Development of Road from Ognaj Circle to Rishi Dadhichi Bridge in Ahmedabad Municipal Corporation, Ahmedabad

Development of Road from Ognaj Circle to Rishi Dadhichi in Ahmedabad

Municipal Corporation, Ahmedabad.

PART-A [CIVIL WORK + PLUMBING WORK]

Development of Road from Ognaj Circle to Rishi Dadhichi in

Ahmedabad Municipal Corporation, Ahmedabad.

PROJECT NAME:- DEVELOPMENT OF OGNAJ TO RISHI DADHICHI PRECINCT AT AHMEDABAD

SCHEDULE 'B' - PART - A (Civil Work)

Memorandum showing items of works to be carried out :

Sr. No. Description Unit Total Quantity Total Amount

Sr. No. Description Unit Total Quantity Total Amount

EARTH WORK & CARRIAGE OF MATERIAL

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

before execution.

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

structures and surrounding if any.

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

protect the foundation of the existing structure and building without any extra

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

while execution in underwater condition if required.

1 Excavation for all kinds of soil Cum 36568.00 261.73

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

the excavated soil, sorting and stacking of useful material, dressing of the

sides, ramming of bottom, and disposal of surplus excavated earth for all

lead within campus area and lift up to 1.5 mt depth, etc complete as directed

by engineer-in-charge. In case of excavation for pipe, cable, any services

trenches, making base for road work, pavement works walkway, etc, proper

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

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

2 Filling available excavated earth (excluding rock) Cum 13587.00 130.39

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

foundations, plot filling, etc. in layers not exceeding 20cm in depth, with

optimum moisture content to give at least 95% of the maximum dry density

(proctor density) including watering, ramming and compacting by any means,

including transportation, loading, unloading, screening, passes etc. all

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

directed by the Engineer-in-charge

3 Excavation of asphalt pavement Sqm 15949.00 71.81

Excavation of asphalt pavement/ concrete pavement including demolishing of

asphalt carpet/ concrete surface, including all sub layer, disposal all material

for all lead and lift as directed by Engineer in charge.

a) up to 0.20m thickness

4 Excavation of asphalt pavement Sqm 11165.00 179.54

Excavation of asphalt pavement/ concrete pavement including demolishing of

asphalt carpet/ concrete surface, including all sub layer, disposal all material

for all lead and lift as directed by Engineer in charge.

a) 0.20m to 0.30m thickness

5 Excavation of asphalt pavement Sqm 4786.00 314.19

Excavation of asphalt pavement/ concrete pavement including demolishing of

asphalt carpet/ concrete surface, including all sub layer, disposal all material

for all lead and lift as directed by Engineer in charge.

a) 0.30m to 0.60m thickness

4 Bitumen Cutting Sqm 11003.00 290.83

Labour charge of cutting in bituminous pavement before fixing kerb stone.

Cutting to be done with heavy duty tandem cutting machine consist of

diamond blade. Minimum cutting depth shall be 20 cm from the finished level.

Cutting shall be perfectly in line. The width and depth of the removal of

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

Bitumen shall be carefully removed so that the cutting edge towards the road

shall not be disturbed. Bitumen and other debris shall be disposed for all lead

and lift at non objectional place and as per the direction of the engineer in

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

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5 Scarifying/Milling - Road surface Sqm 143887.00 86.46

Milling the existing bituminous pavement up to a depth of 100 mm by milling

machine in a single cutting depth to make a uniform surface without

disturbing the base, cleaning the milled surface as to avoid slippery including

all other incidential charges and other unforeseen charges etc. disposing of

all materials for at non objectionable place etc. complete as directed by

Engineer-in-charge.

