stone.

Rate shall be inclusive of vitrified tile (as per approved sample),

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

complete but excluding filling with epoxy grout which shall be

payable under relevant item.

53 190 a) With full body, homogeneous, vitrified tile of size 600 x 600 mm x Sqm 1,177.26 Rupees One Thousand One

minimum 9mm thick Hundred and Seventy Seven and

Paise Twenty Six Only

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 of approved make and shade including

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

complete as per direction of Engineer-in-charge. Area of the

flooring laid epoxy grouting shall be measured for payment.

54 486 a) Tiles/ stone of size 600 x 600 mm x minimum 9mm thick Sqm 201.24 Rupees Two Hundred and One

and Paise Twenty Four Only

55 25 Additional Floor bedding with concrete screed : Cum 5,440.16 Rupees Five Thousand Four

Cement concrete pavement/ flooring/ for additional floor screed with Hundred and Forty and Paise

M10 grade, including spreading as per gradient, levelling and Sixteen Only

finishing complete as directed by Engineer in charge.

56 10 Additional Floor bedding with Cement mortar : Cum 4,453.75 Rupees Four Thousand Four

Providing and laying cement mortar 1:4 (1 cement : 4 coarse sand) Hundred and Fifty Three and

for additional thickness below flooring item required for gradient Paise Seventy Five Only

and as per drawing and as directed by engineer in charge including

spreading as per gradient, levelling, finishing, curing etc complete

as directed by Engineer in charge.

57 45 Roughened strip Rmt 188.87 Rupees One Hundred and Eighty

Providing roughened strip 2.5 cm wide to form antiskid surface on Eight and Paise Eighty Seven

treads of stairs in any type of stone including forming straight deep Only

curved gishi (groove), 6 mm wide & 4 mm deep on two sides of the

roughened strip, etching/ blasting/ hammering/ chiselling between

two groove, polishing the edges, sides and bottom of gishi etc.

complete as per sample approved. Only one time length of tread of

stair shall be measured for payment. All process for roughen strip

shall be done at process unit/ work shop only.

58 5 25 mm thick Kota stone vanity/washbasin counters and Sqm 2,170.64 Rupees Two Thousand One

fascias: Hundred and Seventy and Paise

Providing and fixing 25 mm thick machine cut polished Kota stone, Sixty Four Only

mirror polished, premoulded and pre-polished, any shade (even

shade), any size for vanity/wash basin counters, fascias, and

similar locations, of required size, approved shade, colour and

texture, laid over 20 mm thick cement mortar 1:2 (1 cement :

coarse sand) base, joints treated with white cement, mixed with a

matching pigment, epoxy touch ups, including making all holes &

cutouts for SS sink, wash basin, Piller tap/Bib cock, rubbing, curing,

rounding edges, champhering and polishing of edges, to give a high

gloss finish etc., complete, at all levels, as directed by the Engineer-

in-Charge. The plan area of the counter and the elevation area of

the facia shall be measured for payment.

If required, metal framing/supports shall be paid in relevant Tender

59 2 25 mm thick Kota stone urinal partition: Sqm 2,662.16 Rupees Two Thousand Six

Providing and fixing 25 mm thick machine cut polished Kota stone, Hundred and Sixty Two and

both side polished, premoulded and pre-polished, of any size, any Paise Sixteen Only

shape, any shade for urinal partition and similar locations of, laid

over 20 mm thick cement mortar 1:2 (1 cement : 2 coarse sand)

base, joints treated with white cement, mixed with a matching

pigment, including curing, rounded edges, champhering and edge

mirror polishing etc., complete, at all levels, as directed by the

Engineer-in-Charge. Elevation area of the urinal partition shall be

measured for payment.

If required, metal framing/supports shall be paid in relevant Tender

items. The actual installed elevation area of urinal partition shall be

measured for payment without considering any wastage.

AMTS HCPDPM Page 13 of

TOTAL ESTIMATED RATE (In Rs.)

ITEM NO. QUANTIT ITEM DESCRIPTION UNIT

IN FIGURES IN WORDS AMOUNT (In Rs.)

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

VOC with acceptable VOC content as per Green Building Norms

requirements and lead free.

2) Paint shall be applied after thoroughly brushing the surfaces,

free from mortar dropping and other foreign matter, preparing the

surface even and sand papered smooth etc, after applying every

coat of putty and primer complete.

3) Contractor shall furnish warranty paper, wherever applicable.

4) If necessary more coats shall be applied till the surface presents

a uniform appearance without any extra cost.

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

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.

60 1,027 White cement-based putty Sqm 52.97 Rupees Fifty Two and Paise

Providing and applying white cement-based putty of average Ninety Seven Only

thickness 1 mm, of approved make and manufacturer, over any

surface to prepare the surface even and smooth complete for all

floor all height all levels.

61 1,406 Primer Sqm 33.89 Rupees Thirty Three and Paise

Providing and applying priming coats with the primer of approved Eighty Nine Only

make and manufacture, having low VOC (Volatile Organic

Compound) content, Modified acrylic, water-based alkali-resistant

primer with low VOC over any surface to complete for all floors all

heights all levels.

62 1,406 Acrylic emulsion paint - interior grade Sqm 58.68 Rupees Fifty Eight and Paise

Providing and applying premium acrylic emulsion paint (superior Sixty Eight Only

quality) of interior grade Two coats of interior grade premium acrylic

emulsion paint of approved make and shade with highly washable,

Anti fungal, anti bacterial, scratch resistant and scrub resistance

property, having VOC (Volatile Organic Compound) content less

than 50 grams/ litre of approved brand and manufacture, on wall/

ceiling/ false ceiling/ partition etc including applying additional coats

wherever required to achieve even shade and colour.

63 2,735 Acrylic emulsion paint with primer - Exterior grade Sqm 160.19 Rupees One Hundred and Sixty

Providing and applying 100% Acrylic Smooth exterior paint with and Paise Nineteen Only

exterior primer of Two or more coats of paint to achieve desired

finish including required number of priming coat of exterior primer

as per manufacturer's specification of approved make and shade,

having low VOC content of required shade over any surface to

complete for all floors all heights all levels. Exterior paint and

primer shall have minimum 7 years warranty.

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

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

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.

AMTS HCPDPM Page 14 of

TOTAL ESTIMATED RATE (In Rs.)

ITEM NO. QUANTIT ITEM DESCRIPTION UNIT

IN FIGURES IN WORDS AMOUNT (In Rs.)

64 3,95,807 Structural steel work - Fabrication works - with PU paint Kg 114.13 Rupees One Hundred and

Providing, fabricating, assembling, hoisting, erecting and fixing in Fourteen and Paise Thirteen Only

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 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, platforms,

brackets, fencing pole, signage pole, service elements, Jali, chain

etc. including straightening, cutting, bending, bolting and welding

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; 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

for fixing etc complete.

Contractor shop/ fabrication prepare shop drawing and get

approved. The fabrication work shall start only after approval of the

fabrication drawings. Fabrication shall be in a perfect Architectural

workmanship manner and as provided in Section V & VI of IS 800 &

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

two or more coats PU paint (DFT min 40 micron per coat) of

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

coat) of anti corrosive epoxy base primer, as per manufacturer's

specification, anchor fastener etc all complete.

65 100 Stainless steel (304 grade) - Fabrication works Kg 677.46 Rupees Six Hundred and

Providing and fixing stainless steel (Grade 304) gratings, bollards, Seventy Seven and Paise Forty

frames, guard bars, ladders, brackets, corner guards, skirtings, kick Six Only

plates, manhole covers, floor raceway covers, thresholds, and

similar works made of hollow tubes, channels, angles, flats, plates,

etc. This includes welding, bending, grinding, buffing, polishing, and

forming curvature where required. The installation shall include

necessary stainless-steel nuts and bolts, complete, with all

necessary accessories, SS 304-grade dash fasteners, and

adhesive of an approved make, with stainless steel bolts of the

required size. These elements will be fixed on the top of the floor or

the side of the waist slab with suitable arrangements as per the

approval of the Engineer-in-Charge, applicable to all floors, heights,

The Contractor shall submit shop drawings based on the intent

drawings for all structural elements, along with design calculations

to ensure the stability of the elements. Approval of the shop

drawings must be obtained before the execution of work. This item

excludes SS modular railing systems. The weight (by theoretical

means) of SS members/structure/element shall be considered for

payment without considering wastage, fixing accessories such as

nuts, bolts, fasteners etc.

66 4,344 Pre-coated galvanized iron profile sheets: Sqm 727.13 Rupees Seven Hundred and

Providing and fixing pre-coated galvanized iron profile sheets (size, Twenty Seven and Paise Thirteen

shape, and pitch of corrugation as approved by the Engineer-in- Only

Charge), with a total coated thickness of 0.50 mm (base metal

thickness of 0.45 mm and a coating thickness of 0.05 mm). The

sheets shall have a zinc coating of 120 grams per sqm as per IS:

277, in 240 MPa steel grade, with a 5-7 micron epoxy primer on

both sides and a 15-18 micron polyester top coat.

The sheets shall be supplied with a protective guard film of at least

25 microns to prevent scratches during transportation and shall be

available in single lengths up to 12 metres or as specified by the

Engineer-in-Charge. The sheets shall be fixed using self-drilling/self-

tapping screws (size 5.5 x 55 mm) with EPDM seals, suitable for

any pitch, on horizontal, vertical, or curved surfaces.

The work includes cutting to size and shape where required but

excludes the cost of purlins, rafters, and trusses. The actual

installed plan area of the GI profile sheets will be measured for

payment, excluding any wastage.

AMTS HCPDPM Page 15 of

TOTAL ESTIMATED RATE (In Rs.)

ITEM NO. QUANTIT ITEM DESCRIPTION UNIT

IN FIGURES IN WORDS AMOUNT (In Rs.)

67 394 Roofing accessories - gutter/flashing/ridge (600 mm over all Rmt 385.16 Rupees Three Hundred and

girth) Eighty Five and Paise Sixteen

Providing and fixing pre-coated galvanized steel sheet roofing Only

accessories, including gutters, flashings, and ridges, with an overall

girth of 600 mm. The accessories shall have a total coated

thickness of 0.50 mm (base metal thickness of 0.45 mm and

coating thickness of 0.05 mm), with a zinc coating of 120 grams per

square metre as per IS: 277, in 240 MPa steel grade. The sheets

shall be coated with a 5-7 micron epoxy primer on both sides and a

15-18 micron polyester top coat.

The accessories shall be fixed using self-drilling/self-tapping

screws, as directed by the Engineer-in-Charge, for all floors, levels,

and heights. The actual installed length of the gutters, flashings,

and ridges will be measured for payment, excluding any wastage.

68 705 G.I. chain link fencing Rmt 813.50 Rupees Eight Hundred and

Supply and installation of G.I. chain link fencing with the required Thirteen and Paise Fifty Only

width, made from G.I. wire of 4 mm diameter, PU painted, or PVC

coated, to achieve an outer diameter of not less than 5 mm. The

mesh shall be in the specified colour and shade, with approximate

mesh size of 25 x 25 mm. The fencing shall be reinforced with

mm diameter wire, and fixed using nuts, bolts, and washers as

needed, complete, as directed by the Engineer-in-Charge.

Necessary metal framing and civil works will be paid under their

respective Tender items.

1) Stones shall be free from cracks, lines, stains, white spots of

efflorescence and even in shade for all kind of stone work.

2) Stones shall be selected and sorted for uniform colour, figure and

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 any means (mechanical or manual).

9) All type of stones shall be cut to size with help of with water jet

cutting/ laser cut/ CNC machine according to the design and shape

for best workmanship as per shop drawing.

10) Granite shall be mirror polished/ flame finished/ sand blasted/

river wash finish or other as per specified.

11) All type of stone/ stone elements shall be factory cut and

factory finished. Finish on any stone shall be as per satisfaction of

Engineer in charge. If required, final finish/ touch-up shall be

executed at site as per direction of Engineer in charge.

