DEVELOPMENT OF BUS DEPOT AT TRAGAD FOR AHMEDABAD MUNCIPAL TRANSPORT SERVICE

Name of Work : Development of Bus Depot at Tragad, Ahmedabad

Document :Schedule B

It. No. Item Description Unit Estimated Amount

In Figure In Words

Excavation for all kinds of soil

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

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

Two Hundred Three

disposal of surplus excavated earth for all lead within campus area and lift up to 1.5 mt

1 7863 Cum 203.83 Rupees and Eighty

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 Three Paise Only

maintain and dressing of the sides shall be made as per requirement and as directed by

engineer-in-charge.

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

soil, sorting and stacking of useful material, dressing of the sides, ramming of the bottom, and Two Hundred Twenty

2 2059 disposal of surplus excavated earth for all lead within the campus area and lift from 1.5 mt to Cum 224.95 Four Rupees and

3.0 mt depth, etc complete as directed by engineer-in-charge. Ninety Five Paise Only

Filling available excavated earth (excluding rock)

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

filling, etc. in layers not exceeding 20cm in depth, with optimum moisture content to give at One Hundred Thirty

3 5405 least 95% of the maximum dry density (proctor density) including watering, ramming and Cum 130.39 Rupees and Thirty

compacting by any means, including transportation, loading, unloading, screening, passes etc. Nine Paise Only

all complete for all lead (from anywhere from the campus area) and lift and as directed by the

Engineer-in-charge

Filling of good earth/ murrum

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

royalty) by any means; in trenches, plinth, sides of foundations, plot filling, etc. in layers not Two Hundred Eighty

4 47738 exceeding 20cm in depth, with optimum moisture content to give at least 95% of the maximum Cum 289.06 Nine Rupees and Six

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.

Filling of sand

Providing and filling in plinth, under the floor, sunk, subbase of any elements or other location Four Hundred Sixty

5 101 as per drawing with river sand/ manufactured sand, etc including, watering, ramming Cum 460.19 Rupees and Nineteen

consolidating, and dressing complete for all lead and all lift and as directed by the Engineer-in- Paise Only

Carriage of excavated earth/ gravel by mechanical transport including loading, transporting,

unloading, stacking & leveling at the non-objectional location for the lead of 5.0 Km beyond Four Hundred Twelve

6 100 initial lead and all lifts, etc complete and as per direction of the Engineer-in-Charge. Item shall Cum 412.49 Rupees and Forty

be executed after prior approval of the Engineer in charge. Nine Paise Only

Carriage of excavated earth/ gravel by mechanical transport including loading, transporting,

unloading, stacking & leveling at the non-objectional places for lead beyond 5.0 Km per Km Per km Per Nine Rupees and

and all lifts, etc complete and as per direction of the Engineer-in-Charge. Item shall be cum Thirty Five Paise Only

executed after prior approval of the Engineer in charge.

Anti-termite treatment

Providing and injecting Chemical emulsion for PRE-CONSTRUCTIONAL anti-termite

treatment and creating a chemical barrier on the top surface of plinth filling, inside the junction

of wall and floor, on top of damp proof course or on masonry at the level of plinth filling as per

IS 6313 (Part-2)-2013 using a chemical like Imidacloprid 30.5% SC (CIB approved, BIS &

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

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

and directions of the Engineer-in-charge. A guarantee bond of 10 years shall be furnished in

the prescribed proforma. The rate shall be inclusive of material required for Anti Termite One Hundred Eleven

8 850 Treatment and labour and equipment required for applying in any condition etc. complete as Sqm 111.45 Rupees and Forty Five

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

approved by the Engineer in charge before execution.)

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

compact and leveled soil shall be treated at 5 liters per sqm. OR In case of soils/ sand filled

above the raft, the treatment at 5 liters per sqm shall be carried out on the top surface of filled

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

liters per sqm of the vertical surface in full depth.

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

complete, the earth along the external perimeter of the building shall be rodded at intervals of

150 mm and to a depth of 300 mm. The rods should be moved backward and forward, parallel

to the wall to break up the earth and emulsion poured along the wall at the rate of 7.5 liters per

square meter of vertical surfaces.

d) Top surface of the plinth filling including damp proof courses at the rate of 5 liter/sqm of

internal plinth area (if required)( As per IS:6313 Part II-2013). For any area without a

basement, treatment shall be done as per IS:6313 Part-II-2013.

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

conduits enter the soil inside the area of the foundation, soil surrounding the point of entry

shall be loosened around each of such pipe, waste or conduits for a distance of 150mm and

up to a depth of 75 mm before the treatment is commenced. When they enter the soil external

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

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

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

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

The contractor shall submit a methodology statement to the engineer in charge before starting

The footprint area of the Ground Floor of the building shall be considered for payment in sqm.

Concrete (PCC) of grade - M15

Providing and laying in position machine batched, machine mixed plain cement concrete Four Thousand Five

(PCC) of grade - M15 including compaction, vibration, curing, transporting, finishing, and Hundred Twenty Eight

9 2201 pumping wherever necessary including the cost of form work (if required) and removal of Cum 4528.18

Rupees and Eighteen

formwork, dewatering (if required), etc. complete for all level, all height/ depth and for all lead

and lift and as directed by the Engineer.

Name of Work : Development of Bus Depot at Tragad, Ahmedabad

Document :Schedule B

It. No. Item Description Unit Estimated Amount

In Figure In Words

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

Six Thousand Seventy

Concrete of M 25 grade

10 107 Cum 6073.38 Three Rupees and

Thirty Eight Paise Only

Six Thousand Eight

Concrete of M 35 grade

11 1851 Cum 6809.07 Hundred Nine Rupees

and Seven Paise Only

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.

Thermo-Mechanically Treated bars Fe 500 D Seventy Six Rupees

12 388584 Kg. 76.21 and Twenty One Paise

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.

Two Hundred Sixty

a) Form work for Foundations, footings, bases of columns, sides of the raft, etc.

13 1717 Sqm 268.36 Eight Rupees and

Thirty Six Paise Only

Three Hundred Ninety

14 3613 b) Formwork for Columns, Posts, and Struts etc. Sqm 395.62 Five Rupees and Sixty

c) Formwork for Wall

RCC walls of any thickness including attached pilasters, buttresses, plinth, and string courses,

etc including the cost of tie bolt and heavy duty PVC pipe sleeve (above plinth), left in

concrete spring coil and plastic cone assembly/ water barrier tie rod assembly (below plinth, Three Hundred

water retaining structures) and removing the PVC cone, spring, sleeve, etc and grouting the Twenty Seven Rupees

same with non-shrink grout/ ready mix patch repair mortar for concrete complete as per the and Twenty One Paise

direction of Engineer-in-charge. Length and diameter of tie rod assembly shall be as per Only

thickness and height of wall. The contractor shall get prior approval of tie rod assembly and

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

d) Formwork for Slabs, Suspended floors, inclined/sloping roofs, landings, balconies, Edges

Three Hundred Forty

of slabs and breaks in floors(As approved by the Engineer incharge) and access platforms etc.

16 201 Sqm 349.48 Nine Rupees and

Forty Eight Paise Only

Two Hundred Eighty

17 2736 e) Formwork for beams, Lintels, girders, Pile cap etc. Sqm 289.03 Nine Rupees and

Three Paise Only

Three Hundred Thirty

Nine Rupees and

18 50 f) Formwork for any type of Stairs (excluding landings) Sqm 339.94

Ninety Four Paise

Name of Work : Development of Bus Depot at Tragad, Ahmedabad

Document :Schedule B

It. No. Item Description Unit Estimated Amount

In Figure In Words

Exposed concrete formwork

Extra for providing and fixing formwork for exposed concrete surfaces with any pattern

(vertical or horizontal surface of any shape) to achieve the desired finish for any

element in the desired pattern and size as per the issued drawings and specifications.

This includes using any type of formwork material/suitable proprietary formwork

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

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

RCC element including neat cleaning, grinding, rendering the exposed concrete

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

Black film plywood of required thickness and approved make of required size & shape

to be used as a formwork material in any proprietary formwork system with required

framing for exposed concrete work to achieve satisfactory finishing. The rate shall be

applicable for all levels, all places, and all shapes and shall include all necessary Six Hundred Fifty

specialized centering/shuttering materials. The Contractor shall submit a shuttering Three Rupees and

pattern/ shop drawing including tie-rod hole positions, and Architectural grooves and Sixty Seven Paise

cutout based on the Architectural intent with the control line. this item shall be Only

executed only after the shuttering pattern is approved by the Architect and the

Engineer-in-charge. The same kind of shuttering material should be used for standard

as well as residual sizes. These areas shall be entirely free from honeycombing,

stains, fins, lipping, nail or screw marks, raised grain marks, air holes, or any other

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

shade, texture, and level throughout. At the construction joints, the formwork should

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

Number of repetation of shuttering shall be minimum enough to acheived satisfactory

finish of concrete, and no any additional cost to be paid for it. The Contractor shall get

prior approval for the reuse of the shuttering material for repetition from the Engineer-

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-charge.

Three Thousand Six

Core cutting - Up to approximate 150 mm diameter Hundred Thirty Six

Rupees and Sixty Six

Eight Thousand Five

Core cutting - Beyond 150 mm diameter Up to approximate 250 mm diameter Hundred Sixty Three

Rupees and Seventy

Four Paise 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.

Eight Hundred Eighty

PVC sleeve - Beyond 110mm and Up to 200 mm Diameter

22 15 Rmt 886.93 Six Rupees and Ninety

Three Paise Only

Two Hundred Eighty

PVC sleeve - Up to 110 mm Diameter

23 15 Rmt 288.61 Eight Rupees and

Sixty One Paise Only

M25 Grade concrete screed for leveling

Supplying and laying M25 grade vibrated concrete screed in proper slope and gradient

including saw cutting (approx. 6mm W x 30mm D) at 3m x 4m panels or less size as per site

condition and as directed by the engineer in charge, making angle fillet of 50mm x 50mm at Six Thousand Fifty

24 107 the corners using M25 grade concrete and filling the groove with PU sealant (minimum 20 mm Cum 6051.16 One Rupees and

depth over PE backer rod). If Screed concrete shall be laid over on existing concrete surface, Sixteen Paise Only

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.

Name of Work : Development of Bus Depot at Tragad, Ahmedabad

Document :Schedule B

It. No. Item Description Unit Estimated Amount

In Figure In Words

Waterproofing for Toilet, Wet area, terrace area, Sloping roof/slab & Misc. areas

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 Six Hundred Seven

25 1162 the application area and shall also be applied over the vertical walls for a minimum 300mm Sqm 607.67 Rupees and Sixty

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

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.

Lightweight AAC bats - filling in sunken slab

Providing and filling lightweight AAC bats (of size 40-60 mm) with cement mortar mixed in the

ratio 1:3:6 (1 cement : 3 coarse sand: 6 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

Four Thousand Ninety

thickness of 25mm and finished smooth or ready to receive finish material as specified. Care

26 36 Cum 4097.62 Seven Rupees and

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 Sixty Two Paise Only

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.

China Mosaic flooring

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

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 & Nine Hundred Thirty

27 850 length up to 6mm, mixing fiber @ 125 grams per 50kg of cement in cement mortar, including Sqm 938.49 Eight Rupees and

providing and mixing waterproofing material in mortar @ 1 kg per 50 kg of cement, all Forty Nine Paise Only

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.

Providing and laying Brick masonry works using common burnt clay bricks confirming to IS

Five Thousand Forty

1077-1992 having Compressive strength not less than 35 Kg/cm2 in cement mortar 1:5 (1

Seven Rupees and

28 721 cement: 5 coarse sand) in any shape, any thickness including finishing, curing, scaffolding Cum 5047.88

racking of joints/ flush jointing, etc. complete for all depth/height, as per drawing and as

Eighty Eight Paise

directed by Engineer in Charge. Only

Providing and laying half brick masonry in the superstructure using common burnt clay

building bricks, having a compressive 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, One Thousand Ten

scaffolding racking out the joints/ flush jointing, etc. complete for all levels, all floors, all Rupees Only

heights as per the issued drawings and as directed by the Engineer-in-charge.