6 Filling of sand Cum 18.00 460.19

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

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

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

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

7 Carriage of excavated earth/ gravel by mechanical transport including Cum 22981.00 38.44

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

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

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

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

a) beyond initial lead up-to 1.00 km

8 b) beyond initial lead up-to 2 Km Cum 22981.00 49.98

9 b) beyond initial lead up-to 3 Km Cum 22981.00 61.32

10 b) beyond initial lead up-to 4 Km Cum 22981.00 72.17

11 b) beyond initial lead up-to 5 Km Cum 22981.00 82.62

12 e) beyond 5.00 Km to 10 Km per 1 km per 114905.00 7.59

13 f) beyond 10.00 Km to 15 Km per 1 km per 114905.00 6.71

14 g) beyond 15.00 Km to 25 Km per 1 km per 229810.00 6.09

Total Carried Over to Summary

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PLAIN & REINFORCEMENT CEMENT CONCRETE WORK

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

to the Engineer in charge along with design calculations (if required) and

approved by the Engineer in charge. However, the Stability and compatibility

of shuttering shall be the responsibility of the contractor. Shuttering shall be

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

made for the above.

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

slush) while execution in underwater conditions. The contractor shall not

claim for dewatering if required.

3) Rate shall be inclusive of providing grooves, drip moulds, pockets, cut-

outs, etc., and co-ordination of insert sleeves, insert plate (cost of insert

sleeves/ plate shall be paid separately), encasing if any wherever required

while casting for all level all height.

8 Concrete (PCC) of grade - M15 Cum 16617.00 4543.74

Providing and laying in position Ready mix concrete/ batch mix concrete of

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

content as per approved design mix (Min cementitious level as per latest IS

456 shall be maintained) manufactured in fully automatic batching plant and

transported to the site of work in transit mixer for all lead having a continuous

agitated mixer, for reinforced cement concrete work including pumping from

transit mixer to site of laying; cost of admixtures in recommended proportions

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

workability without impairing strength and durability; finishing, compacting,

vibrating, curing, dewatering (if required), etc, including the cost of form work

(if required) and removal of formwork, dewatering (if required), etc. complete

for all level, all height/ depth and for all lead and lift and as directed by the

Ready mix concrete

Providing and laying in position Ready mix concrete/ batch mix concrete of

specified grade for reinforced cement concrete work, using cement content

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

be maintained) manufactured in fully automatic batching plant and

transported to the site of work in transit mixer for all lead having a continuous

agitated mixer, for reinforced cement concrete work including pumping from

transit mixer to site of laying; cost of admixtures in recommended proportions

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

workability without impairing strength and durability; finishing, compacting,

vibrating, curing, dewatering (if required), etc, excluding the cost of

Formwork and reinforcement, etc complete for all elements, all floors, all

level, any heights/ depths, any lead and lift as directed by Engineer Incharge.

9 Concrete of M 25 grade Cum 883.00 4902.10

10 Concrete of M 30 grade Cum 2298.00 5094.10

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.

11 Thermo-Mechanically Treated bars (Fe 500 D) Kg. 700277.00 76.21

CENTERING AND SHUTTERING

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Formwork using any type of suitable material and/ or proprietary system

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

proprietary formwork system to achieve a fair finished concrete with any

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

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

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

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

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

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

with the concrete surface shall be measured for payment without considering

No deductions in measurement shall be considered from the shuttering due

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

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

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

shall be paid for forming such openings

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

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

include the cost of form work.

The measurements shall be taken separately for the following item.

12 a) Form work for Foundations, footings, bases of columns, sides of the raft, Sqm 5268.00 268.36

13 b) Formwork for Columns, Posts, and Struts etc. Sqm 3224.00 395.62

14 c) Formwork for Wall Sqm 7646.00 327.21

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

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

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

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

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

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

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

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

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

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

15 d) Formwork for Slabs, Suspended floors, roofs, landings, balconies, and Sqm 2207.00 349.48

access platforms etc.

16 e) Formwork for beams, lintels, coping, girders etc. Sqm 4185.00 357.44

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17 Providing and fixing FRP moulds/centering/shuttering of approved make Sqm 50.00 1088.28

for any RCC elements (to be used for casting any type of concrete elements

in any shape/size) to give exposed quality fair/exposed finish// smooth

finish Concrete, including required supporting and propping all heights and

all level, etc complete as directed by the engineer in charge. FRP mould with

the required thickness shall be produced according to the concept design of

concrete elements. Shop drawing/ shuttering pattern drawing shall be

prepared by the contractor based on concept design. FRP

mould/centering/shuttering and thickness shall be approved before using it

for casting the RCC elements.