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

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.

69 8,072 Sub grade preparation and consolidation Sqm 110.65 Rupees One Hundred and Ten

Preparation and consolidation of sub grade with power road roller and Paise Sixty Five Only

of 8 to 12 tonne capacity after excavating earth at required depth

depth, dressing to camber and consolidating with road roller

including making good the undulations etc. and re-rolling the sub

grade and disposal of surplus earth with lead up to 50 metres.

70 1,615 GSB Cum 1,789.52 Rupees One Thousand Seven

Construction of granular sub-base by providing close graded Hundred and Eighty Nine and

Material conforming to Grade-I, II or III (size range 26.5 mm to Paise Fifty Two Only

0.075 mm - respective as per grade) having CBR Value-30 to 20 as

per respective grade specifications, mixing in a mechanical mix

plant at OMC, carriage of mixed material by tippers to work site, for

all leads & lifts, spreading in uniform layers of specified thickness

with motor grader on prepared surface and compacting with

vibratory power roller to achieve the desired density, complete as

per specifications and directions of Engineer-in-charge.

AMTS HCPDPM Page 16 of

TOTAL ESTIMATED RATE (In Rs.)

ITEM NO. QUANTIT ITEM DESCRIPTION UNIT

IN FIGURES IN WORDS AMOUNT (In Rs.)

71 1,211 WMM Cum 1,800.00 Rupees One Thousand Eight

Providing, laying, spreading and compacting graded stone Hundred Only

aggregate (size range 53 mm to 0.075 mm) to wet mix macadam

(WMM) specification including premixing the material with water at

OMC in mechanical mix plant carriage of mixed Material by tipper

to site for all leads & lifts, laying in uniform layers with mechanical

paver finisher in sub- base / base course on well prepared surface

and compacting with vibratory roller to achieve the desired density,

complete as per specifications and directions of Engineer-in-

72 313 CC Pavement - M 30 Cum 7,482.43 Rupees Seven Thousand Four

Providing and laying cement concrete pavement of mix M-30 with Hundred and Eighty Two and

ready mixed concrete from batching plant. The ready mixed Paise Forty Three Only

concrete shall be laid and finished with vacuum dewatering process

and Power floater treatment in roads, pavements, platform, floors

etc well compacted, mechanically vibrated with screed vibrator,

finished to required levels, floated with neat cement and power

trowelled to get desired smooth finish/ broom finish as per design,

over a levelling course, including casted in panel, MS channel or

box shuttering, curing etc as directed by Engineer. The Contraction

joints to be formed at every 5m distance by grooving with

mechanical saw within 48 hrs. Groove/ sawed joints/ longitudinal

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

depth of the pavement) as shown in the drawing. LDPE sheet (min

125 gsm) shall be laid below pavement. The rate shall be inclusive

of labour, making the grooves, filing groves with approved sealant

and backer rod, provision of expansion joint, LDPE sheet and

machinery cost etc complete and as directed by Engineer in

charge. Reinforcement/dowels if required shall be paid in relevant

tender item. Mock up for concrete pavement work (for brooming

pattern, finishing and joints as per drawing) shall be prepared by

contractor and got approved from architects prior to mass execution

works. Architect reserves right to reject part or all work of sub

standard or not in confirmation to sample approved as per mock up.

Approved mock up works shall be measured for payment without

any wastage However, rejected Mock up shall not be measured for

73 1,497 CC Pavement - M 40 Cum 7,703.47 Rupees Seven Thousand Seven

Providing and laying cement concrete pavement/ Pavement Quality Hundred and Three and Paise

Concrete (PQC) of mix M-40 with ready mixed concrete from batching Forty Seven Only

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

dewatering process and Power floater treatment in roads, pavements,

platform, floors etc well compacted, mechanically vibrated with screed

vibrator, finished to required levels, floated with neat cement and

power trowelled to get desired smooth finish/ broom finish as per

design, over a levelling course, including casted in panel, MS channel

or box shuttering, curing, as per Specifications and in conformity with

the lines, grades and cross sections shown on the drawings etc as

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

directed by Engineer. The Contraction joints to be formed at location as

per drawing by grooving with mechanical saw within 48 hrs. Groove/

sawed joints/ longitudinal joints shall be made of approximate 6mm

width and approximate 40 mm depth min (1/3 rd depth of the

pavement) or joint/groove shall be as per shown in the drawing. LDPE

sheet (min 125 gsm) shall be laid below pavement if required as per

design intent. The rate shall be inclusive of labour, making the grooves,

filing groves with approved sealant and backer rod, provision of

expansion joint, construction joint, longitudinal joints, LDPE sheet and

machinery cost etc complete and as directed by Engineer in charge.

Dowel bar, Tie bar & other Reinforcement bars if required as per

drawing, shall be paid in relevant tender item. Mock up for concrete

pavement work (for brooming pattern and joints as per drawing) shall

be prepared by contractor and got approved from architects in all

respect prior to mass execution works. Architect reserves right to reject

part or all work of sub standard or not in confirmation to sample

approved as per mock up.

74 25 Pre-cast concrete kerb Cum 11,683.28 Rupees Eleven Thousand Six

Providing & fixing M25 grade of concrete factory-made precast Hundred and Eighty Three and

exposed/ fair finish kerb stones of approved make and as per Paise Twenty Eight Only

sample approved of any sizes, any shape. Kerb shall have

chamfered type/ pencil corner edges. Kerbs shall be fixed on the

base PCC with cement mortar 1:2 including flush pointing in CM

(1:2)/ ready mix mortar as per manufacturer's specification and of

approved make for all joints of the kerbstones, curing, etc.

complete. The rate shall also include erecting and fixing in position

all varieties/ shapes of kerbs (i.e. radius kerbs, corner kerb,

quadrant kerbs, drain out kerb, flat kerb, parking edge kerb, ramp

kerb etc) as per drawing. Precast kerb shall be protected with good

quality plastic sheet for protection against bituminous/ concrete

work. The rate shall include the joining, curing, finishing, protection

etc complete as directed by the engineer in charge. Actual installed

kerb volume shall be measured in payment.

Sample and Mock-up shall be carried out as suggested by the

Architect and as directed by the Engineer in charge. Sample and

mock shall not be payable if rejected. The actual laid volume shall

be measured for payment without any wastage.

Base PCC, excavation (if required) and other required civil work

shall be paid in relevant items. damaged block shall not be used in

AMTS HCPDPM Page 17 of

TOTAL ESTIMATED RATE (In Rs.)

ITEM NO. QUANTIT ITEM DESCRIPTION UNIT

IN FIGURES IN WORDS AMOUNT (In Rs.)

75 10 Precast elements for misc. items Cum 16,496.94 Rupees Sixteen Thousand Four

Providing, hoisting and fixing fair finish Precast Concrete of M 25 Hundred and Ninety Six and

grade in light pole cover, Precast concrete base for dustbin, or Paise Ninety Four Only

other similar elements etc. in any size, any shape and any

thickness as per approved drawing and including cost of required

centring and shuttering, necessary reinforcement (designed by

manufacturer) and arranging precast members in position with

required joining arrangement 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 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.

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). Approved mock

up works shall be measured for payment without any wastage

However, rejected Mock up shall not be measured for payment.

76 12 Precast elements - Bus stopper Cum 26,008.11 Rupees Twenty Six Thousand

Providing, hoisting and fixing fair finish Precast Concrete of M 25 and Eight and Paise Eleven Only

grade in bus stopper or other similar elements etc. in any size,

any shape and any thickness as per approved drawing and

including cost of required centring and shuttering, necessary

reinforcement (designed by manufacturer) and arranging precast

members in position with required joining arrangement 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 for

review and approval from Engineer in charge before mass

preduction/ execution. Stability of each elements is responsibility of

contractor. 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

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. Approved mock up works shall be measured for payment

without any wastage However, rejected Mock up shall not be

measured for payment.

77 5 SS recessed Manhole cover Nos. 25,475.38 Rupees Twenty Five Thousand

Providing and fixing recessed manhole cover having capacity of 40 Four Hundred and Seventy Five

T made with SS304 of approved make having clear opening size and Paise Thirty Eight Only

600mm x 600mm and recessed depth upto100mm. Recessed

manhole cover shall be with frame and double seal system.

Recessed manhole cover shall be with four side lifting arrangement

with minimal dimensions and two lifting keys. The cover shall be

with proper drainage arrangement, if cover to be used for

softscape/ lawn area. Recess depth shall be as per adjoining

development material and as per approved shop drawing. The

contractor shall submit a shop drawing of cover with test certificate.

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

Sample & mock-up shall be approved before mass execution.

78 3 Perforated Drain Cover Sqm 3,753.97 Rupees Three Thousand Seven

Providing and placing in position factory made fair finish Precast Hundred and Fifty Three and

RCC perforated cover on drains of any size, 100mm thick, as per Paise Ninety Seven Only

approved make, any shape, any pattern, any finish, any type, shape

and size of perforation as per design intent/concept, made of

minimum M-25 grade cement concrete, including cost of moulding,

reinforcement(if required), rendering, etc i.e. cost of transportation

for all leads & lift, handling at site etc. all complete as per direction

of Engineer-in-Charge. Sample and mockup shall be approved by

Architect before mass execution.

79 808 Providing and applying 2.5 mm thick road marking strips (retro Sqm 367.72 Rupees Three Hundred and

reflective) or graphic/ letter/ arrows etc of specified shade/ colour Sixty Seven and Paise Seventy

using hot thermoplastic material by fully/ semi automatic Two Only

thermoplastic paint applicator machine fitted with profile shoe, glass

beads dispenser, propane tank heater and profile shoe heater,

driven by experienced operator on concrete/ tar road surface

including cost of material, labour, T&P, cleaning the road surface of

all dirt, seals, oil, grease and foreign material etc. complete as per

direction of Engineer-in-charge and accordance with applicable

specifications.

80 400 Supplying and fixing Cat Eye (Stimsonite) made out from Acrilo Nos. 375.72 Rupees Three Hundred and

beautile sterine injuction high compressed molding with reflector Seventy Five and Paise Seventy

made of MMC (prismatic type of size 12cm x 6cm x 2.5cm) with Two Only

each unit for foxing. (High intensity grade)

AMTS HCPDPM Page 18 of

TOTAL ESTIMATED RATE (In Rs.)

ITEM NO. QUANTIT ITEM DESCRIPTION UNIT

IN FIGURES IN WORDS AMOUNT (In Rs.)

81 480 Providing and erecting 3.00 metre high temporary barricading at Rmt 1,436.78 Rupees One Thousand Four

site; made of precated sheet/ MS panel with required MS Hundred and Thirty Six and Paise

fabrication work with required civil work. Suitable arrangement shall Seventy Eight Only

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

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

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.

82 127 Soil Filling for Gardening/Plantation Cum 898.90 Rupees Eight Hundred and

Providing and laying good quality garden soil, obtained from Ninety Eight and Paise Ninety

outside which can be useful for all plants as per specification. Only

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 required height and species as per selection given by

Architect. Tree shall 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.

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.

AMTS HCPDPM Page 19 of

TOTAL ESTIMATED RATE (In Rs.)

ITEM NO. QUANTIT ITEM DESCRIPTION UNIT

IN FIGURES IN WORDS AMOUNT (In Rs.)

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

4. The tree trunk shall be straight and vertical. There should not be

any abrupt changes in girth of the trunk.

5. The form or shape of the crown shall be typical for the specimen

of the species. The crown shall not be significantly deformed by

wind, pruning practices, pests or other factors.

6.Trees shall be single stemmed unless otherwise specified.

7. Main branches shall be well spaced with a minimum of four

branches at planting.

8. The size, colour and appearance of leaves shall be typical for the

time of year and stage of growth of the tree species. Leaves shall

not be damaged or discoloured.