08 mm thick Cement mortar plaster

Providing and applying an average 08 mm thick single coat cement plaster and finishing with One Hundred Fifty

the trowel, on the ceiling, side, and soffit of beam and stair, etc in cement mortar 1:3 (1 cement Three Rupees and

30 850 : 3 coarse sand), in any shape, at all floors, all heights with necessary scaffolding, curing, Sqm 153.67

Sixty Seven Paise

application of bonding agent/making grooves, forming pattas, hacking properly RCC surface,

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

12 - 15 mm thick plaster - cement mortar

Providing and applying 12 to 15 mm thick Plaster (smooth or wire-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 Two Hundred Ninety

31 2520 150mm wide fiberglass mesh with alkali resistant coating shall be fixed at plumbing and Sqm 290.22 Rupees and Twenty

electrical work chasing areas, at corner and doors and window joints as per manufacturer's Two Paise Only

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.

Name of Work : Development of Bus Depot at Tragad, Ahmedabad

Document :Schedule B

It. No. Item Description Unit Estimated Amount

In Figure In Words

Average 20 mm thick plaster - cement mortar

Providing and applying an average 20 mm thick double coat mala Plaster on internal/external

any type of surface in a backing coat 12 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 145 Three Hundred Sixty

32 500 GSM of minimum 150mm wide fiber glass mesh with alkali resistant coating shall be fixed at Sqm 363.65 Three Rupees and

plumbing and electrical work chasing areas, at corner and doors and window joints as per Sixty Five Paise Only

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.

Average 20 mm thick plaster - Sand Faced Cement plaster

Providing and applying an average 20 mm thick sand faced cement 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 Four Hundred Fifty

any means in cement mortar 1:2 (1 cement: 2 sand) with hacking of concrete/application of Two Rupees and

bonding agent, finishing, curing, making grooves, forming pattas, scaffolding in any shape for Thirty Three Paise

all floors, all levels, all heights etc. complete as directed by the Engineer-in-charge. The rate Only

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.

12 to 15 mm thick water proof Plaster

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

plaster on sides of masonry work / block work / RCC work, in any shape, in CM 1:3 (1 cement : One Hundred Eighty

3 fine sand) and water proofing compound of approved make in proportions recommended by Four Rupees and

the manufacturer, finishing the surface wired finish/ smooth finish with a floating coat of neat Eighty Seven Paise

cement slurry for all floors, all height including hacking to RCC surface, scaffolding, curing etc. Only

complete as directed by engineer-in-charge.

Aluminium work for door/window/louvers/ventilators etc. frame and shutter

Providing and fixing in position frames/ shutter for any type of 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 Four Hundred Seventy

35 753 approved shade, texture & colour of approved make for all floors/ all levels/ all heights/ all Kg. 475.46 Five Rupees and Forty

shapes/ all sizes including cutting, bending, crimping, fabricating in best workmanship manner Six Paise Only

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.

Providing and fixing door shutter made out of factory-made and pressed laminated/ veneer

finish 40mm thick flush door shutter excluding the thickness of veneer/ laminate, made of

ISI marked non-decorative type flush door shutters conforming to IS:2202 (Part I), the core of

block board construction with the frame of 1st class hardwood, pine filler and well matched

commercial 3 ply 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

Seven Hundred Ninety

36 73 peripheral external lipping made out of first class Indian teak wood, on all edges of door Sqm 3797.15

shutter with specified polishing on all exposed faces of lipping including fixing shutters etc Seven Rupees and

complete for all levels, all floors, all heights as per drawings and as directed by Engineer-in- Fifteen Paise Only

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.

1 mm thick laminate

Providing & Fixing 1 mm thick high pressure (factory pressed) laminate sheet of plain/ wood

grain in gloss/ matt/ suede finish and approved make and shade with high-density protective Eight Hundred Rupees

37 130 surface layer and reverse side of adhesive bonding quality conforming to IS: 2046 Type S, Sqm 800.27 and Twenty Seven

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.

6mm thick compact sheet

Providing and fixing laminated 6mm thick Compact Sheet in the 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 One Thousand Five

38 16 drawings and directions of engineer-in-charge. the compact sheet shall be of any shade, any Sqm 1500.15 Hundred Rupees and

size, any shape, any color, any texture as per the approved make, sample, and drawing. Cut Fifteen Paise Only

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.

Extra for making perforation/ round holes in compact sheet or flush door shutter or plywood Three Hundred Fifty

(by machine or any approved means) (without damaging the surrounding surface of the One Rupees and

39 3 shutter) as per the drawing and approved by the Architect & Engineer in charge. Edges of the Sqm 351.93

Ninety Three Paise

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.

Name of Work : Development of Bus Depot at Tragad, Ahmedabad

Document :Schedule B

It. No. Item Description Unit Estimated Amount

In Figure In Words

One Thousand Three

Hundred Fifteen

40 10 a) With clear toughened glass panes of 6.0 mm thickness Sqm 1315.68

Rupees and Sixty

Eight Paise Only

One Thousand Six

Hundred Thirty Eight

41 10 b) With clear toughened glass panes of 8.0 mm thickness Sqm 1638.27

Rupees and Twenty

Seven Paise Only

Two Thousand Two

Hundred Fifty Rupees

42 29 c) With clear toughened glass panes of 12.0 mm thickness Sqm 2250.63

and Sixty Three Paise

Extra for providing frosting/ etching process on glass of any thickness in any pattern for all

Seven Hundred Thirty

levels, all floors, all heights as per approved sample. Frosted/ etched area of glass shall be

43 29 measured for payment.

Sqm 739.07 Nine Rupees and

Seven Paise Only

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.

Four Thousand Eight

a) Door closer conforming to EN 2-4 for door width up to 1000mm and height up to

Hundred Fifteen

44 23 2400mm and as per the manufacturer's specifications. No. 4815.73

Rupees and Seventy

Three Paise 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.

Four Hundred Three

116 b) 100 x 75 x 3 mm - With ball bearing No. 403.65 Rupees and Sixty Five

Mortise Deadlock for single/double door shutter

Providing and fixing a set of mortise deadlock (without latch) for single/double shutter door,

including strike plate SS 304, and 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 Two Thousand Nine

key/one side knob, one side key/slot operation with pair of SS 304 matt finish escutcheons Hundred Twenty Five

45 23 (keyhole plate) in any approved shape for any type of doors with necessary SS 304 screws, Set 2925.11

Rupees and Eleven

etc complete as per the issued drawing and as directed by the Engineer-in-charge. Paise Only

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.

SS 304 Indicator bolt

Providing and fixing SS 304 indicator bolt in matt finish of specified 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 Nine Hundred Sixty

46 12 accessories of required size for fixing, etc. complete. The rate shall be inclusive of fixing as No. 962.03 Two Rupees and

per the manufacturer’s specifications and maintaining it in good working condition. The Three Paise Only

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.

47 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.

Nine Hundred Twelve

48 35 a) 200 mm long, pipe of size 19mm dia x 1mm (thickness of pipe) Pair 912.08 Rupees and Eight

Name of Work : Development of Bus Depot at Tragad, Ahmedabad

Document :Schedule B

It. No. Item Description Unit Estimated Amount

In Figure In Words

Mirror with aluminum frame:

Providing and fixing 6mm thick superior quality wall hung mirror with modular aluminium frame.

Mirror shall be extra clear, 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. Three Thousand Eight

The backing of the mirror shall be 8mm thick cement bonded particle board/fibre cement board Hundred Forty Eight

and fixed with silicon sealant/double sided tape to the mirror. Rupees and Ten

The mirror assembly shall be with a floating hanging system with required hanger, Z bar or Paise Only

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.

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: 4 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-Charge.

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

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

with epoxy grout and additional cement mortar bedding/ concrete screed bedding (if required

as per drawing) which shall be payable under the relevant item. The contractor shall arrange

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

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

25 mm thick any type of Polished/ Textured (i.e. river wash finish, leather finish, linen finish, One Thousand Five

canvas finish etc) finish Kota stone. Hundred Eighty Four

Rupees and Eight

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

One Thousand Eight

25 mm thick any type of Polished/ Textured (i.e. river wash finish, leather finish, linen finish,

51 345 canvas finish etc) finish Kota stone. Sqm 1880.92

Rupees and Ninety

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 12 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

Two Thousand One

25 mm thick any type of Polished/ Textured (i.e. river wash finish, leather finish, linen finish, Hundred Fifty Nine

canvas finish etc) finish Kota stone. Rupees and Fifty Eight

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 :

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.

a) With full body, homogeneous, vitrified tile of size 600 x 600 mm x minimum 9mm thick

Nine Hundred Ninety

53 850 Sqm 993.89 Three Rupees and

Eighty Nine Paise Only

Name of Work : Development of Bus Depot at Tragad, Ahmedabad

Document :Schedule B

It. No. Item Description Unit Estimated Amount

In Figure In Words

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.

One Thousand One

Hundred Seventy

54 405 a) With full body, homogeneous, vitrified tile of size 600 x 600 mm x minimum 9mm thick Sqm 1177.26

Seven Rupees and

Twenty Six Paise 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

Two Hundred One

55 1254 a) Tiles/ stone of size 600 x 600 mm x minimum 9mm thick Sqm 201.24 Rupees and Twenty

Four Paise Only

Additional Floor bedding with concrete screed : Five Thousand Four

Cement concrete pavement/ flooring/ for additional floor screed with M10 grade, including Hundred Forty Rupees

spreading as per gradient, levelling and finishing complete as directed by Engineer in charge. and Sixteen Paise

Additional Floor bedding with Cement mortar :

Providing and laying cement mortar 1:4 (1 cement : 4 coarse sand) for additional thickness Four Thousand Four

below flooring item required for gradient and as per drawing and as directed by engineer in Hundred Fifty Three

charge including spreading as per gradient, levelling, finishing, curing etc complete as Rupees and Seventy

directed by Engineer in charge. Five Paise Only

Roughened strip

Providing roughened strip 2.5 cm wide to form antiskid surface on treads of stairs in any type

of stone including forming straight deep curved gishi (groove), 6 mm wide & 4 mm deep on two One Hundred Eighty

sides of the roughened strip, etching/ blasting/ hammering/ chiselling between two groove, Eight Rupees and

polishing the edges, sides and bottom of gishi etc. complete as per sample approved. Only Eighty Seven Paise

one time length of tread of stair shall be measured for payment. All process for roughen strip Only

shall be done at process unit/ work shop only.

25 mm thick Kota stone vanity/washbasin counters and fascias:

Providing and fixing 25 mm thick machine cut polished Kota stone, 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 : 2 coarse sand) base, joints treated with

Two Thousand One

white cement, mixed with a matching pigment, epoxy touch ups, including making all holes & Hundred Seventy

cutouts for SS sink, wash basin, Piller tap/Bib cock, rubbing, curing, rounding edges, Rupees and Sixty

champhering and polishing of edges, to give a high gloss finish etc., complete, at all levels, as Four Paise Only

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 items.

25 mm thick Kota stone urinal partition:

Providing and fixing 25 mm thick machine cut polished Kota stone, both side polished,

premoulded and pre-polished, of any size, any 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, Two Thousand Six

joints treated with white cement, mixed with a matching pigment, including curing, rounded Hundred Sixty Two

60 4 edges, champhering and edge mirror polishing etc., complete, at all levels, as directed by the Sqm 2662.16

Rupees and Sixteen

Engineer-in-Charge. Elevation area of the urinal partition shall be measured for payment. Paise Only

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

White cement-based putty

Providing and applying white cement-based putty of average thickness 1 mm, of approved Fifty Two Rupees and

61 2964 make and manufacturer, over any surface to prepare the surface even and smooth complete Sqm 52.97 Ninety Seven Paise

for all floor all height all levels. Only

Providing and applying priming coats with the primer of approved make and manufacture, Thirty Three Rupees

62 3774 having low VOC (Volatile Organic Compound) content, Modified acrylic, water-based alkali- Sqm 33.89 and Eighty Nine Paise

resistant primer with low VOC over any surface to complete for all floors all heights all levels.

Name of Work : Development of Bus Depot at Tragad, Ahmedabad

Document :Schedule B

It. No. Item Description Unit Estimated Amount

In Figure In Words

Acrylic emulsion paint - interior grade

Providing and applying premium acrylic emulsion paint (superior 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, Fifty Eight Rupees and

having VOC (Volatile Organic Compound) content less than 50 grams/ litre of approved brand Sixty Eight Paise Only

and manufacture, on wall/ ceiling/ false ceiling/ partition etc including applying additional coats

wherever required to achieve even shade and colour.