Mock-ups for all concrete work using FRP mould/ FRP shuttering (with

concrete & TMT, however Concrete & TMT for mock up work shall be paid in

relevant tender item, however FRP mould/ FRP shutering for mock up work

shall not be payable) to be prepared by the Contractor and approved by the

Architect before mass execution work. Required number of concrete work

mock up shall be prepared as per design intent using FRP mould/ FRP

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

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

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

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

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

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

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

drawing, etc in formwork. The surface area of elements shall be considered

for payment.The contractor shall get prior approval for the reuse of the

shuttering material for repetition from the Engineer in charge. This item shall

be operated after confirmation of the engineer in charge. 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.

Total Carried Over to Summary

18 Providing and laying Brick masonry works using common burnt clay bricks Cum 6930.00 4051.78

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

kg/Sq.cm in cement mortar 1:5 (1 cement: 5 coarse sand) in any shape, any

thickness including finishing, curing, scaffolding racking / flush jointing, etc.

complete for all level, all depth/height, as per drawing and as directed by

Engineer in Charge.

Total Carried Over to Summary

19 12-15 mm thick plaster Sqm 22309.00 176.58

Providing and laying 12 to15 mm thick single coat mala cement plaster on

masonry work/ concrete work in cement mortar (1 Cement : 3 coarse sand)

finished with trowel including making drip moulds, grooves forming pattas,

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

Engineer in Charge.

20 12 to 15 mm thick water proof Plaster Sqm 15839.00 184.87

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

finish cement plaster on sides of masonry work / block work / RCC work, in

any shape, in CM 1:3 (1 cement : 3 fine sand) and water proofing compound

of approved make in proportions recommended by the manufacturer,

finishing the surface wired finish/ smooth finish with a floating coat of neat

cement slurry for all floors, all height including hacking to RCC surface,

scaffolding, curing etc. complete as directed by engineer-in-charge.

Total Carried Over to Summary

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

acceptable VOC content as per Green Building Norms requirements and

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

mortar dropping and other foreign matter, preparing the surface even and

sand papered smooth etc, after applying every coat of putty and primer

3) Contractor shall furnish warranty paper, wherever applicable.

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

appearance without any extra cost.

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

6) Contractor shall prepare sample of minimum three shades as suggested

by engineer in charge for approval.

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

of scaffolding.

21 Acrylic emulsion paint with primer - Exterior grade Sqm 22309.00 147.76

Providing and applying 100% Acrylic Smooth exterior paint with exterior

primer of Two or more coats of paint including required number of priming

coat of exterior primer as per manufacturer's specification of approved make

and shade, having VOC (Volatile Organic Compound) content less than

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

heights all levels. Exterior paint and primer shall have minimum 7 years

22 Enamel Paint on Metal Surfaces Sqm 50.00 140.48

Providing & applying minimum two coats of enamel paint on all surfaces of

existing metal element/ member including proper surface preparation (i.e.

sand papering to remove existing paint, rusting, removing foreign matter, and

making smooth, etc), metal putty (if required), applying 2 coat zinc chromate

yellow oxide primer and minimum 2 coat of enamel paint of approved make,

shade, finish as per manufacturer's specification, all heights/ all levels/ all

shapes & sizes with all leads & lifts for existing work of any type of metal

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. railings, truss, purlin, grill, pole, foundation plate &

bolt, platforms, brackets, fencing pole, electrical elements etc of glossy, matt

finish, etc. complete. one side plan/elevation area of the Painted metal

elements shall be measured for payment.

Total Carried Over to Summary

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

VOC content as per GRIHA requirements and lead free.

2. Contractor shall prepare shop drawing base on concept design/ drawing

for any type of fabrication work and get approved. Contractor shall prepare

mock-up/ prototype (as suggested) as per approved shop drawing for

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

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

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

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

used for fixing.

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

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

be made on site with all precautions.

7. Contractor shall coordinate all services work (cut-outs and provisions) in

metal work. All cut-out and services provisions shall be finished at factory/

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

connect to avoid galvanic reactions.