9. The root system shall be free of injury from biotic (insects,

pathogens) infestation and shall be uniform throughout the soil mix

or growth media. Container grown nursery stock shall have a

well‐established root system reaching the sides of the container to

maintain a firm ball when the container is removed.

83 94 Tree Plantation - Category T1 (As per drawing) Nos. 4,040.00 Rupees Four Thousand and

84 1 AMERICANS WITH DISABILITIES ACT TOILET Set 46,999.15 Rupees Forty Six Thousand Nine

Providing and Fixing EWC Floor mounted with Cistern, Wash Hundred and Ninety Nine and

basin, Grab bar, Hinged rail & special faucet with spachula Paise Fifteen Only

including seat cover, fittings, nuts, bolts and gasket, C.I. brackets

painted white, necessary pipe connection up to the outside face of

the wall, 15 mm CP Brass Basin Mixer, 32mm dia. C.P. waste

Coupling, C.P chain and rubber plug, C.P wall flange and rubber

adapter etc. complete for disabled toilet of approved Make and

conforming to IS Standards. Wash basin with one pair mounting

brackets, Waste coupling 32 mm size full thread with 80 mm height

etc., EWC S Trap & Cistern complete with fittings & seat cover, one

no. hinged rail Two nos. of grab rails, etc. complete as directed by

Engineer in charge.

EWC : Cat. No. S1013200 One piece EWC S trap 300 mm with

Cat. No. B1520118 Soft close seat cover,

Wash Basin : Cat. No. S2040159 CRANE Wall hung wash basin

Single lever clinical faucet : Cat. No. F9030453.

Wall mounted grab bar 600 mm long Model No.: B2210106 (2

Wall mounted hinged hand rail:Cat. No. B2210108

85 6 Providing and fixing white vitreous china extended wall mounting Nos. 16,773.73 Rupees Sixteen Thousand

water closet of size 780x370x690 mm of approved shape, including Seven Hundred and Seventy

seat cover, and Conceal cistern, with grouting the CI chair in side Three and Paise Seventy Three

the floor/ wall, rubber gaskets, connecting PVC 160mm dia. soil Only

pipe with PVC coupling, nuts, mounting cistern., Ragbolt, Gasket

Fitiiing of approved Make hole/Chasing in walls/ slab/ beam and

making good etc. complete as directed by Engineer in charge.

Water Closet: Grohe: Model Number: 39205000/Kohler: Model

Number: 18131IN-S-0/Jaquar: CNS-WHT-963UFSM

Conceal cistern: Grohe: Model Number: 3853610I/Kohler: Model

Number: 26351IN-M-NA/Jaquar: JCS-WHT-2400FSG.

Flush Plate: Grohe:Model Number: 38732000/Kohler: Model

Number: 28476IN-M-CP/Jaquar: JCP-CHR-352415

86 7 Providing & Fixing in position C.P. 2-Way Bib Cock with Wall Nos. 1,755.08 Rupees One Thousand Seven

Flange of best quality complete in all respects including cutting and Hundred and Fifty Five and Paise

making good the walls etc. Eight Only

Grohe: Model Number: 20280000/Kohler: Model Number: 25432IN-

4-CP/Jaquar: FLP-CHR-5041PMG

87 7 Providing and fixing of Hand Shower (Health Faucet), with 8mm Nos. 1,261.86 Rupees One Thousand Two

Dia,1Rmt Long pvc Tube and Wall Hook accessories to complete Hundred and Sixty One and

the item. Paise Eighty Six Only

Grohe: Model Number: 26352000 & 28409001/Kohler: Model

Number: 12927IN-CP/Jaquar: ALD-CHR-573G

88 7 Providing and fixing in position C.P. brass toilet paper holder Nos. 681.10 Rupees Six Hundred and Eighty

complete in all respects including cutting and making good the One and Paise Ten Only

Grohe: Model Number: 40689001/Kohler: Model Number: 25070IN-

CP/Jaquar: ACNCHR-1151N

AMTS HCPDPM Page 20 of

TOTAL ESTIMATED RATE (In Rs.)

ITEM NO. QUANTIT ITEM DESCRIPTION UNIT

IN FIGURES IN WORDS AMOUNT (In Rs.)

89 4 Providing and Fixing White vitreous china Under counter wash Nos. 3,384.75 Rupees Three Thousand Three

basin with C.I. brackets painted white, 15 mm CP Brass Wall Hundred and Eighty Four and

Mounted Pillar Cock, 32mm dia. C.P. waste Coupling, C.P chain Paise Seventy Five Only

and rubber plug, C.P wall flange and rubber adapter for waste

connection complete including including painting of fittings

and brackets, cutting and making good the walls wherever required

etc. complete in all respect as per direction of Engineer-in-charge.

Under Counter Wash Basin: Grohe: Model Number:

3971100H/Kohler: Model Number: 2211IN-0/Jaquar: FLS-WHT-

Grohe: Model Number:124512/Kohler: Model Number: 45432IN-

CP/Jaquar: ALD-CHR-705

90 4 Providing and Fixing White vitreous 15 mm CP Brass Deck Nos. 2,244.07 Rupees Two Thousand Two

mounted Pillar Cock, etc complete including including painting of Hundred and Forty Four and

fittings and brackets, cutting and making good the walls wherever Paise Seven Only

required etc. complete in all respect as per direction of Engineer-in-

Deck Mounted Pillar Cock:

Grohe: Model Number: 32813000/Kohler: Model Number: K-

27484IN-4-CP/Jaquar: FLP-CHR-5011PMG

91 11 Providing and fixing C.P. brass angle valve points of approved Nos. 486.69 Rupees Four Hundred and

quality conforming to IS:8931 15mm nominal bore. Eighty Six and Paise Sixty Nine

Grohe: Model Number: 40689001/Kohler: Model Number: 25070IN- Only

CP/Jaquar: ACNCHR-1151N

92 11 Providing and fixing of connection hopse pipe 450 mm long and Nos. 259.32 Rupees Two Hundred and Fifty

nuts, washer and brass flange complete, including cutting and Nine and Paise Thirty Two Only

making good the wall where required.

Grohe: Model Number: 28409001/Kohler: Model Number:

112067IN-CP/Jaquar: ALD-CHR-805B

93 8 Providing and fixing CP Brass 32mm size Bottle Trap of approved Nos. 751.06 Rupees Seven Hundred and Fifty

quality & make and as per the direction of Engineer-in-charge for One and Paise Six Only

Grohe: Model Number:29058000/Kohler: Model Number: 7314IN-

CP/Jaquar: ALDCHR-769L300X190

94 8 Providing and fixing CP Brass Waste Coupling including connection Nos. 137.29 Rupees One Hundred and Thirty

to basin & Bottle trap including necessary fittings with wall Flange Seven and Paise Twenty Nine

etc. complete in all respects including cutting and making good the Only

walls etc. complete as directed by Engineer in charge.

Grohe: Model Number:124512/Kohler: Model Number: 45432IN-

CP/Jaquar: ALD-CHR-705

95 1 Providing and Fixing CP brass bib cock of approved quality Nos. 429.49 Rupees Four Hundred and

conforming to IS: 8931 15 mm nominal bore Twenty Nine and Paise Forty

Grohe: Model Number: 20237000/Kohler: Model Number: 16093IN- Nine Only

4-CP/Jaquar: FLPCHR-5037PMGA

96 4 Providing and fixing in position best Indian make C.P. brass twin Nos. 546.61 Rupees Five Hundred and Forty

way Coat hooks fixed into wall with C.P. Brass screws and Six and Paise Sixty One Only

rawlplugs etc. complete including cutting and making good the

Kohler: Model Number: 5635IN-CP/Jaquar: ACN-CHR-1161N

97 2 Providing & fixing C.P. brass towel ring fixed to rawl plug with C.P. Nos. 916.10 Rupees Nine Hundred and

brass screws and rawlplugs etc. complete including cutting and Sixteen and Paise Ten Only

making good the walls etc.

Grohe: Model Number:40365001/Kohler: Model Number: 5631IN-

CP/Jaquar: ACN-CHR-1121BN

98 2 Providing and fixing Liquid soap dispenser with push lever Nos. 1,044.07 Rupees One Thousand and

assembly with soap refill fixed in wall with Screws complete in all Forty Four and Paise Seven Only

respect as per direction of the engineer-in-charge. Rate includes for

all above. Jaquar: Soap Dispenser - Push Button : SDR-WHT-

DJ0010F/Dolphy India Pvt Ltd: Model No. DSDR0098/Euronics:

99 2 Providing and fixing electrical hand dryer, fully automatic type, Nos. 8,024.58 Rupees Eight Thousand and

cover shall be fabricated in extra heavy duty 18 gauge type 304 SS Twenty Four and Paise Fifty Eight

with exposed surfaces stainless steel finished, the unit shall deliver Only

not less than 71 l/sec of hot air and electrical rating shall be 240 V/

1 phase/ 50 cycles.

Grohe: Model Number:40365001/Kohler: Model Number: 5631IN-

CP/Jaquar: ACN-CHR-1121BN

100 4 Supply, Install, Test & Commissioning of vitreous china urinal with Nos. 9,903.39 Rupees Nine Thousand Nine

C.I. hangers, 15mm dia inlet to built in spreaders with inbuilt waste Hundred and Three and Paise

with C.P flange, complete including cutting and making good the Thirty Nine Only

walls and floors wherever required.

Urinal: Kohler: Model Number: K-26474IN-ER-0/Jaquar:URS-WHT-

AMTS HCPDPM Page 21 of

TOTAL ESTIMATED RATE (In Rs.)

ITEM NO. QUANTIT ITEM DESCRIPTION UNIT

IN FIGURES IN WORDS AMOUNT (In Rs.)

101 3 Providing and fixing Urinal Sensotronic Sensor Type Urinal flush Nos. 18,069.49 Rupees Eighteen Thousand and

valve with installation box with control valve Electric operated Sixty Nine and Paise Forty Nine

automatic flushes of approved make, Sensor Concealed Type Only

Flush Valve for Urinal Complete set with Installation Box & Control

Valve (9V transformer). System provided with a solenoid valve and

valve connected to a 6 volts lithium battery. Unit automatically

serves (the range in about 40 cms) and flushes in two steps. The

pre flush is for 2 seconds duration and the final flushing is for

seconds duration. The outlet from the flusher shall be connected to

urinal with required braided pipes from sensor to urinal flush

connection in fixture, complete including cutting and making good

the walls wherever required

Urinal Sensor Make:

Kohler: Model Number: K-8988T-C01-CP/Jaquar: SNR-STL-

102 1 Providing & Fixing in position C.P.Auto closing Concealed Urinal Nos. 2,535.59 Rupees Two Thousand Five

Flush Valve With Wall Flange of best quality complete in all Hundred and Thirty Five and

respects including cutting and making good the walls etc. Paise Fifty Nine Only

Auto closing Concealed Urinal Flush Valve : Jaquar: PRS-073

103 1 Providing & Fixing in position C.P. Concealed 20mm diameter stop Nos. 1,240.68 Rupees One Thousand Two

Cock with Wall Flange of best quality complete in all respects Hundred and Forty and Paise

including cutting and making good the walls etc. Sixty Eight Only

Concealed 20mm diameter stop Cock : Jaquar: ALD-089CQT.

Exposed Part Kit: : Jaquar: FUS-29083K

104 1 Supplying and erecting horizontal / vertical mounting type storage Nos. 8,059.32 Rupees Eight Thousand and

water heater with copper container housed in M.S./S.S./ABS body Fifty Nine and Paise Thirty Two

insulated with glass wool/puff complete with heating Only

elements,adjustable thermostats 300C to 850C, indicating lamp,

safety valve, fusible plug, etc.complete erected with coach bolts,

nuts. washers & cementation.

25 Ltr. with 2 KW. heating element, Premium Category

105 1 Providing & Fixing in position C.P. Concealed 25mm diameter stop Nos. 2,230.51 Rupees Two Thousand Two

Cock with Wall Flange of best quality complete in all respects Hundred and Thirty and Paise

including cutting and making good the walls etc. Fifty One Only

Concealed 25mm diameter stop Cock : Jaquar: ALD-081.