Acrylic emulsion paint with primer - Exterior grade

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

coats of paint to achieve desired finish including required number of priming coat of exterior One Hundred Sixty

64 4838 primer as per manufacturer's specification of approved make and shade, having low VOC Sqm 160.19 Rupees and Nineteen

content of required shade over any surface to complete for all floors all heights all levels. Paise Only

Exterior paint and primer shall have minimum 7 years warranty.

Structural steel work - Fabrication works - with PU paint

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

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

like rolled steel sections, hollow sections, plates, chequered plates, bar, sheet, rod, threaded

bolt 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 One Hundred

65 716489 pole, service elements, Jali, chain etc. including straightening, cutting, bending, bolting and Kg. 114.13 Fourteen Rupees and

welding the members all as per structural drawings and as per detailed specifications (for Thirteen Paise Only

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.

Stainless steel (304 grade) - Fabrication works

Providing and fixing stainless steel (Grade 304) gratings, bollards, frames, guard bars,

ladders, brackets, corner guards, skirtings, kick 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 Six Hundred Seventy

66 100 floor or the side of the waist slab with suitable arrangements as per the approval of the Kg 677.46 Seven Rupees and

Engineer-in-Charge, applicable to all floors, heights, and levels. Forty Six Paise Only

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.

Pre-coated galvanized iron profile sheets: Sqm

Providing and fixing pre-coated galvanized iron profile sheets (size, shape, and pitch of

corrugation as approved by the Engineer-in-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

Five Hundred Seventy

67 8507 scratches during transportation and shall be available in single lengths up to 12 metres or as 573.96 Three Rupees and

specified by the Engineer-in-Charge. The sheets shall be fixed using self-drilling/self-tapping Ninety Six Paise Only

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.

Sub grade preparation and consolidation

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity One Hundred Ten

68 18835 after excavating earth at required depth depth, dressing to camber and consolidating with road Sqm 110.65 Rupees and Sixty Five

roller including making good the undulations etc. and re-rolling the sub grade and disposal of

surplus earth with lead up to 50 metres.

Construction of granular sub-base by providing close graded Material conforming to Grade-I, II

or III (size range 26.5 mm to 0.075 mm - respective as per grade) having CBR Value-30 to 20 One Thousand Seven

as per respective grade specifications, mixing in a mechanical mix plant at OMC, carriage of Hundred Eighty Nine

69 3767 mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of Cum 1789.52

Rupees and Fifty Two

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.

Providing, laying, spreading and compacting graded stone 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 One Thousand Eight

& lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on Hundred Rupees Only

well prepared surface and compacting with vibratory roller to achieve the desired density,

complete as per specifications and directions of Engineer-in-charge.

Name of Work : Development of Bus Depot at Tragad, Ahmedabad

Document :Schedule B

It. No. Item Description Unit Estimated Amount

In Figure In Words

CC Pavement - M

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

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

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

mechanically vibrated with screed vibrator, finished to required levels, floated with neat

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

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

directed by Engineer. The Contraction joints to be formed at every 5m distance by grooving

with mechanical saw within 48 hrs. Groove/ sawed joints/ longitudinal joints shall be made of Seven Thousand Four

6mm width and 40 mm depth min (1/3 rd depth of the pavement) as shown in the drawing. Hundred Eighty Two

LDPE sheet (min 125 gsm) shall be laid below pavement. The rate shall be inclusive of labour, Rupees and Forty

making the grooves, filing groves with approved sealant and backer rod, provision of Three Paise Only

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 payment.

CC Pavement - M

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

M-40 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid

and finished with vacuum dewatering process and Power floater treatment in roads,

pavements, platform, floors etc well compacted, mechanically vibrated with screed vibrator,

finished to required levels, floated with neat cement and power trowelled to get desired

smooth finish/ broom finish as per design, over a levelling course, including casted in panel,

MS channel or box shuttering, curing, as per Specifications and in conformity with the lines,

grades and cross sections shown on the drawings etc as directed by Engineer. The size of

panel should be as per drawing as directed by Engineer. The Contraction joints to be formed Seven Thousand

at location as per drawing by grooving with mechanical saw within 48 hrs. Groove/ sawed Seven Hundred Three

72 4480 joints/ longitudinal joints shall be made of approximate 6mm width and approximate 40 mm Cum 7703.47

Rupees and Forty

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

Seven Paise Only

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.

Pre-cast concrete kerb

Providing & fixing M25 grade of concrete factory-made precast exposed/ fair finish kerb stones

of approved make and as per 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

Eleven Thousand Six

kerbs, corner kerb, quadrant kerbs, drain out kerb, flat kerb, parking edge kerb, ramp kerb etc)

Hundred Eighty Three

73 49 as per drawing. Precast kerb shall be protected with good quality plastic sheet for protection Cum 11683.28

against bituminous/ concrete work. The rate shall include the joining, curing, finishing, Rupees and Twenty

protection etc complete as directed by the engineer in charge. Actual installed kerb volume Eight Paise Only

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 laying.

Precast elements for misc. items

Providing, hoisting and fixing fair finish Precast Concrete of M 25 grade in light pole cover,

Precast concrete base for dustbin, 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, Sixteen Thousand

and as per direction of Engineer-in-Charge. Contractor shall provide loosed sample of each Four Hundred Ninety

elements for review and approval from Engineer in charge before mass preduction/ Six Rupees and Ninety

execution. Architect reserves right to reject part or all work of sub standard or not in Four Paise Only

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.

Name of Work : Development of Bus Depot at Tragad, Ahmedabad

Document :Schedule B

It. No. Item Description Unit Estimated Amount

In Figure In Words

Precast elements - Bus stopper

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

Twenty Six Thousand

from Engineer in charge before mass preduction/ execution. Stability of each elements is

75 29 Cum 26008.11 Eight Rupees and

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 Eleven Paise Only

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

provision and get approval from Architect and engineer in charge.

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

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

up works shall be measured for payment without any wastage However, rejected Mock up

shall not be measured for payment.

SS recessed Manhole cover

Providing and fixing recessed manhole cover having capacity of 40 T made with SS304 of

approved make having clear opening size 600mm x 600mm and recessed depth upto100mm.

Recessed manhole cover shall be with frame and double seal system. Recessed manhole Twenty Five Thousand

cover shall be with four side lifting arrangement with minimal dimensions and two lifting keys. Four Hundred Seventy

The cover shall be with proper drainage arrangement, if cover to be used for softscape/ lawn Five Rupees and

area. Recess depth shall be as per adjoining development material and as per approved shop Thirty Eight Paise Only

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.

Perforated Drain Cover

Providing and placing in position factory made fair finish Precast RCC perforated cover on Three Thousand

drains of any size, 100mm thick, as per approved make, any shape, any pattern, any finish, Seven Hundred Fifty

77 8 any type, shape and size of perforation as per design intent/concept, made of minimum M-25 Sqm 3753.97 Three Rupees and

grade cement concrete, including cost of moulding, reinforcement(if required), rendering, etc

Ninety Seven Paise

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

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

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

thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane Three Hundred Sixty

tank heater and profile shoe heater, driven by experienced operator on concrete/ tar road Seven Rupees and

surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, Seventy Two Paise

grease and foreign material etc. complete as per direction of Engineer-in-charge and Only

accordance with applicable specifications.

Supplying and fixing Cat Eye (Stimsonite) made out from Acrilo beautile sterine injuction high Three Hundred

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

79 300 with each unit for foxing. (High intensity grade)

and Seventy Two

Providing and erecting 3.00 metre high temporary barricading at site; made of precated

sheet/ MS panel with required MS fabrication work with required civil work. Suitable

arrangement shall be made to fix the barricading to avoid from overturning by suitable

arrangement. Stability of baricadding shall be responsibility of contractor. The work shall be

executed as per drawing/ direction of Engineer-in-Charge which includes writing and painting,

arrangement for traffic diversion such as traffic signals during construction at site for day and

night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-

Charge. The barricading provided shall be retained in position at site continuously i/c shifting

of barricading from one location to another location as many times as required during the One Thousand Four

execution of the entire work till its completion. Hundred Thirty Six

Rate include its maintenance for damages, painting, all incidentals, labour materials, Rupees and Seventy

equipments and shifting required to execute the job. The barricading shall not be removed Eight Paise Only

without prior approval of Engineerin- Charge. No extra rental will be given to the contractor in

case of any delays from his part for construction or due to any valid time limit extensions.

(Note :- Procured quantity of barricading shall be approved by the engineer in charge before

procurement/ fabrication of barricading and One time length of the procured barricading shall

be measured for payment. The rate include providing barricading from start of work till

completion of work i/c shifting. The barricading provided shall remain to be the property of the

contractor on completion of the work).

Soil Filling for Gardening/Plantation

Providing and laying good quality garden soil, obtained from outside which can be useful for

all plants as per specification. Garden soil shall be mixture of 1 part Garden Sweet Soil : 1 part Eight Hundred Ninety

81 54 Coco Peat : 1 part Well Rotted Organic Compost (1:1:1) including laying of soil in required Cum 898.9 Eight Rupees and

quantity and in proper slope as mentioned in drawing, watering, compacting and dressing etc. Ninety Paise Only

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.

Name of Work : Development of Bus Depot at Tragad, Ahmedabad

Document :Schedule B

It. No. Item Description Unit Estimated Amount

In Figure In Words

Four Thousand Forty

82 40 Tree Plantation - Category T1 (As per drawing) Each 4040

Providing and Fixing EWC Floor mounted with Cistern, Wash basin, Grab bar, Hinged

rail & special faucet with spachula 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 Forty Six Thousand

& Cistern complete with fittings & seat cover, one no. hinged rail Two nos. of grab Nine Hundred Ninety

83 2.00 rails, etc. complete as directed by Engineer in charge. Each 46,999

Nine Rupees and

Make: CERA Fifteen Paise Only

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 Nos.)

Wall mounted hinged hand rail:Cat. No. B2210108

Providing and fixing white vitreous china extended wall mounting water closet of size

780x370x690 mm of approved shape, including seat cover, and Conceal cistern, with

grouting the CI chair in side the floor/ wall, rubber gaskets, connecting PVC 160mm

dia. soil 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 Sixteen Thousand

directed by Engineer in charge. Seven Hundred

84 10.00 Each 16,774 Seventy Three

Water Closet: Grohe: Model Number: 39205000/Kohler: Model Number: 18131IN-S- Rupees and Seventy

0/Jaquar: CNS-WHT-963UFSM Two Paise Only

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

Providing & Fixing in position C.P. 2-Way Bib Cock with Wall Flange of best quality

One Thousand Seven

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

Hundred Fifty Five

85 10.00 Grohe: Model Number: 20280000/Kohler: Model Number: 25432IN-4-CP/Jaquar: FLP- Each 1,755

Rupees and Eight

Providing and fixing of Hand Shower (Health Faucet), with 8mm Dia,1Rmt Long pvc One Thousand Two

Tube and Wall Hook accessories to complete the item. Hundred Sixty One

Grohe: Model Number: 26352000 & 28409001/Kohler: Model Number: 12927IN- Rupees and Eighty Six

CP/Jaquar: ALD-CHR-573G Paise Only

Providing and fixing in position C.P. brass toilet paper holder complete in all respects

Six Hundred Eighty

including cutting and making good the walls etc.

87 10.00 Each 681 One Rupees and Ten

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

Providing and Fixing White vitreous china Under counter wash basin with C.I. brackets

painted white, 15 mm CP Brass Wall Mounted Pillar Cock, 32mm dia. C.P. waste

Coupling, C.P chain 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 Three Thousand

all respect as per direction of Engineer-in-charge. Three Hundred Eighty

88 6.00 Make: Each 3,385 Four Rupees and

Under Counter Wash Basin: Grohe: Model Number: 3971100H/Kohler: Model Seventy Four Paise

Number: 2211IN-0/Jaquar: FLS-WHT-5701. Only

Grohe: Model Number:124512/Kohler: Model Number: 45432IN-CP/Jaquar: ALD-

Providing and Fixing White vitreous 15 mm CP Brass Deck mounted Pillar Cock, etc

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- Two Thousand Two

charge. Hundred Forty Four

Make: Rupees and Six Paise

Deck Mounted Pillar Cock: Only

Grohe: Model Number: 32813000/Kohler: Model Number: K-27484IN-4-CP/Jaquar:

FLP-CHR-5011PMG

Providing and fixing C.P. brass angle valve points of approved quality conforming to

IS:8931 15mm nominal bore. Four Hundred Eighty

90 11.00 Grohe: Model Number: 40689001/Kohler: Model Number: 25070IN-CP/Jaquar: Each 487 Six Rupees and Sixty

ACNCHR-1151N Nine Paise Only

Providing and fixing of connection hopse pipe 450 mm long and nuts, washer and

brass flange complete, including cutting and making good the wall where required. Two Hundred Fifty

91 11.00 Grohe: Model Number: 28409001/Kohler: Model Number: 112067IN-CP/Jaquar: ALD- Each 259 Nine Rupees and

CHR-805B Thirty Two Paise Only

Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and

Seven Hundred Fifty

as per the direction of Engineer-in-charge for Urinal.