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23 Structural steel work - Fabrication works - with paint Kg. 523065.00 158.47

Providing, fabricating, assembling, hoisting, erecting and fixing in position

structural steel work at all heights/ all levels/ all shapes & sizes with all leads

& lifts using any type of MS section like rolled steel sections, hollow sections,

plates, chequered plates, bar, sheet, rod, threaded bolt, railing etc. all

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

transom bar, bright bar in wooden door - window frame, railings, gates, grills,

bracings, foundation plate & bolt, support at truss system, truss, purlin, rafter

,cleat, platforms, brackets, fencing pole, signage pole, service elements, Jali,

clamp, logo etc. including straightening, cutting, bending, embossing, bolting

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

and as per detailed specifications (for materials & workmanship) including

profile cutting, smooth grinding, machining of edges/ faces, necessary

welding (electric arc welding) for required weld lengths and sizes, machine

drilling of holes for joining/ anchoring/bolting, necessary arrangements of

templates to keep the foundation bolts in position dry sanding, degreasing

(wet cleaning) & preparation of rust-free surface manually or mechanically,

metal putty to make the surface even and smooth, necessary scaffolding/

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

Contractor prepare shop drawing and get approved. The fabrication work

shall start only after approval of the fabrication drawings. Fabrication shall be

in a perfect Architectural workmanship manner and as provided in Section V

& VI of IS 800 & IS 7215. Contractor shall responsible against stability, safety

etc all complete, structural steel work as per approved make.

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

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

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

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

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

24 Extra for providing hydraulic bending to MS member (i.e. hollow Kg. 5232.00 46.91

sections, rolled steel sections, any type of plates, sheet, bar etc) of any

thickness any size as per drawing, for any type of steel structures like railing,

bus shelter, signage structure, gantry structure etc. including straightening,

profile cutting, bending (precision bending), etc all as per approved shop

drawings and as directed by Engineer in charge.

25 Extra for providing Hot dip galvanizing work confirming to IS 4759/ 2629/ Kg 523065.00 52.77

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

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

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

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

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

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

steel sections shall be paid for separately under relevant item.

26 Extra for providing and making CNC cutting on Any metal surface of any Sqm 510.00 938.49

type, any size, any shape etc as per design and drawing.

Contractor shall provide shop drawing based on design for approval. Work

shall be carried out as per approved shop drawing.

For payment purpose, out to out dimension of metal elements before CNC

cutting shall be considered for payment.

27 Sandwich panels for roofing Sqm 10.00 3299.62

Providing and installing prepainted "Sandwich panels" for roofing, as per

approved make. Panel skins shall be PPGL type, 35/250 profile sheet of

SMP coated of 0.5 mm thickness (TCT) for external and internal, light

profiled, at the bottom with guard film on both sides. The insulation core shall

be rigid PIR insulation of minimum density 40 Kgs/Cum and thickness of

mm minimum at the valley. The rate to include the cost of all necessary

accessories like fasteners, washers, stitch rivets, laps sealant and fillers,

gable and eaves flashing,ridge, using the same material as the panel skins,

sealing laps with sealant and exposed ends protected, as directed by

Engineer-in-charge. Approved colour and brand to be procured.

Measurements shall be considered as per installed area.

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28 Gutter Rmt 5.00 336.78

Providing and fixing pre-coated galvanized steel sheet roofing accessories

of total coated thickness 0.50 mm (base metal of minimum 0.45 mm

thickness with total coating thickness of 0.05 mm) with Zinc coating

grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy

primer on both side of the sheet and polyester top coat 15-18 microns using

self drilling/ self tapping screws complete :

Gutter (600 mm over all girth)

29 Perforated Aluminium Sheet Kg 100.00 872.03

Providing and fixing Polyester powder (minimum thickness of polyester

powder coating 50 micron) coated perforated aluminium sheet of approved

design/pattern, with approved standard section and fixed to the existing any

type of metal surface with welding/bolting/other approved fixing arrangement,

anchor, fastener, SS 304 screws required distance centre to center, PVC/

nylon separator complete as per requirement and direction of Engineer-in-

charge. (Only the weight of the panel before perforation is to be measured for

payment). The contractor Contractor shall prepare shop/ fabrication drawing

and get approved by Engineer-in-charge. Contractor shall responsible

against stability, safety etc all complete. Sample and mockup shall be

approved by Architect and Engineer in charge before mass production.