Exposed Part Kit: : Jaquar: FUS-29083K

106 24 Providing, fixing and jointing 40MM Diameter unplasticized rigid Rmt 170.34 Rupees One Hundred and

PVC pipes conforming to IS: 4985 ( working pressure 6 kg/Sqcm) Seventy and Paise Thirty Four

including all fittings such as bends, clamps, cowls, supports etc. Only

cost of cutting holes and making good the walls all complete. The

work including solvent jointing hydraulic testing the joints & pipes

as mentioned in the specification etc. making holes including fixing

on the wall with clamps and fasteners at 1.00 meter distance or as

mentioned in the specifications, making holes in brick or RCC wall

as per requirement ,clearing the debris, grouting of concealed

pipes, making good the chase as mentioned, making good the wall

and floors, making connection with down take to satisfaction of engr

/ arch with proper care, protecting fittings & pipes till the final

handing over etc. as directed by E-I-C complete as per

specifications & drawing provided for all places, all heights & all

107 1 Providing, fixing and jointing 50MM Diameter unplasticized rigid Rmt 197.46 Rupees One Hundred and Ninety

PVC pipes conforming to IS: 4985 ( working pressure 6 kg/Sqcm) Seven and Paise Forty Six Only

including all fittings such as bends, clamps, cowls, supports etc.

cost of cutting holes and making good the walls all complete. The

work including solvent jointing hydraulic testing the joints & pipes

as mentioned in the specification etc. making holes including fixing

on the wall with clamps and fasteners at 1.00 meter distance or as

mentioned in the specifications, making holes in brick or RCC wall

as per requirement ,clearing the debris, grouting of concealed

pipes, making good the chase as mentioned, making good the wall

and floors, making connection with down take to satisfaction of engr

/ arch with proper care, protecting fittings & pipes till the final

handing over etc. as directed by E-I-C complete as per

specifications & drawing provided for all places, all heights & all

108 6 Providing and fixing to wall, ceiling and floor U.PVC SWR (Type- Rmt 343.22 Rupees Three Hundred and

B) conforming to IS 13592-1992 with one end plain and other end Forty Three and Paise Twenty

socketed with rubber ring, & fittings conforming to ISI 14735-1999 Two Only

Soil Waste Pipe with 'O' Ring 75 mm dia. of ISI 13592/92. Rate

inclusive of All fittings like single or double 'Y' with door, reducer,

coupler single 'T' with door bend, Vent cowl, G.I. Slotted Z patti of

16 Gauge (minimum1.60mm thick) and minimum 6mm dia. U

Clamp with Washer Nut at every 1.50mt. vertical distance including

All Labour Charges etc. complete and making good the Wall,

Ceiling and Floor.

AMTS HCPDPM Page 22 of

TOTAL ESTIMATED RATE (In Rs.)

ITEM NO. QUANTIT ITEM DESCRIPTION UNIT

IN FIGURES IN WORDS AMOUNT (In Rs.)

109 118 Providing, laying and jointing in true line and level U.P.V.C (Type B) Rmt 827.12 Rupees Eight Hundred and

conforming to IS 13592-1992 with one end plain and other end Twenty Seven and Paise Twelve

socketed with rubber ring, & fittings conforming to ISI 14735-1999 Only

of approved make for drainage system pipe line, pipe shall be

jointed with each other with rubber lubricant, pipe shall be fixed on

wall using of PVC clamp of the size pipe diameter x 210 mm length

x 196 mm heigh at every 2000 mm centre to centre or shall be

concealed in walls as directed including necessary fittings such as

bends, junctions, inspection doors, offsets, cowl, access

pieces/plugs shoes etc. including testing of pipes and joints and

jointed with adhesive solvent cement including cost of all materials.

110mm SWR PVC PIPE .

110 1 Providing, laying and jointing in true line and level U.P.V.C (Type B) Rmt 822.88 Rupees Eight Hundred and

conforming to IS 13592-1992 with one end plain and other end Twenty Two and Paise Eighty

socketed with rubber ring, & fittings conforming to ISI 14735-1999 Eight Only

of approved make for drainage system pipe line, pipe shall be

jointed with each other with rubber lubricant, pipe shall be fixed on

wall using of PVC clamp of the size pipe diameter x 210 mm length

x 196 mm heigh at every 2000 mm centre to centre or shall be

concealed in walls as directed including necessary fittings such as

bends, junctions, inspection doors, offsets, cowl, access

pieces/plugs shoes etc. including testing of pipes and joints and

jointed with adhesive solvent cement including cost of all materials.

160mm SWR PVC PIPE .

111 12 Providing & fixing Upvc P Trap of 110 X 110 mm diameter with Nos. 1,970.34 Rupees One Thousand Nine

Height riser/ necessary distance piece for wash basin/ sink drain Hundred and Seventy and Paise

connection with 150mm x 150mm Stainless steel Grating with Thirty Four Only

cockroach trap, making necessary slab/ wall/ beam holes and

cutting walls, etc. complete.

Make: Chilly: Model No: CCT-RFC-150 (Matt Finish)

112 2 Providing & fixing Futura floor clean out Stainless steel 150mm with Nos. 1,277.12 Rupees One Thousand Two

making necessary slab/ wall/ beam holes and cutting walls, etc. Hundred and Seventy Seven and

complete. Paise Twelve Only

Make: Chilly: Model No: CO-R-150 (Matt Finish)

113 2 Making khurras 45x45 cm with average minimum thickness of 5 cm Nos. 204.31 Rupees Two Hundred and Four

cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone and Paise Thirty One Only

aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x

400 micron, finished with 12 mm cement plaster 1:3 (1 cement :

coarse sand) and a coat of neat cement, rounding the edges and

making and finishing the outlet complete.

114 2 Providing and fixing to the inlet mouth of rain water pipe cast iron Nos. 37.46 Rupees Thirty Seven and Paise

grating 15 cm diameter and weighing not less than 440 grams. Forty Six Only

115 2 Providing and fixing S.W. gully trap with C.I. grating brick masonry Nos. 1,234.75 Rupees One Thousand Two

chamber and water tight C.I. cover with frame of 300mm x 300mm Hundred and Thirty Four and

size (inside) with standard weight.(i) Square mouth traps.(B) Paise Seventy Five Only

150mm x 100mm size P or R type

116 6 Providing and laying 110MM pipe diameter FOAMCORE PVC Rmt 698.05 Rupees Six Hundred and Ninety

SELFIT SN8 PIPE Conforming to IS 16098 of approved Eight and Paise Five Only

mak,Solvent cement for jointing, laying and jointing the pipe in

required line, level and as per manufacturer's specification and

water leakage testing of the pipe before concealing the pipe etc

complete as directed.

117 264 Providing and laying 160MM pipe diameter FOAMCORE PVC Rmt 217.04 Rupees Two Hundred and

SELFIT SN8 PIPE Conforming to IS 16098 of approved Seventeen and Paise Four Only

mak,Solvent cement for jointing, laying and jointing the pipe in

required line, level and as per manufacturer's specification and

water leakage testing of the pipe before concealing the pipe etc

complete as directed.

118 1 Providing and laying 200MM pipe diameter FOAMCORE PVC Rmt 253.52 Rupees Two Hundred and Fifty

SELFIT SN8 PIPE Conforming to IS 16098 of approved Three and Paise Fifty Two Only

mak,Solvent cement for jointing, laying and jointing the pipe in

required line, level and as per manufacturer's specification and

water leakage testing of the pipe before concealing the pipe etc

complete as directed.

119 1 Providing and laying 250MM pipe diameter FOAMCORE PVC Rmt 303.88 Rupees Three Hundred and

SELFIT SN8 PIPE Conforming to IS 16098 of approved Three and Paise Eighty Eight

mak,Solvent cement for jointing, laying and jointing the pipe in Only

required line, level and as per manufacturer's specification and

water leakage testing of the pipe before concealing the pipe etc

complete as directed.

120 1 Providing and laying 315MM pipe diameter FOAMCORE PVC Rmt 392.58 Rupees Three Hundred and

SELFIT SN8 PIPE Conforming to IS 16098 of approved Ninety Two and Paise Fifty Eight

mak,Solvent cement for jointing, laying and jointing the pipe in Only

required line, level and as per manufacturer's specification and

water leakage testing of the pipe before concealing the pipe etc

complete as directed.

Providing laying (to level or slopes) and jointing reinforced concrete

Light duty non-pressure pipes I.S. class NP2 of the following

internal diameter with collars and butt ends prepared for collar

joints including testing of joints complete.

AMTS HCPDPM Page 23 of

TOTAL ESTIMATED RATE (In Rs.)

ITEM NO. QUANTIT ITEM DESCRIPTION UNIT

IN FIGURES IN WORDS AMOUNT (In Rs.)

121 6 150 mm dia. R.C.C. pipe Rmt 246.61 Rupees Two Hundred and Forty

Six and Paise Sixty One Only

122 6 250 mm dia. R.C.C. pipe Rmt 344.92 Rupees Three Hundred and

Forty Four and Paise Ninety Two

123 6 300 mm dia. R.C.C. pipe Rmt 658.47 Rupees Six Hundred and Fifty

Eight and Paise Forty Seven Only

124 6 450 mm dia. R.C.C. pipe Rmt 1,050.00 Rupees One Thousand and Fifty

125 6 500 mm dia. R.C.C. pipe Rmt 1,222.88 Rupees One Thousand Two

Hundred and Twenty Two and

Paise Eighty Eight Only

126 1 Constructing brick masonry chamber for Nos. 3,624.58 Rupees Three Thousand Six

underground C.I. Inspection chamber and bends with bricks having Hundred and Twenty Four and

crushing strength not less than 35Kg/Cm2 in C.M. 1:5 C.I. cover Paise Fifty Eight Only

with frame (Light duty) 455mm x 610mm intenal dimensions total

weight of cover with frame to be not less than 38Kg. (Wt. of cover

23 Kg.) and Wt. of frame 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-

cement :2- coarse sand :4-graded stone aggregate 20mm size)

foundation concrete 1:5:10 inside plaster 15mm thick with cement

mortar 1:3 finished smooth with a floating coat of neat cement on

walls and bed concrete etc. complete.(ii) Inside dimensions 500mm

x 700 mm and 450mm deep

127 1 Extra depth for every additional depth of 0.1M. of part thereof Nos. 261.86 Rupees Two Hundred and Sixty

beyond 450mm depth for Brick masonry chamber.(ii) for 500mm x One and Paise Eighty Six Only

128 1 Constructing brick masonry chamber for Nos. 7,109.32 Rupees Seven Thousand One

underground C.I. Inspection chamber and bends with bricks having Hundred and Nine and Paise

crushing strength not less than 35Kg/Cm2 in C.M. 1:5 C.I. cover Thirty Two Only

with frame (Light duty) 455mm x 610mm intenal dimensions total

weight of cover with frame to be not less than 38Kg. (Wt. of cover

23 Kg.) and Wt. of frame 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-

cement :2- coarse sand :4-graded stone aggregate 20mm size)

foundation concrete 1:5:10 inside plaster 15mm thick with cement

mortar 1:3 finished smooth with a floating coat of neat cement on

walls and bed concrete etc. complete.(ii) Inside dimensions 600mm

x 850 mm and 450mm deep

129 1 Extra depth for every additional depth of 0.1M. of part thereof Nos. 322.03 Rupees Three Hundred and

beyond 450mm depth for Brick masonry chamber.(ii) for 600mm x Twenty Two and Paise Three

850mm size. Only

130 1 Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement Nos. 10,920.34 Rupees Ten Thousand Nine

:2-coarse sand : 4-graded stone aggregate 20mm nominal size) Hundred and Twenty and Paise

foundation concrete 1:3:6 mix (1-cement : 3- coarse sand :6-Brick Thirty Four Only

bats 40 + 50mm size) inside plastering 15mm thick with Cement

Mortar 1:3 (1-Cement : 3-coarse sand) finished with a floating coat

of neat cement and making channels in cement concrete 1:2:4 mix

(1- Cement :2-Coarse sand :4-stone aggregate 20mm nominal size)

finished smooth complete including curing and festing (i) Inside size

900mm x 1200mm and 1.5M. deep including C.I. cover with frame

size 560mm diameter total weight of cover and frame to be not less

than 128 kgs. (Wt. of cover 64 Kg. and Wt. of frame 64 Kg.)(A)

With 230mm thick walls of brick msonry using brick having crushing

strength not less than 35Kg. / Sq.cm. in Cement Mortar 1:5 (1-

Cement: 5-Coarse sand) (1) A type depth 0.90 Metre for 150mm

diameter sewer.