92 8.00 Each 751 One Rupees and Five

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

ALDCHR-769L300X190

Name of Work : Development of Bus Depot at Tragad, Ahmedabad

Document :Schedule B

It. No. Item Description Unit Estimated Amount

In Figure In Words

Providing and fixing CP Brass Waste Coupling including connection to basin & Bottle

trap including necessary fittings with wall Flange etc. complete in all respects including One Hundred Thirty

cutting and making good the walls etc. complete as directed by Engineer in charge. Seven Rupees and

Grohe: Model Number:124512/Kohler: Model Number: 45432IN-CP/Jaquar: ALD- Twenty Eight Paise

Providing and Fixing CP brass bib cock of approved quality conforming to IS: 8931

Four Hundred Twenty

mm nominal bore

94 1.00 Each 429 Nine Rupees and

Grohe: Model Number: 20237000/Kohler: Model Number: 16093IN-4-CP/Jaquar:

Forty Nine Paise Only

FLPCHR-5037PMGA

Providing and fixing in position best Indian make C.P. brass twin way Coat hooks fixed

into wall with C.P. Brass screws and rawlplugs etc. complete including cutting and Five Hundred Forty

95 4.00 making good the walls etc. Each 547 Six Rupees and Sixty

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

Providing & fixing C.P. brass towel ring fixed to rawl plug with C.P. brass screws and

rawlplugs etc. complete including cutting and making good the walls etc.

Nine Hundred Sixteen

Grohe: Model Number:40365001/Kohler: Model Number: 5631IN-CP/Jaquar: ACN-

96 2.00 Each 916 Rupees and Ten

Providing and fixing Liquid soap dispenser with push lever assembly with soap refill

fixed in wall with Screws complete in all respect as per direction of the engineer-in- One Thousand Forty

97 2.00 charge. Rate includes for all above. Jaquar: Soap Dispenser - Push Button : SDR- Each 1,044 Four Rupees and Six

WHT-DJ0010F/Dolphy India Pvt Ltd: Model No. DSDR0098/Euronics: Model No. Paise Only

Providing and fixing electrical hand dryer, fully automatic type, cover shall be

fabricated in extra heavy duty 18 gauge type 304 SS with exposed surfaces stainless

steel finished, the unit shall deliver not less than 71 l/sec of hot air and electrical rating

Twenty Four Rupees

98 4.00 shall be 240 V/ 1 phase/ 50 cycles. Each 8,025

and Fifty Seven Paise

Grohe: Model Number:40365001/Kohler: Model Number: 5631IN-CP/Jaquar: ACN-

Supply, Install, Test & Commissioning of vitreous china urinal with C.I. hangers,

15mm dia inlet to built in spreaders with inbuilt waste with C.P flange, complete Nine Thousand Nine

including cutting and making good the walls and floors wherever required. Hundred Three

Make: Rupees and Thirty

Urinal: Kohler: Model Number: K-26474IN-ER-0/Jaquar:URS-WHT-13253N Eight Paise Only

Providing and fixing Urinal Sensotronic Sensor Type Urinal flush valve with installation

box with control valve Electric operated automatic flushes of approved make, Sensor

Concealed Type 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 Eighteen Thousand

100 6.00 flushes in two steps. The pre flush is for 2 seconds duration and the final flushing is for Each 18,069 Sixty Nine Rupees and

7 seconds duration. The outlet from the flusher shall be connected to urinal with Forty Nine Paise Only

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-51077EG

Providing & Fixing in position C.P.Auto closing Concealed Urinal Flush Valve With Two Thousand Five

Wall Flange of best quality complete in all respects including cutting and making good Hundred Thirty Five

the walls etc. Rupees and Fifty Nine

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

Providing & Fixing in position C.P. Concealed 20mm diameter stop Cock with Wall

One Thousand Two

Flange of best quality complete in all respects including cutting and making good the

Hundred Forty Rupees

102 1.00 walls etc. Each 1,241

and Sixty Seven Paise

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

Exposed Part Kit: : Jaquar: FUS-29083K

Supplying and erecting horizontal / vertical mounting type storage water heater with

copper container housed in M.S./S.S./ABS body insulated with glass wool/puff

Eight Thousand Fifty

complete with heating elements,adjustable thermostats 300C to 850C, indicating

103 1.00 Each 8,059 Nine Rupees and

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

Thirty Two Paise Only

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

Providing & Fixing in position C.P. Concealed 25mm diameter stop Cock with Wall

Two Thousand Two

Flange of best quality complete in all respects including cutting and making good the

104 1.00 walls etc. Each 2,231

Rupees and Fifty

Concealed 25mm diameter stop Cock : Jaquar: ALD-081.

Exposed Part Kit: : Jaquar: FUS-29083K

Providing, fixing and jointing 40MM Diameter unplasticized rigid PVC pipes

conforming to IS: 4985 ( working pressure 6 kg/Sqcm) 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, One Hundred Seventy

105 24.00 making holes in brick or RCC wall as per requirement ,clearing the debris, grouting of Rmt. 170 Rupees and Thirty

concealed pipes, making good the chase as mentioned, making good the wall and Three Paise Only

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

Name of Work : Development of Bus Depot at Tragad, Ahmedabad

Document :Schedule B

It. No. Item Description Unit Estimated Amount

In Figure In Words

Providing, fixing and jointing 50MM Diameter unplasticized rigid PVC pipes

conforming to IS: 4985 ( working pressure 6 kg/Sqcm) 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, One Hundred Ninety

106 1.00 making holes in brick or RCC wall as per requirement ,clearing the debris, grouting of Rmt. 197 Seven Rupees and

concealed pipes, making good the chase as mentioned, making good the wall and Forty Five Paise Only

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

Providing and fixing to wall, ceiling and floor U.PVC SWR (Type-B) conforming to IS

13592-1992 with one end plain and other end socketed with rubber ring, & fittings

conforming to ISI 14735-1999 Soil Waste Pipe with 'O' Ring 75 mm dia. of ISI Three Hundred Forty

13592/92. Rate inclusive of All fittings like single or double 'Y' with door, reducer, Three Rupees and

coupler single 'T' with door bend, Vent cowl, G.I. Slotted Z patti of 16 Gauge Twenty Two Paise

(minimum1.60mm thick) and minimum 6mm dia. U Clamp with Washer Nut at every Only

1.50mt. vertical distance including All Labour Charges etc. complete and making

good the Wall, Ceiling and Floor.

Providing, laying and jointing in true line and level U.P.V.C (Type B) conforming to IS

13592-1992 with one end plain and other end socketed with rubber ring, & fittings

conforming to ISI 14735-1999 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 Eight Hundred Twenty

108 150.00 2000 mm centre to centre or shall be concealed in walls as directed including Rmt. 827 Seven Rupees and

necessary fittings such as bends, junctions, inspection doors, offsets, cowl, access Eleven Paise Only

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 .

Providing, laying and jointing in true line and level U.P.V.C (Type B) conforming to IS

13592-1992 with one end plain and other end socketed with rubber ring, & fittings

conforming to ISI 14735-1999 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 Eight Hundred Twenty

of PVC clamp of the size pipe diameter x 210 mm length x 196 mm heigh at every Two Rupees and

109 1.00 2000 mm centre to centre or shall be concealed in walls as directed including Rmt. 823

Eighty Eight Paise

necessary fittings such as bends, junctions, inspection doors, offsets, cowl, access Only

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 .

Providing & fixing Upvc P Trap of 110 X 110 mm diameter with Height riser/ necessary

One Thousand Nine

distance piece for wash basin/ sink drain connection with 150mm x 150mm Stainless

Hundred Seventy

110 12.00 steel Grating with cockroach trap, making necessary slab/ wall/ beam holes and Each 1,970

Rupees and Thirty

cutting walls, etc. complete.

Three Paise Only

Make: Chilly: Model No: CCT-RFC-150 (Matt Finish)

Providing & fixing Futura floor clean out Stainless steel 150mm with making necessary One Thousand Two

slab/ wall/ beam holes and cutting walls, etc. complete. Hundred Seventy

Make: Chilly: Model No: CO-R-150 (Matt Finish) Seven Rupees and

Eleven Paise Only

Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete

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

Two Hundred Four

over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1

112 2.00 Each 204 Rupees and Thirty

cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making

and finishing the outlet complete.

Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm Thirty Seven Rupees

113 2.00 diameter and weighing not less than 440 grams. Each 37 and Forty Six Paise

Providing and fixing S.W. gully trap with C.I. grating brick masonry chamber and water One Thousand Two

tight C.I. cover with frame of 300mm x 300mm size (inside) with standard weight.(i) Hundred Thirty Four

Square mouth traps.(B) 150mm x 100mm size P or R type Rupees and Seventy

Four Paise Only

Providing and laying 110MM pipe diameter FOAMCORE PVC SELFIT SN8 PIPE

Conforming to IS 16098 of approved mak,Solvent cement for jointing, laying and

Six Hundred Ninety

jointing the pipe in required line, level and as per manufacturer's specification and

115 6.00 Rmt. 698 Eight Rupees and Five

water leakage testing of the pipe before concealing the pipe etc complete as directed.

Providing and laying 160MM pipe diameter FOAMCORE PVC SELFIT SN8 PIPE

Conforming to IS 16098 of approved mak,Solvent cement for jointing, laying and

jointing the pipe in required line, level and as per manufacturer's specification and

116 350.00 Rmt. 217 Seventeen Rupees

water leakage testing of the pipe before concealing the pipe etc complete as directed.

and Four Paise Only

Providing and laying 200MM pipe diameter FOAMCORE PVC SELFIT SN8 PIPE

Conforming to IS 16098 of approved mak,Solvent cement for jointing, laying and

Two Hundred Fifty

jointing the pipe in required line, level and as per manufacturer's specification and

117 1.00 Rmt. 254 Three Rupees and

water leakage testing of the pipe before concealing the pipe etc complete as directed.

Fifty Two Paise Only

Name of Work : Development of Bus Depot at Tragad, Ahmedabad

Document :Schedule B

It. No. Item Description Unit Estimated Amount

In Figure In Words

Providing and laying 250MM pipe diameter FOAMCORE PVC SELFIT SN8 PIPE

Conforming to IS 16098 of approved mak,Solvent cement for jointing, laying and

Three Hundred Three

jointing the pipe in required line, level and as per manufacturer's specification and

118 1.00 Rmt. 304 Rupees and Eighty

water leakage testing of the pipe before concealing the pipe etc complete as directed.

Eight Paise Only

Providing and laying 315MM pipe diameter FOAMCORE PVC SELFIT SN8 PIPE

Conforming to IS 16098 of approved mak,Solvent cement for jointing, laying and

Three Hundred Ninety

jointing the pipe in required line, level and as per manufacturer's specification and

119 1.00 Rmt. 393 Two Rupees and Fifty

water leakage testing of the pipe before concealing the pipe etc complete as directed.

Seven Paise Only

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.