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

confirmation to approved sample as per mock up. Sample and mock shall

not be payble if rejected or casted in other location (not in scope of work

30 Tensile structure canopy Sqm 50.00 8791.34

Design, supply, fabrication and erection of steel structure and tesile

membrane panels with steel cables and GI corner fittings nuts and bolts and

associated accessories with membrane works. Membrane system shall

include membrane fabric of approved make, wire ropes and cables, shackles,

rigging screws, clamps and tensioning hardware. Rate shall be includes of

cost of cable, corner fixture/ hardware, anchor bolt. Entire work shall be

carried out by approved vendors. The structural design & drawings shall be

provided by the contractor including reaction forces drawings/ details and get

it approved by the EIC.

Contractor shall prepare shop drawing and submit along with design

calculation of the canopy and the supporting structure including foundations

for approval. Shop drawing shall be approved by Architect and Engineer in

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

The membrane shall be multi layer, PTFE coating & FEP sealing both sides

with glass yarns of 3/4 microns and type 2 of approved make with minimum

weight of 750 g/m2, minimum tensile strength - 4500/ 4500 N/5cm, minimum

tear Strength - 300/300 N. Fabric shall be high fire resistance with rating Euro

Class - Bs1, d0, DIN 4102 B1 with warranty of 15 years.

Boundary cables shall be of GI as per the design requirements. Corner

fittings shall be of epoxy primer coating and PU hard to coats. All nuts shall

be hot dip galvanized and bolts shall be (8.8 grade BS). Fabric welding shall

be high frequency heat welding. The tubular structure system with plate

connectors, pinion joints, etc. are to be provided.

Rate shall be inclusive of designing, providing and fixing canopy with all

material, labour, tools, equipments, scafolding etc but excluding the cost of

MS work and necessary civil work.

Plan area shall be measured for payment with out considering wastage.

31 SS perforated sheet Sqm 16.00 9104.80

Providing and fixing SS 304 grade 3mm thick perforated sheet for any type

metal elements as per design and drawing. Perforation shall be any size and

shape and made with CNC machine only.

Sheet shall be fixed with SS 316 grade screws on metal structure. Outer

most dimension of SS perforated sheet shall be measured for payment.

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32 Metal plank Ceiling Sqm 511.00 4164.53

Providing and fixing non perforated hook on, demountable aluminium plank

false ceiling system for external work of approved make of approved RAL

finish colour consisting of panel 300 mm wide x 30 mm deep x min 0.7 mm

thick with bevelled edges having panel length up to 3 mtrs aluminium panel

(without deflection) with aluminium alloy AA3105/3005, with interior grade

powder coated 80 micron coating thickness or coil coated on a continuous

paint line, double baked and roll formed for higher strength and good roll

forming characteristics.

System substructure consisting of form punched angles as a lateral grid

which is suspended pressure-rigid from the bare ceiling with M6 threaded

rods using approved dowel plugs. The angles are to be connected together at

the ends by means of longitudinal connectors. The spacing of the grid angles

is according to the requirements of DIN 18168 and DIN EN 13964 as well as

the loads of the system and are to be determined and checked by the

contractor. On the grid angles, Z-shaped carrier profiles are attached as

longitudinal profile with M6 bolts [secured against loosening. The longitudinal

connection of the Z-shaped carrier profiles are made by means of profile

connectors. The spacing of the Z-shaped carries profiles is to be matched

exactly to the spacing of the hook-in sides of the metal panels so that panels

rest tension-free in the system. Care is to be taken to ensure horizontal and

flush alignment.

Total Carried Over to Summary

EXTERNAL DEVELOPMENT WORK

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

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

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

thickness and approved by Engineer in charge prior to procurement.

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

of work and as approved by Engineer in charge.