131 1 Extra rate for constructing B.B. masonry for every additional depth Nos. 517.80 Rupees Five Hundred and

of 0.1M. or Part there of over inside size 900mm x 1200mm for Seventeen and Paise Eighty Only

depth from 0.9M to 1.5M.

132 3 Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement Nos. 19,138.98 Rupees Nineteen Thousand One

:2-coarse sand : 4-graded stone aggregate 20mm nominal size) Hundred and Thirty Eight and

foundation concrete 1:3:6 mix (1-cement : 3- coarse sand :6-Brick Paise Ninety Eight Only

bats 40 + 50mm size) inside plastering 15mm thick with Cement

Mortar 1:3 (1-Cement : 3-coarse sand) finished with a floating coat

of neat cement and making channels in cement concrete 1:2:4 mix

(1- Cement :2-Coarse sand :4-stone aggregate 20mm nominal size)

finished smooth complete including curing and festing (i) Inside size

900mm x 1200mm and 1.5M. deep including C.I. cover with frame

size 560mm diameter total weight of cover and frame to be not less

than 128 kgs. (Wt. of cover 64 Kg. and Wt. of frame 64 Kg.)(A)

With 230mm thick walls of brick msonry using brick having crushing

strength not less than 35Kg. / Sq.cm. in Cement Mortar 1:5 (1-

Cement: 5-Coarse sand) (2) B type depth 1.50 Metre for 150mm

diameter sewer.

133 3 Extra rate for constructing B.B. masonry for every additional depth Nos. 393.22 Rupees Three Hundred and

of 0.1M. or Part there of over inside size 900mm x 1200mm for Ninety Three and Paise Twenty

depth from 1.50M. To 2.25M. Two Only

AMTS HCPDPM Page 24 of

TOTAL ESTIMATED RATE (In Rs.)

ITEM NO. QUANTIT ITEM DESCRIPTION UNIT

IN FIGURES IN WORDS AMOUNT (In Rs.)

134 9 Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement Nos. 23,209.32 Rupees Twenty Three Thousand

:2-coarse sand : 4-graded stone aggregate 20mm nominal size) Two Hundred and Nine and Paise

foundation concrete 1:3:6 mix (1-cement : 3- coarse sand :6-Brick Thirty Two Only

bats 40 + 50mm size) inside plastering 15mm thick with Cement

Mortar 1:3 (1-Cement : 3-coarse sand) finished with a floating coat

of neat cement and making channels in cement concrete 1:2:4 mix

(1- Cement :2-Coarse sand :4-stone aggregate 20mm nominal size)

finished smooth complete including curing and festing (i) Inside size

900mm x 1200mm and 1.5M. deep including C.I. cover with frame

size 560mm diameter total weight of cover and frame to be not less

than 128 kgs. (Wt. of cover 64 Kg. and Wt. of frame 64 Kg.)(A)

With 230mm thick walls of brick msonry using brick having crushing

strength not less than 35Kg. / Sq.cm. in Cement Mortar 1:5 (1-

Cement: 5-Coarse sand) (3) C type depth 2.25 Metre for 150mm

diameter sewer.

135 9 Extra rate for constructing B.B. masonry for every additional depth Nos. 544.92 Rupees Five Hundred and Forty

of 0.1M. or Part there of over inside size 900mm x 1200mm for Four and Paise Ninety Two Only

depth from 2.25M. To 3.15M.

136 1 Constructing Brick masonry road Gully chamber 500mm x 450 X Nos. 1,997.46 Rupees One Thousand Nine

600 mmincluding 500x450 mm CI horizontal grating with frame Hundred and Ninety Seven and

complete Paise Forty Six Only

137 1 Constructing Brick masonry road gully chamber 450mm x 450mm x Nos. 2,520.34 Rupees Two Thousand Five

775mm with vertical gating complete. Hundred and Twenty and Paise

Thirty Four Only

138 1 Constructing Brick masonry road Gully chamber 1100mm x 775 Nos. 5,077.97 Rupees Five Thousand and

mm including 500x450 mm CI horizontal grating with & vertical Seventy Seven and Paise Ninety

grating frame complete Seven Only

139 1 150 mm dia. Nos. 412.85 Rupees Four Hundred and

Twelve and Paise Eighty Five

140 1 For pipes 100 to 250 mm diameter Nos. 610.55 Rupees Six Hundred and Ten

and Paise Fifty Five Only

Providing and fixing concealed center point to wall ceiling & floor

CPVC (SDR 13.5) PIPE having National Sanitation Foundation

(NSF) seal for potable water of following dia. nominal bore tube

fittings and clamps including including cutting chases and making

good the wall, ceiling and floor etc. complete.

141 1 15 mm nominal dia. Pipes Rmt 165.25 Rupees One Hundred and Sixty

Five and Paise Twenty Five Only

142 66 20 mm nominal dia. Pipes Rmt 203.39 Rupees Two Hundred and Three

and Paise Thirty Nine Only

143 18 25 mm nominal dia. Pipes Rmt 247.46 Rupees Two Hundred and Forty

Seven and Paise Forty Six Only

144 50 32 mm nominal dia. Pipes Rmt 330.51 Rupees Three Hundred and

Thirty and Paise Fifty One Only

145 1 40 mm nominal dia. Pipes Rmt 437.29 Rupees Four Hundred and Thirty

Seven and Paise Twenty Nine

146 1 50 mm nominal dia. Pipes Rmt 647.46 Rupees Six Hundred and Forty

Seven and Paise Forty Six Only

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,

having thermal stability for hot & cold water supply, including all

CPVC plain & brass threaded fittings, including fixing the pipe with

clamps at 1.00 m spacing. This includes jointing of pipes & fittings

with one step CPVC solvent cement and testing of joints complete

as per direction of Engineer in Charge.

Internal work - Exposed on wall

147 1 15 mm nominal dia. Pipes Rmt 196.48 Rupees One Hundred and Ninety

Six and Paise Forty Eight Only

148 7 20 mm nominal dia. Pipes Rmt 231.77 Rupees Two Hundred and Thirty

One and Paise Seventy Seven

149 7 25 mm nominal dia. Pipes Rmt 275.09 Rupees Two Hundred and

Seventy Five and Paise Nine

150 7 32 mm nominal dia. Pipes Rmt 354.40 Rupees Three Hundred and Fifty

Four and Paise Forty Only

151 72 40 mm nominal dia. Pipes Rmt 481.56 Rupees Four Hundred and

Eighty One and Paise Fifty Six

152 39 50 mm nominal dia. Pipes Rmt 639.93 Rupees Six Hundred and Thirty

Nine and Paise Ninety Three

153 1 65 mm nominal dia. Pipes Rmt 1,458.47 Rupees One Thousand Four

Hundred and Fifty Eight and

Paise Forty Seven Only

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,

having thermal stability for hot & cold water supply including all

CPVC plain & brass threaded fittings This includes jointing of pipes

& fittings with one step CPVC solvent cement, trenching, refilling &

testing of joints complete as per direction of Engineer in Charge.

AMTS HCPDPM Page 25 of

TOTAL ESTIMATED RATE (In Rs.)

ITEM NO. QUANTIT ITEM DESCRIPTION UNIT

IN FIGURES IN WORDS AMOUNT (In Rs.)

154 1 15 mm nominal dia. Pipes Rmt 167.63 Rupees One Hundred and Sixty

Seven and Paise Sixty Three

155 1 20 mm nominal dia. Pipes Rmt 187.90 Rupees One Hundred and Eighty

Seven and Paise Ninety Only

156 5 25 mm nominal dia. Pipes Rmt 243.46 Rupees Two Hundred and Forty

Three and Paise Forty Six Only

157 5 32 mm nominal dia. Pipes Rmt 300.48 Rupees Three Hundred and

Paise Forty Eight Only

158 5 40 mm nominal dia. Pipes Rmt 350.64 Rupees Three Hundred and Fifty

and Paise Sixty Four Only

159 275 50 mm nominal dia. Pipes Rmt 544.10 Rupees Five Hundred and Forty

Four and Paise Ten Only

160 1 65 mm nominal dia. Pipes Rmt 1,158.50 Rupees One Thousand One

Hundred and Fifty Eight and

Paise Fifty Only

Providing and fixing gun metal Gate valve/Ball Valve with C.I.

wheel of approved quality (screwed end)

161 1 20 mm nominal bore Nos. 201.69 Rupees Two Hundred and One

and Paise Sixty Nine Only

162 1 25 mm nominal bore Nos. 416.10 Rupees Four Hundred and

Sixteen and Paise Ten Only

163 3 32 mm nominal bore Nos. 311.86 Rupees Three Hundred and

Eleven and Paise Eighty Six Only

164 4 40 mm nominal bore Nos. 656.78 Rupees Six Hundred and Fifty

Six and Paise Seventy Eight Only

165 8 50 mm nominal bore Nos. 870.04 Rupees Eight Hundred and

Seventy and Paise Four Only

Providing, installation, testing and commissioning of non-return

valve of PN 16 rating of following sizes confirming to IS:

complete with rubber gasket, GI bolts, nuts, washers etc.as

166 2 50 mm dia Nos. 4,302.63 Rupees Four Thousand Three

Hundred and Two and Paise

Sixty Three Only

167 1 65 mm dia Nos. 4,769.20 Rupees Four Thousand Seven

Hundred and Sixty Nine and

Paise Twenty Only

Full Bore Electromagnetic Flow Meter- Regular Power operated

Design, Supply, Installation, Testing, Commissioning of Full Bore

Electromagnetic flow meter with factory calibrated, Regular Power

Operated, flanged connection, Flow sensor, Indicator, transmitter

and totaliser with all accessories viz.

surge arrestor, associated cables, cabinets, hardwares, etc

complete as per following specifications:

I. Flow Meter/ Sensor:

DC pulsed type, IP 68 Protection, Flanged process connection as

per IS 1538 or equivalent standard, SS304/ Metallic Alloy Flow

Tube, SS316/ SS 316 L/ Hastelloy Sensor, SS316/ Hastelloy

Grounding Ring/ Inbuilt Grounding Electrode, Neoprene/

Polyurethane/ Hard Rubber/ Rilsan lining, SS304/ Die Cast

Aluminium/ Carbon steel with Anticorrosive Paint Coil Housing with

Junction Box, CS flanges.

II.Flow Transmitter/ Converter)Remote Field Mounted):

Microprocessor based, Modular design, 2 line LCD for indication of

actual flow rate, forward, reverse, sum totaliser display, ±0.5%

accuracy at 0.3 to 4 m/sec velocity, 4 to 20 mA with HART/Modbus

output, one scalable pulse, one status output, IP 67 protection, Die

cast aluminium/ polycarbonate/ SS316 with Anticorrosive Paint/ PU

finish with glass window enclosure, Inbuilt EEPROM and Data

Logger, 20 meters cable length for sensor to transmitter

communication etc alongwith wall mounted/ stand mounted cabinet.