Two Hundred Forty

120 30.00 150 mm dia. R.C.C. pipe Rmt. 247 Six Rupees and Sixty

Three Hundred Forty

121 30.00 250 mm dia. R.C.C. pipe Rmt. 345 Four Rupees and

Ninety One Paise Only

Six Hundred Fifty Eight

122 30.00 300 mm dia. R.C.C. pipe Rmt. 658 Rupees and Forty

Seven Paise Only

One Thousand Fifty

123 30.00 450 mm dia. R.C.C. pipe Rmt. 1,050

One Thousand Two

Hundred Twenty Two

124 30.00 500 mm dia. R.C.C. pipe Rmt. 1,223

Rupees and Eighty

Eight Paise Only

Constructing brick masonry chamber for

underground C.I. Inspection chamber and bends with bricks having crushing strength

not less than 35Kg/Cm2 in C.M. 1:5 C.I. cover with frame (Light duty) 455mm x

610mm intenal dimensions total weight of cover with frame to be not less than 38Kg. Three Thousand Six

(Wt. of cover 23 Kg.) and Wt. of frame 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1- Hundred Twenty Four

cement :2- coarse sand :4-graded stone aggregate 20mm size) foundation concrete Rupees and Fifty

1:5:10 inside plaster 15mm thick with cement mortar 1:3 finished smooth with a Seven Paise Only

floating coat of neat cement on walls and bed concrete etc. complete.(ii) Inside

dimensions 500mm x 700 mm and 450mm deep

Extra depth for every additional depth of 0.1M. of part thereof beyond 450mm depth

Two Hundred Sixty

for Brick masonry chamber.(ii) for 500mm x 700mm size.

126 8.00 Each 262 One Rupees and

Eighty Six Paise Only

Constructing brick masonry chamber for

underground C.I. Inspection chamber and bends with bricks having crushing strength

not less than 35Kg/Cm2 in C.M. 1:5 C.I. cover with frame (Light duty) 455mm x

610mm intenal dimensions total weight of cover with frame to be not less than 38Kg. Seven Thousand One

(Wt. of cover 23 Kg.) and Wt. of frame 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1- Hundred Nine Rupees

cement :2- coarse sand :4-graded stone aggregate 20mm size) foundation concrete and Thirty Two Paise

1:5:10 inside plaster 15mm thick with cement mortar 1:3 finished smooth with a Only

floating coat of neat cement on walls and bed concrete etc. complete.(ii) Inside

dimensions 600mm x 850 mm and 450mm deep

Extra depth for every additional depth of 0.1M. of part thereof beyond 450mm depth

for Brick masonry chamber.(ii) for 600mm x 850mm size.

128 8.00 Each 322 Twenty Two Rupees

and Three Paise Only

Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement :2-coarse sand : 4-

graded stone aggregate 20mm nominal size) foundation concrete 1:3:6 mix (1-cement

: 3- coarse sand :6-Brick 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 Ten Thousand Nine

sand :4-stone aggregate 20mm nominal size) finished smooth complete including Hundred Twenty

129 8.00 curing and festing (i) Inside size 900mm x 1200mm and 1.5M. deep including C.I. Each 10,920

Rupees and Thirty

cover with frame size 560mm diameter total weight of cover and frame to be not less Three Paise Only

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.

Extra rate for constructing B.B. masonry for every additional depth of 0.1M. or Part Five Hundred

there of over inside size 900mm x 1200mm for depth from 0.9M to 1.5M. Seventeen Rupees

and Seventy Nine

Name of Work : Development of Bus Depot at Tragad, Ahmedabad

Document :Schedule B

It. No. Item Description Unit Estimated Amount

In Figure In Words

Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement :2-coarse sand : 4-

graded stone aggregate 20mm nominal size) foundation concrete 1:3:6 mix (1-cement

: 3- coarse sand :6-Brick 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 Nineteen Thousand

sand :4-stone aggregate 20mm nominal size) finished smooth complete including One Hundred Thirty

131 8.00 curing and festing (i) Inside size 900mm x 1200mm and 1.5M. deep including C.I. Each 19,139 Eight Rupees and

cover with frame size 560mm diameter total weight of cover and frame to be not less Ninety Eight Paise

than 128 kgs. (Wt. of cover 64 Kg. and Wt. of frame 64 Kg.)(A) With 230mm thick Only

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.

Extra rate for constructing B.B. masonry for every additional depth of 0.1M. or Part Three Hundred Ninety

there of over inside size 900mm x 1200mm for depth from 1.50M. To 2.25M. Three Rupees and

Twenty Two Paise

Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement :2-coarse sand : 4-

graded stone aggregate 20mm nominal size) foundation concrete 1:3:6 mix (1-cement

: 3- coarse sand :6-Brick 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 Twenty Three

sand :4-stone aggregate 20mm nominal size) finished smooth complete including Thousand Two

133 15.00 curing and festing (i) Inside size 900mm x 1200mm and 1.5M. deep including C.I. Each 23,209 Hundred Nine Rupees

cover with frame size 560mm diameter total weight of cover and frame to be not less and Thirty Two Paise

than 128 kgs. (Wt. of cover 64 Kg. and Wt. of frame 64 Kg.)(A) With 230mm thick Only

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.

Extra rate for constructing B.B. masonry for every additional depth of 0.1M. or Part

Five Hundred Forty

there of over inside size 900mm x 1200mm for depth from 2.25M. To 3.15M.

134 15.00 Each 545 Four Rupees and

Ninety One Paise Only

Constructing Brick masonry road Gully chamber 500mm x 450 X 600 mmincluding

One Thousand Nine

500x450 mm CI horizontal grating with frame complete

Hundred Ninety Seven

Rupees and Forty Five

Constructing Brick masonry road gully chamber 450mm x 450mm x 775mm with Two Thousand Five

vertical gating complete. Hundred Twenty

Rupees and Thirty

Three Paise Only

Constructing Brick masonry road Gully chamber 1100mm x 775 mm including Five Thousand

500x450 mm CI horizontal grating with & vertical grating frame complete Seventy Seven

Rupees and Ninety Six

Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement

Eight Thousand Three

mortar 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :

Hundred Sixty Two

Rupees and Forty One

Four Hundred Twelve

138 5.00 150 mm dia. Each 413 Rupees and Eighty

Five Paise Only

Making connection of drain or sewer line with existing manhole including breaking into

and making good the walls, floors with cement concrete 1:2:4 mix (1 cement :

Four Thousand Three

coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on

Hundred Fifty Rupees

both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating Each

and Fifty Seven Paise

coat of neat cement and making necessary channels for the drain etc. complete :

For pipes 100 to 250 mm diameter Six Hundred Ten

139 5.00 Each 611 Rupees and Fifty Five

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.

One Hundred Sixty

Five Rupees and

140 1.00 15 mm nominal dia. Pipes Rmt. 165

Twenty Five Paise

Two Hundred Three

141 66.00 20 mm nominal dia. Pipes Rmt. 203 Rupees and Thirty

Eight Paise Only

Two Hundred Forty

142 18.00 25 mm nominal dia. Pipes Rmt. 247 Seven Rupees and

Forty Five Paise Only

Name of Work : Development of Bus Depot at Tragad, Ahmedabad

Document :Schedule B

It. No. Item Description Unit Estimated Amount

In Figure In Words

Three Hundred Thirty

143 50.00 32 mm nominal dia. Pipes Rmt. 331 Rupees and Fifty

Four Hundred Thirty

Seven Rupees and

144 1.00 40 mm nominal dia. Pipes Rmt. 437

Twenty Eight Paise

Six Hundred Forty

145 1.00 50 mm nominal dia. Pipes Rmt. 647 Seven Rupees and

Forty Five Paise 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

One Hundred Ninety

146 1.00 15 mm nominal dia. Pipes Rmt. 196 Six Rupees and Forty

Eight Paise Only

Two Hundred Thirty

147 7.00 20 mm nominal dia. Pipes Rmt. 232

Seventy Seven Paise

Two Hundred Seventy

148 7.00 25 mm nominal dia. Pipes Rmt. 275 Five Rupees and Eight

Three Hundred Fifty

149 7.00 32 mm nominal dia. Pipes Rmt. 354 Four Rupees and

Thirty Nine Paise Only

Four Hundred Eighty

150 72.00 40 mm nominal dia. Pipes Rmt. 482 One Rupees and Fifty

Six Hundred Thirty

151 39.00 50 mm nominal dia. Pipes Rmt. 640 Nine Rupees and

Ninety Two Paise Only

One Thousand Four

Hundred Fifty Eight

152 1.00 65 mm nominal dia. Pipes Rmt. 1,458

Rupees and Forty

Seven Paise 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.

One Hundred Sixty

153 1.00 15 mm nominal dia. Pipes Rmt. 168 Seven Rupees and

Sixty Three Paise Only

One Hundred Eighty

154 1.00 20 mm nominal dia. Pipes Rmt. 188 Seven Rupees and

Ninety Paise Only

Two Hundred Forty

155 5.00 25 mm nominal dia. Pipes Rmt. 243 Three Rupees and

Forty Six Paise Only

156 5.00 32 mm nominal dia. Pipes Rmt. 300 Rupees and Forty

Seven Paise Only

Three Hundred Fifty

157 5.00 40 mm nominal dia. Pipes Rmt. 351 Rupees and Sixty

Four Paise Only

Five Hundred Forty

158 275.00 50 mm nominal dia. Pipes Rmt. 544 Four Rupees and Nine

One Thousand One

Hundred Fifty Eight

159 1.00 65 mm nominal dia. Pipes Rmt. 1,159

Rupees and Fifty

Providing and fixing gun metal Gate valve/Ball Valve with C.I. wheel of approved

quality (screwed end)

Two Hundred One

160 1.00 20 mm nominal bore Each 202 Rupees and Sixty Nine

Four Hundred Sixteen

161 1.00 25 mm nominal bore Each 416 Rupees and Ten

Name of Work : Development of Bus Depot at Tragad, Ahmedabad

Document :Schedule B

It. No. Item Description Unit Estimated Amount

In Figure In Words

Three Hundred Eleven

162 3.00 32 mm nominal bore Each 312 Rupees and Eighty Six

Six Hundred Fifty Six

163 4.00 40 mm nominal bore Each 657 Rupees and Seventy

Seven Paise Only

164 8.00 50 mm nominal bore Each 870 Seventy Rupees and

Four Paise Only

Providing, installation, testing and commissioning of non-return valve of PN 16 rating

of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts,

washers etc.as required :

Four Thousand Three

Hundred Two Rupees

165 2.00 50 mm dia Each 4,303

and Sixty Two Paise

Four Thousand Seven

Hundred Sixty Nine

166 1.00 65 mm dia Each 4,769

Rupees and Nineteen

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

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. Forty Three Thousand

Seven Hundred Forty

167 1.00 25 mm dia. nominal bore Each 43,743 Three Rupees and

Twenty Two Paise

Fifty Thousand Six

Hundred Forty Six

168 1.00 40 mm dia. nominal bore Each 50,647

Rupees and Sixty One

Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar

1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top

diameter, 160 mm bottom 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 Nine Thousand One

nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 Hundred Fifty Rupees

fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with and Seventy Four

cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating Paise Only

coat of neat cement complete as per standard design :

With common burnt clay F.P.S.(non modular) bricks of class designation

Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar

1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top

diameter, 160 mm bottom 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 Fifteen Thousand Nine

nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine Hundred Fifty Nine

170 1.00 sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with Each 15,959

Rupees and Forty

cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating Eight Paise Only

coat of neat cement complete as per standard design : With common burnt clay

F.P.S.(non modular) bricks of class designation 7.5.

Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement

mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm

top diameter, 160 mm bottom 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 Twenty Two Thousand

mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 One Hundred

171 1.00 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with Each 22,118 Seventeen Rupees

cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating and Sixty Eight Paise

coat of neat cement complete as per standard design : Bricks of class designation Only

Supplying and fixing FRP Heavy duty Water Tank Manhole cover 180 degree opening Thirteen Thousand

with hinge & locking arrangement with frame (heavy duty Fire Engine load) 600 mm Seven Hundred Forty

172 2.00 internal size etc. complete the job. Each 13,743 Three Rupees and

Twenty Two Paise

Name of Work : Development of Bus Depot at Tragad, Ahmedabad

Document :Schedule B

It. No. Item Description Unit Estimated Amount

In Figure In Words

Supplying and fixing Solid Top FRP Heavy duty Manhole cover with frame (heavy duty

Thirteen Thousand

Fire Engine load) 600 mm X 600mm internal size clear opening etc. complete the job.

Nine Hundred Thirty

Three Rupees and

Eighty Nine Paise Only

Providing and fixing Water Cooler with in-build RO + Uv Purification S.S. 304 water

cooler body of 60ltr per hr. cooling capacity Per hour @ an ambient temp of 45 deg.