168 1 25 mm dia. nominal bore Nos. 43,743.22 Rupees Forty Three Thousand

Seven Hundred and Forty Three

and Paise Twenty Two Only

169 1 40 mm dia. nominal bore Nos. 50,646.61 Rupees Fifty Thousand Six

Hundred and Forty Six and Paise

170 1 Constructing masonry Chamber 60x60x75 cm inside, in brick work Nos. 9,150.75 Rupees Nine Thousand One

in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, Hundred and Fifty and Paise

with C.I. surface box 100mm top diameter, 160 mm bottom Seventy Five Only

diameter and 176 mm deep ( inside) with chained lid and RCC top

slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone

aggregate 20mm nominal size ) , i/c necessary excavation,

foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded

stone aggregate 40 mm nominal size) and inside plastering with

cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished

with a floating coat of neat cement complete as per standard design

With common burnt clay F.P.S.(non modular) bricks of class

AMTS HCPDPM Page 26 of

TOTAL ESTIMATED RATE (In Rs.)

ITEM NO. QUANTIT ITEM DESCRIPTION UNIT

IN FIGURES IN WORDS AMOUNT (In Rs.)

171 1 Constructing masonry Chamber 90x90x100 cm inside, in brick work Nos. 15,959.48 Rupees Fifteen Thousand Nine

in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, Hundred and Fifty Nine and Paise

with C.I. surface box 100 mm top diameter, 160 mm bottom Forty Eight Only

diameter and 176 mm deep (inside) with chained lid and RCC top

slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone

aggregate 20 mm nominal size ), i/c necessary excavation,

foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded

stone aggregate 40 mm nominal size ) and inside plastering with

cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished

with a floating coat of neat cement complete as per standard design

: With common burnt clay F.P.S.(non modular) bricks of class

designation 7.5.

172 1 Constructing masonry Chamber 120x120x100 cm inside, in brick Nos. 22,117.69 Rupees Twenty Two Thousand

work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice One Hundred and Seventeen and

valve, with C.I. surface box 100 mm top diameter, 160 mm bottom Paise Sixty Nine Only

diameter and 176 mm deep (inside) with chained lid and RCC top

slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone

aggregate 20 mm nominal size) , i/c necessary excavation,

foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded

stone aggregate 40 mm nominal size) and inside plastering with

cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished

with a floating coat of neat cement complete as per standard design

: Bricks of class designation 7.5.

173 2 Supplying and fixing FRP Heavy duty Water Tank Manhole cover Nos. 13,743.22 Rupees Thirteen Thousand

180 degree opening with hinge & locking arrangement with frame Seven Hundred and Forty Three

(heavy duty Fire Engine load) 600 mm internal size etc. complete and Paise Twenty Two Only

174 4 Supplying and fixing Solid Top FRP Heavy duty Manhole cover with Nos. 13,933.90 Rupees Thirteen Thousand Nine

frame (heavy duty Fire Engine load) 600 mm X 600mm internal size Hundred and Thirty Three and

clear opening etc. complete the job. Paise Ninety Only

175 2 Providing and fixing Water Cooler with in-build RO + Uv Purification Nos. 1,38,985.59 Rupees One Lakh Thirty Eight

S.S. 304 water cooler body of 60ltr per hr. cooling capacity Per Thousand Nine Hundred and

hour @ an ambient temp of 45 deg. The outlet temp. of the water Eighty Five and Paise Fifty Nine

should drop by 15˚C within a hour, 80ltr storage capacity of SS 304 Only

materail with Normal & Cold Water, RO Feed Water Capacity:

LPH. The water cooler should be comprising of hermitically sealed

compressor, Refrigetant R134a, fan motor, condensing unit, water

tank surrounded by evaporating coil, Thermal PUF insulation,

thermostats, relay etc. complete with necessary inlet & outlet

connation with RO & drinking water tap, Including inbuilt R.O.Plant

consisting of considering the Filter Feed pump & inbuilt booster

pump,dry run protection, water purification 7 stage filtration

including sediment, Carbon Filter, Anti-scalant, Sediment, RO

membrane, Post carbon Filtration and UV purification piping,

isolation valves, instruments supports, etc. complete & Medium

Penetration UV. Including all Inter connection piping and all comp.

System as per drinking water IS stadard requirment. it is

recommendate to provide blending system of water at attain TDS

level between 250-300 ppm, Skid SS 304 The supplier has to also

supply and installation of SS-304 storage tank - 80 ltr. capacity.

176 2 Providing and fixing of 100 mm dia (flanged ends) Ductile Iron Nos. 4,258.47 Rupees Four Thousand Two

Heavy duty vent with brass mosquito proof coupling and air filter Hundred and Fifty Eight and

including return bend, complete as required. and BS EN 545 Ductile Paise Forty Seven Only

Iron Pipe , BS EN 1092-2 Flange,properly fixed in walls & top slab

Supplying, fixing, testing and commissioning of following sizes

motorized Butterfly Valve with DI Body, SS Disc, O-ring and

minimum PN 16 pressure rating, Conforming to BS 5155, BMS

Compatible, Read/Write command via BMS, On-off operation

available on BMS system, IS 13095 with IP-55 actuator, capacble

of accepting upto 10V DC and upto 20mA electric signal and

providing similar transduced feedback output to control system as

177 1 40 mm dia. Nos. 11,613.56 Rupees Eleven Thousand Six

Hundred and Thirteen and Paise

178 1 50 mm dia. Nos. 14,664.41 Rupees Fourteen Thousand Six

Hundred and Sixty Four and

Paise Forty One Only

Providing, installation, testing and commissioning of Blind Flange of

following sizes complete with rubber gasket, GI bolts,

washers,making flanged joint with nuts, washers and rubber

insertion 3 mm thick, testing the falnge and joints etc. as required.

179 1 50 mm dia. Nos. 433.90 Rupees Four Hundred and Thirty

Three and Paise Ninety Only

180 1 65 mm dia. Nos. 433.90 Rupees Four Hundred and Thirty

Three and Paise Ninety Only

181 200 Drilling of bore hole an Alluvial strata by direct Rotary rig size Rmt 820.34 Rupees Eight Hundred and

550/300mm diameter. Twenty and Paise Thirty Four

(For 2 Nos. Bore) Only

182 200 Reaming of 550/300 pilot bore hole including Assembling, lowering Rmt 510.17 Rupees Five Hundred and Ten

housing casing, strainer pipes, gravel packing, clay packing etc. and Paise Seventeen Only

complete size 550mm diameter.

(For 2 Nos. Bore)

AMTS HCPDPM Page 27 of

TOTAL ESTIMATED RATE (In Rs.)

ITEM NO. QUANTIT ITEM DESCRIPTION UNIT

IN FIGURES IN WORDS AMOUNT (In Rs.)

183 140 Manufacture, supply and delivery of ISI marked ERW M.S. pipes Rmt 4,139.83 Rupees Four Thousand One

conforming to IS: 4570/5001 with latest amendment in random Hundred and Thirty Nine and

length of 4 to 7 meter size 550mm diameter (min. 7.10 mm Paise Eighty Three Only

(For 2 Nos. Bore)

184 2 Clamp made from M.S. plate with 3 holes on either side with nuts Pair 2,379.66 Rupees Two Thousand Three

and bolts of Std. Make and suitable size. Hundred and Seventy Nine and

900 mm X 100 mm X 16 mm flat suitable for 550 mm dia.Pipe. Paise Sixty Six Only

(For 2 Nos. Bore)

185 2 Bore plug having 100 mm height made from M.S. plate with 3 holes Nos. 1,360.17 Rupees One Thousand Three

at equal distance on circumference for nut-bolts type, locking Hundred and Sixty and Paise

arrangement with nuts-bolts and lock nuts of std. Make complete. Seventeen Only

From 5mm thick M.S. plate (for top also) suitable 550mm diameter

(For 2 Nos. Bore)

186 2 M.S. Bail plug having length 0.45 mtr from medium class pipe as Nos. 1,239.83 Rupees One Thousand Two

per I.S.S. suitable for 550mm diameter pipe. Hundred and Thirty Nine and

(For 2 Nos. Bore) Paise Eighty Three Only

187 4 Steel bent plates suitable to 550 mm dia ERW pipe size 500 mm x Nos. 110.17 Rupees One Hundred and Ten

150mm x 6 mm. and Paise Seventeen Only

(For 2 Nos. Bore)

188 70 Supply of Best quality of well sorted Sevaliya gravel of size 4mm to Cum 2,389.83 Rupees Two Thousand Three

6mm. Hundred and Eighty Nine and

(For 2 Nos. Bore) Paise Eighty Three Only

189 2 Cement sealing including the cost of cement by means of mud JOB 7,439.83 Rupees Seven Thousand Four

pump. Hundred and Thirty Nine and

(For 2 Nos. Bore) Paise Eighty Three Only

190 2 Charges of electrologging test of bore hole. JOB 21,239.83 Rupees Twenty One Thousand

(For 2 Nos. Bore) Two Hundred and Thirty Nine and

Paise Eighty Three Only

191 2 Lowering and removing of 100mm dia. Drop line and 35mm dia air JOB 32,779.66 Rupees Thirty Two Thousand

line for development of each water bearing zones comes across Seven Hundred and Seventy

upto the full depth of deep tube well size 500mm/ 550mm/ 300mm Nine and Paise Sixty Six Only

dia. For the tube well having depth of 186 meter and above through

suitable air compressor. the job is for complete period of

development of tube well without air compressor charges. The job

is for compete period of development.( where water is very deep

and 5/3rd submersion is not achieved.)

* All the required accessories, machineries etc for above job will

have to be provided by contractors.

(For 2 Nos. Bore)

192 12 Charges of air compressor capacity 900 CFM/500 including all the HR 9,929.66 Rupees Nine Thousand Nine

require accessories and machineries. (Min 6hr and upto sand free Hundred and Twenty Nine and

discharge) Paise Sixty Six Only

(For 2 Nos. Bore)

193 2 Supply of Clay ball of size 55mm to 50mm from Stickly Clay at site Cum 2,379.66 Rupees Two Thousand Three

of work.)As certified by Hydrologist). Hundred and Seventy Nine and

(For 2 Nos. Bore) Paise Sixty Six Only

Supplying, installing, testing and commissioning of Submersible

centrifugal monoblock transfer pumps Complete in Stainless steel

including with body, casing, impeller, shaft and driven by 415 V AC,

3 phase, 50HZ., 2 pole Motor & IE3 Efficiency etc., motor running at

2900 rpm speed and shall be supplied with all accessories viz.,

base plate, coupling, motor etc. complete.

Panel mounted PLC based multi pump controller with large

graphical display with VGA 240 x 320 pixels, IP 55 enclosure, ON-

OFF and Trip Indicating lamps in each incomer and outgoing

feeders, interlocking arrangement, level controller with operational

mode as one pump working at low level, both pumps at high level

with a hooter alarm and cut off at dry level, cascade operation,

working / standby selection. Each incomer and Outgoing feeder

should be capable for protection against Overload, Short Circuit

and Phase reversal condition and shall be capable to communicate

with other controllers following. All alarms should be displayed in

the controller. System should be equipped with dry running

protection. Indication of all type of faults / on-off status / electrical

parameters shall be available on panel

Scope shall also include supply, laying, termination of power

cables of adequate size, and arrangement of cable tray from Pump

to Control panel, Control cable of required size & nos from

Underground tank to overhead tank, level controller in the

underground tank and overhead tank, diodes to indicate pump

ready, earthing, pump running and fault condition, Automatic

Cascade Operation etc complete the job.

SITC of elctronic type low water level controller in the underground

tank with LED panel to operate pump (necessary contacts along

with minium one PLC operated spare contacts required), shall

prevent the pump from dry running. Scope shall also include for

control cable & conduit of required size from Panel to UG tank.