The outlet temp. of the water should drop by 15˚C within a hour, 80ltr storage

capacity of SS 304 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 & One Lakh Thirty Eight

outlet connation with RO & drinking water tap, Including inbuilt R.O.Plant consisting Thousand Nine

174 2.00 of considering the Filter Feed pump & inbuilt booster pump,dry run protection, water Each 1,38,986 Hundred Eighty Five

purification 7 stage filtration including sediment, Carbon Filter, Anti-scalant, Sediment, Rupees and Fifty Nine

RO membrane, Post carbon Filtration and UV purification piping, isolation valves, Paise Only

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.

Providing and fixing of 100 mm dia (flanged ends) Ductile Iron Heavy duty vent with

Four Thousand Two

brass mosquito proof coupling and air filter including return bend, complete as

Hundred Fifty Eight

175 2.00 required. and BS EN 545 Ductile Iron Pipe , BS EN 1092-2 Flange,properly fixed in Each 4,258

Rupees and Forty

walls & top slab of tanks.

Seven Paise Only

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 required.

Eleven Thousand Six

Hundred Thirteen

Rupees and Fifty Five

Fourteen Thousand

Six Hundred Sixty

Four Rupees and

Forty Paise 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

Four Hundred Thirty

178 1.00 50 mm dia. Each 434 Three Rupees and

Eighty Nine Paise Only

Four Hundred Thirty

179 1.00 65 mm dia. Each 434 Three Rupees and

Eighty Nine Paise Only

Drilling of bore hole an Alluvial strata by direct Rotary rig size 550/300mm diameter.

Eight Hundred Twenty

(For 2 Nos. Bore)

180 200.00 RMT 820 Rupees and Thirty

Three Paise Only

Reaming of 550/300 pilot bore hole including Assembling, lowering housing casing,

Five Hundred Ten

strainer pipes, gravel packing, clay packing etc. complete size 550mm diameter.

181 200.00 RMT 510 Rupees and Sixteen

(For 2 Nos. Bore)

Manufacture, supply and delivery of ISI marked ERW M.S. pipes conforming to IS: Four Thousand One

4570/5001 with latest amendment in random length of 4 to 7 meter size 550mm Hundred Thirty Nine

diameter (min. 7.10 mm thickness) Rupees and Eighty

(For 2 Nos. Bore) Three Paise Only

Job work of slotting of M S ERW blind pipe of following size having slot size as

cm x 6.35 cm x 3.15 mm (including unloading of blind pipes from truck and reloading

81000.00 PER SLOT

slotted pipes into truck).

(For 2 Nos. Bore)

Clamp made from M.S. plate with 3 holes on either side with nuts and bolts of Std.

Two Thousand Three

Make and suitable size.

Hundred Seventy Nine

183 2.00 900 mm X 100 mm X 16 mm flat suitable for 550 mm dia.Pipe. PER PAIR 2,380

Rupees and Sixty Six

(For 2 Nos. Bore)

Bore plug having 100 mm height made from M.S. plate with 3 holes at equal distance

One Thousand Three

on circumference for nut-bolts type, locking arrangement with nuts-bolts and lock nuts

Hundred Sixty Rupees

184 2.00 of std. Make complete. From 5mm thick M.S. plate (for top also) suitable 550mm NOS. 1,360

and Sixteen Paise

(For 2 Nos. Bore)

M.S. Bail plug having length 0.45 mtr from medium class pipe as per I.S.S. suitable for One Thousand Two

550mm diameter pipe. Hundred Thirty Nine

(For 2 Nos. Bore) Rupees and Eighty

Three Paise Only

Steel bent plates suitable to 550 mm dia ERW pipe size 500 mm x 150mm x 6 mm. One Hundred Ten

186 4.00 (For 2 Nos. Bore) NOS. 110 Rupees and Sixteen

Name of Work : Development of Bus Depot at Tragad, Ahmedabad

Document :Schedule B

It. No. Item Description Unit Estimated Amount

In Figure In Words

Supply of Best quality of well sorted Sevaliya gravel of size 4mm to 6mm.

Two Thousand Three

(For 2 Nos. Bore)

Hundred Eighty Nine

Rupees and Eighty

Three Paise Only

Cement sealing including the cost of cement by means of mud pump.

Seven Thousand Four

(For 2 Nos. Bore)

Hundred Thirty Nine

Rupees and Eighty

Three Paise Only

Charges of electrologging test of bore hole. Twenty One Thousand

(For 2 Nos. Bore) Two Hundred Thirty

189 2.00 JOB 21,240 Nine Rupees and

Eighty Three Paise

Lowering and removing of 100mm dia. Drop line and 35mm dia air line for

development of each water bearing zones comes across upto the full depth of deep

tube well size 500mm/ 550mm/ 300mm dia. For the tube well having depth of 186 Thirty Two Thousand

meter and above through suitable air compressor. the job is for complete period of Seven Hundred

190 2.00 development of tube well without air compressor charges. The job is for compete JOB 32,780 Seventy Nine Rupees

period of development.( where water is very deep and 5/3rd submersion is not and Sixty Six Paise

achieved.) Only

* All the required accessories, machineries etc for above job will have to be provided

by contractors.

(For 2 Nos. Bore)

Charges of air compressor capacity 900 CFM/500 including all the require accessories Nine Thousand Nine

and machineries. (Min 6hr and upto sand free discharge) Hundred Twenty Nine

(For 2 Nos. Bore) Rupees and Sixty Six

Supply of Clay ball of size 55mm to 50mm from Stickly Clay at site of work.)As

Two Thousand Three

certified by Hydrologist).

Hundred Seventy Nine

192 2.00 (For 2 Nos. Bore) CUM 2,380

Rupees and Sixty Six

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.

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.

193 1.00 DOMESTIC WATER DISTRIBUTION PUMPING SYSTEM FROM UG TANK Set 1,01,695 Hundred Ninety Four

Rupees and Ninety

Capacity per pump - 5 m3/hour, Head -35 mt, 1 Set = 1 Nos. Pump (1 Working +

Asist by - cascade operation), Total Capacity of System: 10 m3/hour.

Name of Work : Development of Bus Depot at Tragad, Ahmedabad

Document :Schedule B

It. No. Item Description Unit Estimated Amount

In Figure In Words

Development and Construction of Bore wells at site. The scope includes - Drilling of

400mm Bore Holes up to 270 meters depth using mud flush direct rotary rig, Reaming

of Bore holes including 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 1100 CFM / 300 PSI (above depth of

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

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 Twenty-two Lakh

& suitable to 250mm dia pipe. Size: 900mm x 100mm x 16mm, MS Bore Plugs Thirty-two Thousand

suitable for 200mm dia MS Pipes, Providing and fixing bore plug having 100 mm One Hundred Rupees

height made from M.S. plate with 3 holes at equal distance on circumference for nut & only

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 installation of

125mm diameter UPVC Heavy Duty Column Pipes, valves, etc complete, installing all

accessories and valves, etc complete to the entire satisfaction of the Engineer-in-

charge. (Cost of 125mm diameter UPVC Column Pipe & Submersible Bore Pump

paid separately)

Providing and laying in position ISI Marked (Embossed) 125mm diameter of Heavy

duty UPVC column pipes with coupler and wire lock, including couplers, C.I. top flange

with double clamp, pump guard set with 2 nos. M.S. powder coated flange & 2 nos. Two Thousand Five

SS rods with nuts and cotterpin, fixing the joints with Teflon tapes, testing of the pipes Hundred Seventy-Five

as per standards, and connection with the bore well pump outlet at one end and Rupees and Fifty

discharge pipe at the other, and as approved and directed by Engineer-in-charge. Paise Only

Submersible Bore Well Pump, Control Panel, Cables, etc: Supplying Electric motor

driven Submersible Bore Well Pump Set for bore of 250 mm. dia. or more conforming

to IS: 8034-1981 with wet type motor set conforming to IS: 9164-1981 of capacity

about 60 H.P., 2900RPM operating on 3 phase, 400/440 Volts, 50 Hz, AC Supply, of

discharge capacity 80 Cu. Mtr. / Hour at 120 meter head, having 7 Stages with

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 Three lakh eighty-four

with hinged doors and locking arrangement, consisting, of suitable switch of AC 23 thousand fifty-seven

196 1 duty with HRC fuses (Cat.III), starting and running contactors, overload relay, Each 384057.20

rupees and twenty

Automatic water level controller, Electronic timer with master timer CT operated paise only

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.

ELECTRICAL WORKS

1) For more detailed description of any material or item contained in the BOQ, please

refer Electrical Works Specifications. If the detailed specs for a particular item is not

contained in the Part-II technical specification, the description given in the BOQ shall

have to be 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 One Lakh Fifty Seven

6.1 Supplying, unloading at site, shifting to site, assembling, leveling, grouting, Thousand Six

197 1 erecting, Testing, & Commissioning double compartmentalized Double door type No. 1,57,616 Hundred Fifteen

section feeder piller with IP 65 protection & should be powder coated fabricated from Rupees and Fifty Five

14 Guage CRCA sheet & folded channel totally enclosed cubical type with pad lock Paise Only

arrangment. The successful tenderer will have to prepare general arrangement with

dimensions (refering the typical elevation drawing provided) & get it approve through

Architect/ Consultant. All civil work including RCC platform for section pillar should be

in scope of Electrical contractor complete in all respect as per detail drawing and

directed by engineer incharge.

(As per attached Single line diagram)

Space Provision For Supply Co' Energy meter in section feeder piller.

Covering of cable with second class bricks or cement tiles laid cover the cable

One Hundred Thirty

198 50 crosswise & also on both sides with covering of 7. 5 Cms. layer of sand above & RMt 139

Nine Rupees Only

below cable (16 bricks per meter)

Drilling the road without breaking the road surface (Asphalt) for laying of cable for

feeding power supply by making up to following size of holes at both ends complete. Six Hundred Ten

(B) Up to 150 mm bore dia Rupees Only

Name of Work : Development of Bus Depot at Tragad, Ahmedabad

Document :Schedule B

It. No. Item Description Unit Estimated Amount

In Figure In Words

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. )

25 Sq.mm x 4 C Al. XLPE ARM Cable One Hundred Eighty

Nine Rupees Only

16 Sq.mm x 4 C Al. XLPE ARM Cable One Hundred Fifty

Two Rupees Only

10 Sq.mm x 4 C Al. XLPE ARM Cable One Hundred Thirty

Nine Rupees Only

6Sq.mm x 4 C Al. XLPE ARM Cable

One Hundred Twenty

Five Rupees Only

4 Sq.mm x 4 C Al. XLPE ARM Cable

One Hundred Sixteen

(B) 3 core 4 Sq. mm Al. XLPE ARM Cable Eighty Seven Rupees

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.

(E) 2 to 4 core 25 Sq. mm

206 2 No. 51 Fifty One Rupees Only

(D) 2 to 4 core 16 Sq. mm Forty Seven Rupees

(C) 2 to 4 core 10 Sq. mm Thirty Eight Rupees

(A) 2 to 4 core 2.5/4 Sq. mm Thirty Three Rupees

Supply & Making Joints of Solder less crimping type Aluminium lugs connecting the

same to various SFP's/ PP/ Poles/Switch Gear etc. conforming to IS suitable for cable

of following size evenly crimped with high pressure tool with brass/cadmium plated nut

bolts in an approved manner.

210 18 (C) 16/25 Sq.mm No. 15 Fifteen Rupees Only

211 69 No. 13 Thirteen Rupees Only

212 88 (A) 1.5/ 2.5/4/6 Sq.mm No. 6 Six Rupees 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 Eighty Two Rupees

flexible wires with ISI approval for 650 V/ 1100 V as earth wires to be drawn in 25 mm Only

diameter rigid PVC conduit of medium gauge having ISI amd FIA approval with all

necessary accessories.

providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI marked

stranded Copper conductor wire in following type of pipe to be erected in / on wall /

ceiling with 2.5 sq. mm copper conductor FRLS PVC insulated stranded wire of green One Hundred Seventy

colour for earth continuity of following size Nine Rupees Only

(B) with 16 swg HGS metal conduit pipe and accessories painted black.

(g) 4 wire 4 sq. mm

providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI marked

stranded Copper conductor wire in following type of pipe to be erected in / on wall /

ceiling with 2.5 sq. mm copper conductor FRLS PVC insulated stranded wire of green

215 25 Rmt 325 Twenty Five Rupees

colour for earth continuity of following size

(B) with 16 swg HGS metal conduit pipe and accessories painted black.

(h) 4 wire 6 sq. mm

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

216 100 accessories like bend, junction boxes, coupler, supporting clamps, elbows, hardware, KG. 77

anchor fasteners complete with Cutting, welding, grinding, finishing necessory Rupees Only

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.

Name of Work : Development of Bus Depot at Tragad, Ahmedabad

Document :Schedule B

It. No. Item Description Unit Estimated Amount

In Figure In Words

Supplying & erecting earth pit of minimum bore dia.150mm size approved make

Earthing Electrode consisting Pipe-in-Pipe Technology as per IS 3043-1987 made of

corrosion free hot dipped G.I.Pipes having Outer pipe dia of 50mm having 80-200

Micron galvanising, Inner pipe dia of 25 mm having 200-250 Micron galvanising,

connection terminal dia of 12mm with constant ohmic value surrounded by highly

conductive compound with high charge dissipation suitable for following type of

applications with chamber and heavy duty cover.(approved make OEM has to submit

test certificate) & having back filling compound of (B) Inner chemical (CCM Eight Thousand Five

217 16 Compound)- Resistivity:- 0.2 / meter testing as per IEC 62561-2017, Voltage drop:- No. 8,551 Hundred Fifty One

< 1 volt at no load & dry form, Sulphar content:- <2%(C) Back fill Compound :- Rupees Only

Earthing compound should be capable to retain moisture for long time Necessary test

report must be submitted..

(c) For Electrical Installation covering Transformer Neutrals, Lightning arrester

Earthing, A.C.Plant & Sensitive Computer System(like Automation, SCADA) i.e

independent Earthing in normal soil.

Length of Pipe : 3.00 mtrs

Back filling Compound :2 nos Bags of 25 Kg.

Earth wire/strips :

Supply and laying HOT dip GI. earthing required size strips for interconnecting the

earthing stations, panels, DB's etc. in built up trenches, on walls/ceiling, buried in

ground generally as specified and shown on drawings complete with : Seventy Seven

a) Fixing accessories. Rupees Only

b) Corrosion protection of buried conductors with bituminous coating and covered with

25 x 3 mm GI. strip

Providing and erecting HOT deep Galvanised iron strip wire 8 to 16 SWG Seventy Seven

Earth Link : 25mm x 6 mm 1ft Long GI.earth link fixed by necessary screws on wall. Seventy Seven

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 &

221 50 Rmt 36 Thirty Six Rupees Only

Junction boxes fixed with adhesive solution & Clamps with following dia of pipes, in

approved manner as directed.

222 54 (c) 32 mm Rmt 60 Sixty Rupees Only

Seventy Five Rupees

Providing & laying approved make ISI marked Rigid PVC pipe having 6Kg / cm2

(Class-3) to be erected at road crossing on or floor as directed for laying of cable. The

224 69 Rmt 80 Eighty Rupees Only

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)

One Hundred Thirty

225 100 (D) 120 MM OD DWC Pipe Rmt 136

Six Rupees Only

Ninety Five Rupees

226 1,114 (C) 90 MM OD DWC Pipe Rmt 95

Sixty Two Rupees

227 935 (A) 50 MM OD DWC Pipe Rmt 62

Scope includes Follow Up with all the local power supply co, Local Gas company,

telecom company, local goverment dept., any kind of AMC department , Environment

Dept. etc. for getting approval for handing over the site for succesfull installation.

followup with local supply co. for getting supply to various Section Pillar. The scope

also covers lying of L.T. cable from Section Pillar to company's cut-out. This also Ten Thousand

228 1 covers to obtain any permission required for road crossing from any authority (if LOT 10,000

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.

Providing and erecting Sheet Steel powder coated MCB distribution board - flush /

surface mounted fitted with busbar, neutral link, earth bar and DIN rail, Conforms to IS

8623-1 & 3, IEC 61439-1 & 3 without MCB to house appropriate nos. of MCBs.(The One Thousand One

229 1 DBs should be used of same company of MCB to be used) suitable for No. 1,141 Hundred Forty One

(b) sheet steel double door (IP-43) Rupees Only

(iv)12 way One Thousand Four

230 1 No. 1,478 Hundred Seventy

Eight Rupees Only

(B) three phase incoming and single phase horizontal type outgoing Per phase Three Thousand

isolation type (PPI) Three Hundred

(b) sheet steel double door Seventy Nine Rupees

(iii)8 way Only

Providing & erecting 415V MCB Four Pole Switch for Lighting Load (B curve) having

10KA breaking capacity & confirms to IS :8828 in existing box having following Five Hundred Seventy

capacity Three Rupees Only

(a) 6 to 32 Amp.

Name of Work : Development of Bus Depot at Tragad, Ahmedabad

Document :Schedule B

It. No. Item Description Unit Estimated Amount

In Figure In Words

providing and erecting Approved make RCCBs conforming to IS: 12640 and having

sensitivity of 30 mA and Short Circuit withstand capacity of 10 KA and suitable for

One Thousand Nine

operation on single phase 240 V,50Hz. having characteristic of quick action & tripping

233 3 No. 1,950 Hundred Fifty Rupees

with all advance feature & do not incorporate any electronic component. for following

Max. rating erected as directed

Supplying & erecting approved make RCCB + MCB (Electro magnetic type only)

working on residual current device having 10 KA short circuit breaking capacity and

30 mAmp. Sensitivity & 30 mili sec. tripping time conforming to IS 12640 test knob

One Thousand Seven

facility trip free mechanism operating for rated leakage at nominal ten volt, complete 1,798 Hundred Ninety Eight

erected including all materials lugs screws etc. completed.

[a] 6A / 10A / 16A / 20A / 25A 2 pole single phase

providing and erecting Miniature circuit breaker single pole 6A to 25A suitable to

One Hundred Eleven

235 34 operate on 240 V A.C. system and having breaking capacity 10 KA to be erected in No. 111

existing box. confirming to IS 8828/1996 with ISI Mark (Cat.III)

Point wiring for Light / Bell with 2-1.5 sq.mm & earth wire of 1.5 sq.mm (Green) both

are of ISI marked 1.1 KV grade FRLS PVC insulated multi strand copper wires up to

10 mtr length , in below type of pipe erected with 6A Modular type switch / bell push &

accessories and earth continuity of following type, erected on PVC / Metallic/Wooden

Four Hundred Eighty

236 21 box, single mounting base frame covered with textured/metallic/white front plate No. 481

modules erected on / in wall / ceiling as per pipe erected, with necessary Lamp One Rupees Only

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

Point wiring for Tissino / Modular secondary light point with 2-1.5 sq.mm & earth wire

of 1.5 sq.mm (green) both are of ISI marked 1.1 KV grade FRLS PVC insulated multi

strand copper wires, in below type of pipe to be erected complete with earth

continuity and necessary connection with primary light with accessories erected on

Metal / PVC / wooden box covered with 3 mm thick PC(Polycarbonate) / Acrylic sheet One Hundred Sixteen

237 21 for open / concealed wiring. with necessary Lamp holder / ceiling rose / No. 116

H.D.Connector as directed. Note:- Maximum up to 6 mtrs

length, excess will be considered as Mains for Secondary Point.

(f) with medium class Rigid PVC pipe and accessories erected concealed in

wall/ceiling complete Cat. III

Point wiring for FAN with 2-1.5 sq.mm & earth wire of 1.5 sq.mm (Green) both are of

.ISI marked 1.1 KV Grade FRLS PVC insulated multi strand copper wires up to

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

Six Hundred Sixty

238 10 accessories with earth continuity of following type erected on PVC / Metallic/Wooden No. 668

box, single mounting base frame covered with textured/metallic/white front plate Eight Rupees Only

modules erected on / in wall / ceiling as per pipe erected. with necessary ceiling rose /

H.D.Connector as directed. (f) with medium class Rigid PVC

pipe and accessories erected concealed in wall/ceiling complete Cat. III

Point wiring for Individual Plug with & earth wire of 1.5 sq.mm (Green) both are of ISI

marked 1.1 KV grade FRLS PVC insulated multi strand copper wires up to 10 mtr

length, in below type of pipe erected complete with Modular type switch & 5 pin Plug

erected on PVC / Metallic/Wooden box covered with appropriate front plate modules Five Hundred Five

239 3 erected on / in wall / ceiling as per pipe erected with following type of accessories. [I] No. 505

For 6A Plug and 6 a switch with 2-1.5 sq.mm Cu. Wire from nearby switchboard/mcb

db board (f) with medium class Rigid PVC pipe and accessories erected concealed in

wall/ceiling complete Cat. III

[III] For 16A Plug and 16 amp switch with 2-4 sq.mm Cu. Wire with 2.5 sq.mm (

Eight Hundred Sixty

240 6 green) earthing wire from mcb db board. (f) with medium class Rigid PVC pipe and No. 863

Three Rupees Only

accessories erected concealed in wall/ceiling complete Cat. III

Point wiring for on board Looped Plug with 6A Modular type switch & 5 pin socket

erected on PVC / Metallic/Wooden box, single mounting base frame covered with Two Hundred Fifty

textured / metallic/white front plate modules erected on / in wall / ceiling with Five Rupees Only

following type accessories. Cat. III

13.0 Light Fixtures & Fans:

Supplying, erecting, connecting, testing and commissioning of Following type LED Two Thousand One

242 32 Light Fixture with all necessary Hardware, Internal Wiring with Lamp,Ballast etc. all No. 2,185 Hundred Eighty Five

required accessories Complete in all respect. Rupees Only

Any kind of LED Light fixture with basic rate Rs.1500 Type A

Any kind of LED Light fixture with basic rate Rs.3000 Type B Four Hundred Rupees

Supply, Installation, Testing and Commissioning of suitable sweep, BEE 5 Star rated,

Ceiling fan with Brush Less Direct Current (BLDC) permanent ferrite magnet Motor,

class of insulation: B, Rust free 3 nos.Aluminium blades, 2 nos. canopies, shackle kit

with earthing provision, copper winding, Power factor not < 0.9, Service Value

(CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM,230v (tolerance Two Thousand Eight

244 10 as per IS : 374-2019), THD < 10%, with remote unit for Speed Control and all No. 2,857 Hundred Fifty Seven

remaining accessories including safety pin, nut bolts, washers, temperature rise = 75 Rupees Only

degree C (Max.), suitable for 140 to 285 Voltage and rectifier circuit with surge, over

current and overload protection , 50 Hz, Single phase AC Supply, earthing etc.

Complete as required.[ Make shall be approved by Engineer in Charge]

(B) 1200 mm Sweep (48")

Supplying & erecting single phase approved make industrial exhaust fan suitable for

medium duty ring mounted low noise operation suitable for medium duty having

245 6 No. 3,306 Three Hundred Six

following dia size and maximum speed in RPM

[D] 450 mm dia 900 RPM .Cat.II

Name of Work : Development of Bus Depot at Tragad, Ahmedabad

Document :Schedule B

It. No. Item Description Unit Estimated Amount

In Figure In Words

STREET LIGHT POLE

Supply & Installation of GI Pole made out of B CLASS ERW G.I. PIPE for road having

Height - 6 metre having thickness of minnimum 4.0 mm, shall 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 door with welded chain between pole and hinged door with Allen key

require to access the integral junction box, Fabrication work complete in all respect as

per given detail with one coat of zinc oxide complete in all respect as per Drawing.

Rate shall be including two coats of PU paint of shade as per drawing or as directed

by Architect and spiral earthing approx 2 mtr length of GI wire. ( effective length should Forty Nine Thousand

Four Hundred Twenty

246 9 be 8000 above FFL) (Sample to be approved ) No. 49,429

1) with necessary 1 Nos 6 way connector, 1 Nos. 2A SP MCB with din rail Nine Rupees and

channel, 8mm thk. Hylem sheet, 12x2 mm thk. GI Patti Clamp, with necessary Forty Five Paise Only

required hardware, necessary welding & Fabrication work (if required) complete in all

2) 40 mm diameter GI pipe for each cable entry .

3) Wiring up to the light fixture from the junction box using 3nos. x 1.5 sq.mm.flexible

copper wires of specified make for each fixture.