SITC of elctronic type Medium & high water level controller in the

overhead tank with LED panel to operate pump (necessary contacts

along with minium one PLC operated contacts required),level

controller with operational mode as one pump working at medium

level, both pumps at low level with a hooter alarm and cut off at dry

level complete the job. Scope shall also include for control cable &

conduit of required nos & size from Panel to overhead tank

considering both pump working at low level.

AMTS HCPDPM Page 28 of

TOTAL ESTIMATED RATE (In Rs.)

ITEM NO. QUANTIT ITEM DESCRIPTION UNIT

IN FIGURES IN WORDS AMOUNT (In Rs.)

Set of accessories such as CPVC SCH 80 headers of discharge for

(working and Standby pump assembly), Cast iron control valves,

Cast Iron non return valves,pressure gauge with Isolation Valve of

PN 10 etc. complete the job. Require complete company fitted

ready-to-connect packaged system.

194 1 DOMESTIC WATER DISTRIBUTION PUMPING SYSTEM FROM Set 1,01,694.92 Rupees One Lakh One

UG TANK Thousand Six Hundred and

Ninety Four and Paise Ninety

Capacity per pump - 5 m3/hour, Head -35 mt, 1 Set = 1 Nos. Pump

(1 Working + 1 Asist by - cascade operation), Total Capacity of

System: 10 m3/hour.

195 Development and Construction of Bore wells at site. The scope Job 22,32,100.00 Twenty-two Lakh Thirty-two

includes - Drilling of 400mm Bore Holes up to 270 meters depth Thousand One Hundred Rupees

using mud flush direct rotary rig, Reaming of Bore holes including only

assembling, jointing, lowering of housing casing, strainer pipes and

other assemble items with gravel packing and clay ball packing

etc., lowering of 100mm Drop Line & 32mm G.I. Air Line up to

water bearing zone, Development of Tubewell zonewise with

CFM / 300 PSI (above depth of 250 Mtrs) air compressor up to

availability of sand free discharge. The air compressor should run

minimum for 6 (six) hours or up to availability of sand free

discharge, Supply and installation of 250mm dia ERW blank pipes

as per IS:4270 of minimum 7.1mm thickness, Supply and installatin

of 250mm dia cage type 'V' wire wound low carbon galvanized steel

screen pipe of 1.5mm heavy grade, Supply and installation of

1 250mm Stainless Steel Strainer Pipe of JOHNSON brand,

Providing and fixing clamps made from MS plate with 3 holes on

either side with nuts and bolts of standard make & suitable to

250mm dia pipe. Size: 900mm x 100mm x 16mm, MS Bore Plugs

suitable for 200mm dia MS Pipes, Providing and fixing bore plug

having 100 mm height made from M.S. plate with 3 holes at equal

distance on circumference for nut & bolts type locking arrangement

with nut, bolts & lock nuts of standard make etc suitable for 250 mm

ERW Pipes (Thickness of plate is minimum 5mm for top also),

Providing and fixing in place Steel Bent Plates suitable for 250mm

ERW Pipes - Size: 200mm x 150mm x 6mm, Geohydrological

Ground Water Investigation, Electrologging of bore holes, Chemical

analysis of extracted water, Filling of Bore Holes with Clay,

Lowering and installation of Submersible Bore Well Pump,

connection of Bore Well Pump with Control Panels, Lowering and

196 Providing and laying in position ISI Marked (Embossed) 125mm RMT 2,575.50 Two Thousand Five Hundred

diameter of Heavy duty UPVC column pipes with coupler and wire Seventy-Five Rupees and Fifty

lock, including couplers, C.I. top flange with double clamp, pump Paise Only

guard set with 2 nos. M.S. powder coated flange & 2 nos. SS rods

with nuts and cotterpin, fixing the joints with Teflon tapes, testing of

the pipes as per standards, and connection with the bore well pump

outlet at one end and discharge pipe at the other, and as approved

and directed by Engineer-in-charge.

197 Submersible Bore Well Pump, Control Panel, Cables, etc: Each 3,84,057.20 Three lakh eighty-four thousand

Supplying Electric motor driven Submersible Bore Well Pump Set fifty-seven rupees and twenty

for bore of 250 mm. dia. or more conforming to IS: 8034-1981 with paise only

wet type motor set conforming to IS: 9164-1981 of capacity about

60 H.P., 2900RPM operating on 3 phase, 400/440 Volts, 50 Hz, AC

Supply, of discharge capacity 80 Cu. Mtr. / Hour at 120 meter head,

having 7 Stages with 125 mm diameter Heavy Duty UPVC Column

Pipe, Control cum Starter Panel (ATS) made from 16 G. CRCA

sheet duly painted with epoxy power paint inside and outside with

hinged doors and locking arrangement, consisting, of suitable

1 switch of AC 23 duty with HRC fuses (Cat.III), starting and running

contactors, overload relay, Automatic water level controller,

Electronic timer with master timer CT operated Ammeter with

selector switch, Voltmeter with selector switch, phase indicating

lamps, single phasing preventer , water level guard, over load,

start, run and stop push buttons, air cooled auto transformer with

60%, 70%, 80% tapping, Panel to be erected on angle iron frame

grouted on wall as directed., contactors relays, timer, Accessories,

Valves etc complete.

AMTS HCPDPM Page 29 of

TOTAL ESTIMATED RATE (In Rs.)

ITEM NO. QUANTIT ITEM DESCRIPTION UNIT

IN FIGURES IN WORDS AMOUNT (In Rs.)

198 1 ELECTRICAL WORKS Nos. 1,57,615.55 Rupees One Lakh Fifty Seven

Notes: Thousand Six Hundred and

1) For more detailed description of any material or item contained Fifteen and Paise Fifty Five Only

in the BOQ, please refer Electrical Works Specifications. If the

detailed specs for a particular item is not contained in the Part-II

technical specification, the description given in the BOQ shall have

to be referred.

2) All items mentioned in the tender shall be executed as per the

instruction and direction of Engineer-in-charge.

6.0 Panels_Section Feeder Pillar

6.1 Supplying, unloading at site, shifting to site, assembling,

leveling, grouting, erecting, Testing, & Commissioning double

compartmentalized Double door type section feeder piller with IP

65 protection & should be powder coated fabricated from 14 Guage

CRCA sheet & folded channel totally enclosed cubical type with

pad lock arrangment. The successful tenderer will have to prepare

general arrangement with dimensions (refering the typical elevation

drawing provided) & get it approve through Architect/ Consultant.

All civil work including RCC platform for section pillar should be in

scope of Electrical contractor complete in all respect as per detail

drawing and directed by engineer incharge.

(As per attached Single line diagram)

Space Provision For Supply Co' Energy meter in section feeder

199 50 Covering of cable with second class bricks or cement tiles laid Rmt 139.00 Rupees One Hundred and Thirty

cover the cable crosswise & also on both sides with covering of 7. 5 Nine Only

Cms. layer of sand above & below cable (16 bricks per meter)

200 25 Drilling the road without breaking the road surface (Asphalt) for Rmt 610.00 Rupees Six Hundred and Ten

laying of cable for feeding power supply by making up to following Only

size of holes at both ends complete.

(B) Up to 150 mm bore dia

Supply, testing and Laying XLPE steel wire/flat armoured cable of

1100 V grade of Aluminum / Copper Conductor of following sizes in

ready made trench or mounted on wall with necessary clamping

arrangement or in pre-laid RCC HUME/DWC pipe with necessary

cable identification mark to be provided at distance of 10 mt. The

vertical cable on wall shall be drawn in prelaid conduit for vertical

mechanical support.(" property of SRFDCL" to be embosed on

above 1000mtr length. Contractor needs to take care of the same

while placing order. )

201 120 25 Sq.mm x 4 C Al. XLPE ARM Cable Rmt 189.00 Rupees One Hundred and Eighty

202 60 16 Sq.mm x 4 C Al. XLPE ARM Cable Rmt 152.00 Rupees One Hundred and Fifty

203 1,140 10 Sq.mm x 4 C Al. XLPE ARM Cable Rmt 139.00 Rupees One Hundred and Thirty

204 57 6Sq.mm x 4 C Al. XLPE ARM Cable Rmt 125.00 Rupees One Hundred and

Twenty Five Only

205 528 4 Sq.mm x 4 C Al. XLPE ARM Cable Rmt 116.00 Rupees One Hundred and

206 594 (B) 3 core 4 Sq. mm Al. XLPE ARM Cable Rmt 87.00 Rupees Eighty Seven Only

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 for following size of cables.

207 2 (E) 2 to 4 core 25 Sq. mm Nos. 51.00 Rupees Fifty One Only

208 2 (D) 2 to 4 core 16 Sq. mm Nos. 47.00 Rupees Forty Seven Only

209 15 (C) 2 to 4 core 10 Sq. mm Nos. 38.00 Rupees Thirty Eight Only

210 19 (A) 2 to 4 core 2.5/4 Sq. mm Nos. 33.00 Rupees Thirty Three Only

Supply & Making Joints of Solder less crimping type Aluminium Nos.

lugs connecting the same to various SFP's/ PP/ Poles/Switch Gear

etc. conforming to IS suitable for cable of following size evenly

crimped with high pressure tool with brass/cadmium plated nut

bolts in an approved manner.

211 18 (C) 16/25 Sq.mm Nos. 15.00 Rupees Fifteen Only

212 69 (B) 10 Sq.mm Nos. 13.00 Rupees Thirteen Only

213 88 (A) 1.5/ 2.5/4/6 Sq.mm Nos. 6.00 Rupees Six Only

214 100 Mains: Rmt 82.00 Rupees Eighty Two Only

Supplying and Laying mains with 2 nos. of 2.5 sq mm Cu. PVC

insulated flexible wire with ISI and FIA approval for 650 V/ 1100 V

and 1 nos 1.5 sqmm Cu. PVC insulated flexible wires with ISI

approval for 650 V/ 1100 V as earth wires to be drawn in 25 mm

diameter rigid PVC conduit of medium gauge having ISI amd FIA

approval with all necessary accessories.

215 25 providing and erecting Mains with 1.1 KV grade FRLS PVC Rmt 179.00 Rupees One Hundred and

insulated ISI marked stranded Copper conductor wire in following Seventy Nine Only

type of pipe to be erected in / on wall / ceiling with 2.5 sq. mm

copper conductor FRLS PVC insulated stranded wire of green

colour for earth continuity of following size

(B) with 16 swg HGS metal conduit pipe and accessories painted

(g) 4 wire 4 sq. mm

AMTS HCPDPM Page 30 of

TOTAL ESTIMATED RATE (In Rs.)

ITEM NO. QUANTIT ITEM DESCRIPTION UNIT

IN FIGURES IN WORDS AMOUNT (In Rs.)

216 25 providing and erecting Mains with 1.1 KV grade FRLS PVC Rmt 325.00 Rupees Three Hundred and

insulated ISI marked stranded Copper conductor wire in following Twenty Five Only

type of pipe to be erected in / on wall / ceiling with 2.5 sq. mm

copper conductor FRLS PVC insulated stranded wire of green

colour for earth continuity of following size

(B) with 16 swg HGS metal conduit pipe and accessories painted

(h) 4 wire 6 sq. mm

217 100 Fabrication Kg 77.00 Rupees Seventy Seven Only

Supplying , fabricating and installation of various sizes MS race

way / junction boxes/clamps/hangers / enclosure for light fixtures/

for cable trays etc. made out of 14 gauge sheet/Angle/Flat/rod/

channel/box section etc with all necessary accessories like bend,

junction boxes, coupler, supporting clamps, elbows, hardware,

anchor fasteners complete with Cutting, welding, grinding, finishing

necessory grouting,cementing, plastering etc.. All the necessary

fabrication required will be included in the scope of contractor.

Scope also includes two coat of primer and two coat of paining of

each items on all the sides complete in all respect as instructed by

Architect / project in charge.

218 16 Earthing: Nos. 8,551.00 Rupees Eight Thousand Five

Supplying & erecting earth pit of minimum bore dia.150mm size Hundred and Fifty One Only

approved make Earthing Electrode consisting Pipe-in-Pipe

Technology as per IS 3043-1987 made of corrosion free hot dipped

G.I.Pipes having Outer pipe dia of 50mm having 80-200 Micron

galvanising, Inner pipe dia of 25 mm having 200-250 Micron

galvanising, connection terminal dia of 12mm with constant ohmic

value surrounded by highly conductive compound with high charge

dissipation suitable for following type of applications with chamber

and heavy duty cover.(approved make OEM has to submit test

certificate) & having back filling compound of (B) Inner chemical

(CCM Compound)- Resistivity:- 0.2 / meter testing as per IEC

62561-2017, Voltage drop:- < 1 volt at no load & dry form, Sulphar

content:- <2%(C) Back fill Compound :- Earthing compound should

be capable to retain moisture for long time Necessary test report

must be submitted..

(c) For Electrical Installation covering Transformer Neutrals,

Lightning arrester Earthing, A.C.Plant & Sensitive Computer

System(like Automation, SCADA) i.e independent Earthing in

Length of Pipe : 3.00 mtrs

Back filling Compound :2 nos Bags of 25 Kg.

219 240 Earth wire/strips : Rmt 77.00 Rupees Seventy Seven Only

Supply and laying HOT dip GI. earthing required size strips for

interconnecting the earthing stations, panels, DB's etc. in built up

trenches, on walls/ceiling, buried in ground generally as specified

and shown on drawings complete with :

a) Fixing accessories.

b) Corrosion protection of buried conductors with bituminous

coating and covered with PVC tapes.

25 x 3 mm GI. strip

220 220 Providing and erecting HOT deep Galvanised iron strip wire 8 to 16 Kg 77.00 Rupees Seventy Seven Only

221 4 Earth Link : 25mm x 6 mm 1ft Long GI.earth link fixed by necessary Kg 77.00 Rupees Seventy Seven Only

screws on wall.

222 50 Miscellaneous Rmt 36.00 Rupees Thirty Six Only

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 & Clamps with following dia of pipes, in approved

manner as directed.

223 54 (c) 32 mm Rmt 60.00 Rupees Sixty Only

224 67 (d) 40 mm Rmt 75.00 Rupees Seventy Five Only

225 69 Providing & laying approved make ISI marked Rigid PVC pipe Rmt 80.00 Rupees Eighty Only

having 6Kg / cm2 (Class-3) to be erected at road crossing on or

floor as directed for laying of cable. The pipes as following size of

dia & weight per 6 mtr.

(B) 50 mm inner Dia. (2.5Kg/6RMT)

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 trench for laying of cable. below ground / road surface for

enclosing cable. Including excavation and back filling (if required)

226 100 (D) 120 MM OD DWC Pipe Rmt 136.00 Rupees One Hundred and Thirty

227 1,114 (C) 90 MM OD DWC Pipe Rmt 95.00 Rupees Ninety Five Only

228 935 (A) 50 MM OD DWC Pipe Rmt 62.00 Rupees Sixty Two Only

AMTS HCPDPM Page 31 of

TOTAL ESTIMATED RATE (In Rs.)

ITEM NO. QUANTIT ITEM DESCRIPTION UNIT

IN FIGURES IN WORDS AMOUNT (In Rs.)

229 1 Scope includes Follow Up with all the local power supply co, Local LOT 10,000.00 Rupees Ten Thousand Only

Gas company, telecom company, local goverment dept., any kind

of AMC department , Environment Dept. etc. for getting approval for

handing over the site for succesfull installation. followup with local

supply co. for getting supply to various Section Pillar. The scope

also covers lying of L.T. cable from Section Pillar to company's cut-

out. This also covers to obtain any permission required for road

crossing from any authority (if required), Filling the necessary

application to supply co., following up and getting the supply filling

the necessary test report to the supply co. All official fees shall be

paid by client on presentation of documentary proof and all other

out of pocket expenses shall be of contractor.

230 1 Providing and erecting Sheet Steel powder coated MCB distribution Nos. 1,141.00 Rupees One Thousand One

board - flush / surface mounted fitted with busbar, neutral link, earth Hundred and Forty One Only

bar and DIN rail, Conforms to IS 8623-1 & 3, IEC 61439-1 &

without MCB to house appropriate nos. of MCBs.(The DBs should

be used of same company of MCB to be used) suitable for

(b) sheet steel double door (IP-43)

231 1 (iv)12 way Nos. 1,478.00 Rupees One Thousand Four

Hundred and Seventy Eight Only

232 1 (B) three phase incoming and single phase horizontal type outgoing Nos. 3,379.00 Rupees Three Thousand Three

Per phase isolation type (PPI) Hundred and Seventy Nine Only

(b) sheet steel double door

233 1 Providing & erecting 415V MCB Four Pole Switch for Lighting Load Nos. 573.00 Rupees Five Hundred and

(B curve) having 10KA breaking capacity & confirms to IS :8828 in Seventy Three Only

existing box having following capacity

(a) 6 to 32 Amp.

234 3 providing and erecting Approved make RCCBs conforming to IS: Nos. 1,950.00 Rupees One Thousand Nine

12640 and having sensitivity of 30 mA and Short Circuit withstand Hundred and Fifty Only

capacity of 10 KA and suitable for operation on single phase

V,50Hz. having characteristic of quick action & tripping with all

advance feature & do not incorporate any electronic component. for

following Max. rating erected as directed

235 2 Supplying & erecting approved make RCCB + MCB (Electro Nos. 1,798.00 Rupees One Thousand Seven

magnetic type only) working on residual current device having 10 Hundred and Ninety Eight Only

KA short circuit breaking capacity and 30 mAmp. Sensitivity &

mili sec. tripping time conforming to IS 12640 test knob facility trip

free mechanism operating for rated leakage at nominal ten volt,

complete erected including all materials lugs screws etc.

[a] 6A / 10A / 16A / 20A / 25A 2 pole single phase

236 34 providing and erecting Miniature circuit breaker single pole 6A to Nos. 111.00 Rupees One Hundred and

25A suitable to operate on 240 V A.C. system and having breaking Eleven Only

capacity 10 KA to be erected in existing box. confirming to IS

8828/1996 with ISI Mark (Cat.III)

237 21 Point wiring for Light / Bell with 2-1.5 sq.mm & earth wire of 1.5 Nos. 481.00 Rupees Four Hundred and

sq.mm (Green) both are of ISI marked 1.1 KV grade FRLS PVC Eighty One Only

insulated multi strand copper wires up to 10 mtr length , in below

type of pipe erected with 6A Modular type switch / bell push &

accessories and earth continuity of following type, erected on PVC

/ Metallic/Wooden box, single mounting base frame covered with

textured/metallic/white front plate modules erected on / in wall /

ceiling as per pipe erected, with necessary Lamp holder/ceiling

rose / H.D.Connector as directed.

(f) with medium class Rigid PVC pipe and accessories erected

concealed in wall/ceiling complete Cat. III

238 21 Point wiring for Tissino / Modular secondary light point with 2-1.5 Nos. 116.00 Rupees One Hundred and

sq.mm & earth wire of 1.5 sq.mm (green) both are of ISI marked Sixteen Only

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 / concealed wiring. with

necessary Lamp holder / ceiling rose / H.D.Connector as directed.

Note:- Maximum up to 6 mtrs length, excess will be considered as

Mains for Secondary Point.

(f) with medium class Rigid PVC pipe and accessories erected

concealed in wall/ceiling complete Cat. III

239 10 Point wiring for FAN with 2-1.5 sq.mm & earth wire of 1.5 sq.mm Nos. 668.00 Rupees Six Hundred and Sixty

(Green) both are of .ISI marked 1.1 KV Grade FRLS PVC insulated Eight Only

multi strand copper wires up to 10 mtr length, in below type of pipe

erected with 6A Modular type switch and hum free EME four or

more step type electronic fan regulator with separately mounted

and accessories with earth continuity of following type erected on

PVC / Metallic/Wooden box, single mounting base frame covered

with textured/metallic/white front plate modules erected on / in wall

/ ceiling as per pipe erected. with necessary ceiling rose /

H.D.Connector as directed. (f) with medium

class Rigid PVC pipe and accessories erected concealed in

wall/ceiling complete Cat. III

AMTS HCPDPM Page 32 of

TOTAL ESTIMATED RATE (In Rs.)

ITEM NO. QUANTIT ITEM DESCRIPTION UNIT

IN FIGURES IN WORDS AMOUNT (In Rs.)

240 3 Point wiring for Individual Plug with & earth wire of 1.5 sq.mm Nos. 505.00 Rupees Five Hundred and Five

(Green) both are of ISI marked 1.1 KV grade FRLS PVC insulated Only

multi strand copper wires up to 10 mtr length, in below type of pipe

erected complete with Modular type switch & 5 pin Plug erected

on PVC / Metallic/Wooden box covered with appropriate front plate

modules erected on / in wall / ceiling as per pipe erected with

following type of accessories. [I] For 6A Plug and 6 a switch with 2-

1.5 sq.mm Cu. Wire from nearby switchboard/mcb db board (f)

with medium class Rigid PVC pipe and accessories erected

concealed in wall/ceiling complete Cat. III

241 6 [III] For 16A Plug and 16 amp switch with 2-4 sq.mm Cu. Wire with Nos. 863.00 Rupees Eight Hundred and Sixty

2.5 sq.mm ( green) earthing wire from mcb db board. (f) with Three Only

medium class Rigid PVC pipe and accessories erected concealed

in wall/ceiling complete Cat. III

242 8 Point wiring for on board Looped Plug with 6A Modular type switch Nos. 255.00 Rupees Two Hundred and Fifty

& 5 pin socket erected on PVC / Metallic/Wooden box, single Five Only

mounting base frame covered with textured / metallic/white front

plate modules erected on / in wall / ceiling with following type

accessories. Cat. III

243 32 13.0 Light Fixtures & Fans: Nos. 2,185.00 Rupees Two Thousand One

Supplying, erecting, connecting, testing and commissioning of Hundred and Eighty Five Only

Following type LED Light Fixture with all necessary Hardware,

Internal Wiring with Lamp,Ballast etc. all required accessories

Complete in all respect.

Any kind of LED Light fixture with basic rate Rs.1500 Type A

244 10 Any kind of LED Light fixture with basic rate Rs.3000 Type B Nos. 400.00 Rupees Four Hundred Only

245 10 Supply, Installation, Testing and Commissioning of suitable sweep, Nos. 2,857.00 Rupees Two Thousand Eight

BEE 5 Star rated, Ceiling fan with Brush Less Direct Current Hundred and Fifty Seven Only

(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 accessories

including safety pin, nut bolts, washers, temperature rise =

degree C (Max.), suitable for 140 to 285 Voltage and rectifier

circuit with surge, over current and overload protection , 50 Hz,

Single phase AC Supply, earthing etc. Complete as required.[ Make

shall be approved by Engineer in Charge]

(B) 1200 mm Sweep (48")

246 6 Supplying & erecting single phase approved make industrial Nos. 3,306.00 Rupees Three Thousand Three

exhaust fan suitable for medium duty ring mounted low noise Hundred and Six Only

operation suitable for medium duty having following dia size and

maximum speed in RPM

[D] 450 mm dia 900 RPM .Cat.II

247 9 STREET LIGHT POLE Nos. 49,429.45 Rupees Forty Nine Thousand

Supply & Installation of GI Pole made out of B CLASS ERW G.I. PIPE for Four Hundred and Twenty Nine

road having Height - 6 metre having thickness of minnimum 4.0 mm, shall and Paise Forty Five Only

be minimum 139 mm outer uniform dia., with base plate of minimum 300 x

300 x 16 mm with stiffener plate with 2 Nos Seprate integral type junction

box ( For Street light & Signage) , with complete concrete foundation with

necessary reinforcement, j bolt, necessary hardware as per detail, with

necessary Reducer / Coupler / for fixing of light fixtures & Hinged access