4) Concrete foundationwith base plate.

5) Excavation for erection of poles as per drawing complete in all respect.

6) Pole Numbering to be carried out by contractor as instructed by Site in charge as

per Client's requirement.

7) Necessary fabrication required to mount Sign board on Pole

Supplying, erecting, testing, commissioning approved make M.S. Polygonal High Mast

Pole having following general Specification.

(a) Polygonal Section fabricated from M.S. Plate confirms BSEN 10025 & Hot deep

galvanized minimum 65/86 micron (as per IS 2629 /1985) Lantern carriage with ring

and rubber lines for erection of luminaries of suitable site.

(b) Maximum telescopic section not more than four

(c) Double drum gear pipe motorized winch with 6mm dia S.S. Rod (For 16 mtr and

(d) Approved make L.E.D. aviation light = 1 No. Lightening arrestor = 1 No. with

necessary wiring of 2.5 sq.mm 5 core ISI copper cable Unarmoured.

(e) Bottom most section suitable for mounting reversible motor and switchgears One Lakh Seventy

One Thousand Three

247 8 having door not more than 1400mm x 300mm with waterproof gasket & hinges & No. 1,71,375

locking arrangement. Hundred Seventy Five

(f) Pole structure comprises suitable size of reversible motor, cable and necessary Rupees Only

switchgears with control panel.

(g) bottom section shall have suitable size of thickness supports ribs foundation bolts

(h) Item not comprises the cost of lanterns.

(i) Necessary Cement Concrete foundation as per IS including testing &

commissioning of the entire structure for following size of High Mast poles

[3] High Mast 16 Mtr. TOP A/F 150 mm, BOTTOM A/F 450 mm, No. of Sec. No. -

Bottom Thickness - 4 mm, Top Sec. 3 mm, Size of Base Plate - dia.560 mm x 20 mm

thick, Foundation Bolt Size M24 x 880 mm, Qty - 8 Nos., Suitable for mounting Fitting

of Light - 8 Nos.

[A] Single Arm bracket 1 Mtr Six Hundred Eight

Any kind of LED Light Fixtures suitable for mounting on Highmast Any kind of LED

Twenty Five Thousand

Street Light Fixtures type - C ( with Basic Rate of Rs.22000/-)

249 62 No. 25,760 Seven Hundred Sixty

Light Fixture to be selected by Architect .

Sample to be approved before Mass production.

Any kind of Decorative LED External / Street Light Fixtures type - D ( with Basic Rate

Ten Thousand Eight

250 2 No. 10,810 Hundred Ten Rupees

Light Fixture to be selected by Architect .

Sample to be approved before Mass production.

Supplying & erecting 32 Amp 10 KA ‘C Curve’ single pole MCB with 32 Amp. Plug Nine Thousand Two

251 4 socket, company fabricated powder coated sheet steel enclosure erected as directed No. 9,202 Hundred Two Rupees

with connection. [A] Metal Clad Socket with metal clad top Only

SITC of 260mm x 160mm x 98 mm Water tight junction box (equivalent to Hensel Two Thousand Four

make Cat No. KF 9255) having Degree of Protection IP 67 with 1 Nos. 6 way terminal Hundred Ninety Nine

suitable up to 16 Sq.mm with necesssry accessories with din rail channel complete in Rupees and Twenty

all respect. Three Paise Only

SITC of 98mm x 98mm x 61 mm Water tight junction box (equivalent to Hensel make

Eight Hundred Twenty

Cat No. KF 9045) having Degree of Protection IP 67 with 1 Nos. 6 way terminal

253 4 No. 825 Five Rupees and Eight

suitable up to 4 Sq.mm with necesssry accessories with din rail channel complete in

Supplying and erecting approved make online Un-interruptible Power Supply system

comprising flat cum-boost charger with IGBT base rectifier & Inverter & sealed

maintenance free SMF batteries. The charger having operating capacity for input 160- Forty Seven

270V AC & inverter having output 230V,50 Hz Ac with 0.8 load power factor with Thousand Four

254 1 battery, over/under voltage output with over load & short circuit protection equipment. No. 47,425

Hundred Twenty Five

The system housed in CRC sheet duly powder coated paint with following power Rupees Only

backup.with MS painted batteries stand, 10% Overload capacity for momentary load.

(B) 2KVA with 1Hr Backup

Supplying and fixing of following sizes of medium class PVC conduit along with

accessories in surface/recess including cutting the wall and making good the same in

255 366 MTRS 36.00 Thirty Six Rupees Only

case of recessed conduit as required.

Name of Work : Development of Bus Depot at Tragad, Ahmedabad

Document :Schedule B

It. No. Item Description Unit Estimated Amount

In Figure In Words

Providing & laying approved make Double walled corrugated pipes (DWC) of

polyethylene(conforming to IS 14930 II )with necessary connecting accessories of

Seventy Two Rupees

256 100 same material at required depth for laying of cable. below ground / road surface for MTRS 72.00

enclosing cable.

50 MM OD DWC Pipe

CAT6 UTP Components for CCTV

Supply and laying of specified make Cat 6, UTP solution to ensure support for

Mbps/90 W up to

200 m, 1 Gbps/90 W up to 150 meters and 10 Mbps/90 W up to 250 m. in prelaid

Two Hundred Eight

PVC conduits / pipes / raceway, but without the cost of raceway or pipe. (The cable is

257 915 MTRS 208.33 Rupees and Thirty

to be drawn from individual workstation/device/desktop area to the central

communications/server room. Terminations to be carried out in any intermediate

wiring closets/telecom closets by way of racks/MDF/IDF), as per technical

specification etc. as required.

Supply, Installation, Testing & Commissioning of RJ-45 Connector Five Hundred Forty

Eight Rupees and

Twenty Two Paise

Networking Enclosures

Supply, Installation, Testing & Commissioning of 15U (600W X 600D)MM Wall mount

Sixteen Thousand

closed rack with front glass door, fan tray on top, perforated rear doors, keyboard tray

Seven Hundred Eighty

259 2 with shelf. Casters & 2 nos vertical power strip with std, as per technical specification NOS. 16,789.48

Nine Rupees and

etc. as required.

Forty Eight Paise Only

Supplying , fabricating and installation of various sizes SS race way / junction

boxes/clamps/ hangers / enclosure for ELV Fixtures/ for cable trays / Base for Display

mounting / Flange for Display etc. made out of 14 gauge sheet/Angle/Flat/rod/

channel/box section etc with all necessary accessories like bend, junction boxes, Four Hundred Fifty

coupler, supporting clamps, elbows, hardware, anchor fasteners complete with Two Rupees and

Cutting, welding, grinding, finishing necessory grouting,cementing, plastering etc.. All Twenty Eight Paise

the necessary fabrication required will be included in the scope of contractor. Scope Only

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.

Network Active Components

Supplying, installtion, testing and commissioning of Industrial Grade Layer 2 Fully One Lakh Fifty Four

Managed 8 Ports Gigabit Switches, 8 x Gigabit RJ-45 PoE / PoE+ ports, 2 x 1G SFP Thousand One

261 3 ports, -40° to 70° C operating temperature, Up to 240W PoE Budget (PoE modules NOS. 1,54,189.13 Hundred Eighty Nine

only), with Minimum 7 years replacemenet warranty from day 1 as per technical Rupees and Twelve

specification etc. as required. Paise Only

Supply, Installation, Testing & Commissioning of IP Network TDN Low-Light IR Bullet

Camera, 1/2.7" CMOS or better, 4 MP (2560 × 1440)@ 25fps, Min. Illumination :

Color: 0.005 Lux @ (F1.6, AGC ON), B/W: 0 Lux with IR, 120dB True WDR, triple

stream, 2.8 to 12 mm motorized focus and zoom lens, BLC, HLC, 3DNR, Privacy Twenty One Thousand

Mask, IR LEDs Smart IR with upto 40m IR distance, Dual channel Audio Two Hundred Forty

262 6 G.711a/G.711u/AAC, 256GB SD card support, Alarm: 1 In/ 1out, PoE, H.264 High NOS. 21,243.84 Three Rupees and

Profile and MJPEG, Inbuilt analytics Supports Line crossing detection, intrusion Eighty Three Paise

detection,Motion detection, video tampering alarm, exception, PoE Class 3 and 12V Only

DC, IP 67, IK 10 vandal proof, Certifications: ONVIF Profile S compliant, UL, CE, FCC

& RoHS certified, as per technical specification etc. as required.

Supply, Installation, Testing & Commissioning of IP Network TDN Low-Light IR Dome

Camera, 1/2.7" CMOS or better, 4 MP (2560 × 1440)@ 25fps, Min. Illumination :

Color: 0.005 Lux @ (F1.6, AGC ON), B/W: 0 Lux with IR, 120dB True WDR, triple

stream, 2.8 to 12 mm motorized focus and zoom lens, BLC, HLC, 3DNR, Privacy Seventeen Thousand

Mask, IR LEDs Smart IR with upto 40m IR distance, Dual channel Audio Eight Hundred

263 2 G.711a/G.711u/AAC, 256GB SD card support, Alarm: 1 In/ 1out, PoE, H.264 High NOS. 17,817.41 Seventeen Rupees

Profile and MJPEG, Inbuilt analytics Supports Line crossing detection, intrusion and Forty One Paise

detection,Motion detection, video tampering alarm, exception, PoE Class 3 and 12V Only

DC, IP 67, IK 10 vandal proof, Certifications: ONVIF Profile S compliant, UL, CE, FCC

& RoHS certified, as per technical specification etc. as required.

Supply, Installation, Testing and Commissioning of 4MP IP PTZ camera, 1/1.8”

Progressive Scan CMOS, 32x optical zoom, H.265, 200M IR, Built-in micro SD card

slot with loaded 256GB Card (Encrypted Storage), 5.9 mm to 188.8 mm,IP66/IK10, One Lakh Fifty One

Smart IVA, Basic Event Motion Detection, Alarm Input, Alarm Output, Video Thousand Four

264 5 Tampering, Detection, Exception Smart Event Face Detection, Intrusion Detection, NOS. 1,51,447.99 Hundred Forty Seven

Line Crossing Detection, Region Entrance Detection, Region Exiting Detection, Object Rupees and Ninety

Removal Detection, Unattended Baggage Detection, BIS, UL, CE, FCC, with required Eight Paise Only

mounting accessories as per ther site requirement from OEM Only as per technical

specification etc. as required.

Supply, Installation, Testing and commissioning of 16 Channel NVR,

Fifty One Thousand

H.265+/H.265/H.264+/H.264 video formats , Up to 4 SATA interfaces for HDD

Three Hundred Ninety

265 1 connection (up to 18 TB capacityper HDD), Up to 256 Mbps incoming bandwidth and NOS. 51,396.38

Six Rupees and Thirty

256 Mbps outgoing bandwidth,as per technical specification etc. as required.

Seven Paise Only

Supply, Installation, Testing & Commissioning of 18 TB Enterprice Level SATA-II Forty Four Thousand

Harddisk for Recording Storage, as per technical specification etc. as required. Eight Hundred Eighty

Sixteen Paise Only

Name of Work : Development of Bus Depot at Tragad, Ahmedabad

Document :Schedule B

It. No. Item Description Unit Estimated Amount

In Figure In Words

Supplying, installing, testing and commissioning of 65-inch, LED Panel, 16:9 Aspect

Eighty One Thousand

ratio, 350 cd/m2 Brightness, Anti-glare panel surface with viewing angle 176 degree,

Two Hundred Six

267 1 4K pixels resolution, Video Input Interfaces : HDMI Type A Connector x 2, Mini D-sub NOS. 81,206.27

Rupees and Twenty

15-pin x 1, 20 Watt Built in Speakers with wall mount bracket as per technical

Seven Paise Only

specification etc. as required.

Total Tender Amount Rs.

I/We am/ are willing to carry out the work @ _____________ % Above / Below ____________ Percentage

(Should be written in Figures and Words) of the Estimated rates mentioned above amount of my/ our Tender work out as under.

Estimated Amount Estimated Amount

Put On Tender Rs. __,__,__,___.00 Put On Tender Rs __,__,__,___.00

Add % Rs Deduct % Rs.

Total Rs. Total Rs.

(In Words (In Words

Stamp With Signature Of

Stamp With Signature Of Contractor Deputy Transport Manager, AMTS