4) Contractor shall apply Stone Impregnation primer/ sealer coat on back

side and all edges (after cutting and finishing of the stone as per size) of

stones of approved make. Stone Impregnation primer/ sealer coat shall be of

water based with pH value 7 to 10 in minimum two coat as per

manufacturer's specification and as directed by Engineer in charge. No extra

shall be paid for the same.

5) Contractor shall prepare and submit shop drawing for all kind of stone

work with sub base/ framing work/ fixing arrangement/ joinery with all

required fasteners and get approval from Engineer in charge.

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

approved by Engineer in charge before execution of work.

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

acceptable VOC content as per Green Building requirements.

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

including loading, unloading, stacking, transporting, hoisting, erecting by any

means (mechanical or manual).

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

laser cut/ CNC machine according to the design and shape for best

workmanship as per shop drawing.

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

finish or other as per specified.

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

Finish on any stone shall be as per satisfaction of Engineer in charge. If

required, final finish/ touch-up shall be executed at site as per direction of

Engineer in charge.

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

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

required provision, co-ordinate with all services work and making good etc

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

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33 Sub grade preparation and consolidation Sqm 104041.00 110.65

Preparation and consolidation of sub grade with power road roller of 8 to

tonne capacity after excavating earth to an required depth, dressing to

camber and consolidating with road roller including making good the

undulations etc. and re-rolling the sub grade and disposal of surplus earth

with lead up to 50 metres.

34 Embankment construction with selected approved good soil from any Cum 14736.00 580.50

source outside the site area at OMC to min. 95% proctor density by using

vibratory roller for compaction. The rate includes royalty charges for material,

transportation to site for all lead and lift, laying in max. 300 mm layers,

watering, rolling & compacting the same as per the specifications, drawings

and as directed by the Engineer-in-charge. Method statement shall be

prepared and submit to engineer incharge for confirmation before starting of

execution work.

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

conforming to required grade with required size of aggregate (respective as

per grade) having CBR Value as per respective grade specifications/crusher

run, mixing in a mechanical mix/mix in place method plant at OMC, carriage

of mixed material by tipper to work site, for all leads & lifts, spreading in

uniform layers of specified thickness with motor grader on prepared surface

and compacting with vibratory power roller to achieve the desired density,

complete as per MoRTH clause 401 and as directed by Engineer in charge.

35 Production & Supply of GSB (Crusher Run) Cum 1683.90 1780.63

36 Laying of GSB (Crusher Run) Cum 168.39 30.30

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 & lifts, laying in

uniform layers with mechanical paver finisher in sub- base / base course on

well prepared surface and compacting with vibratory roller to achieve the

desired density, complete as per specifications and directions of Engineer-in-

38 Production & Supply of WMM Cum 546.90 1994.75

39 Laying of WMM Cum 54.69 35.35

40 Primer Coat Sqm 36453.00 40.15

Providing and applying primer coat with cationic bitumen emulsion SS1 grade

conforming to ASTM GRADE on prepared surface of wet mix macadam

including clearing of GSB/Wet mix macadam surface with air compressor to

remove all loose material other foreign material. The primer shall be sprayed

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

or towed bitumen pressure sprayer, equipped for spraying the material

uniformly at a specified rate. No dilution or heating at site of SS1 bitumen

emulsion shall be permitted.

Dense Graded Bituminous Macadam (Providing, Carting and laying of dense

bituminous macadam with batch type HMP producing an average output of

75 tonnes per hour using crushed aggregates of specified grading, premixed

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

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

machine equipped with an electronic sensing device to the required grade,

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

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

compaction as per approved design mix .for Grading- I. (37.5 mm nominal

size) As per Morth 5th Revision..

42 Production of DBM as above (GRADE - I) VG-40 MT 10.00 2719.93

43 Carting of DBM from Plant to Paver Site. MT 10.00 140.39

44 Only Laying of DBM using hydrostatic paver finisher with sensor control to MT 10.00 277.75

the required grade, level and alignment, rolling with smooth wheeled,

vibratory and tandem rollers to achieve the desired compaction as per tender

specification in all respects.

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Dense Graded Bituminous Macadam (Providing, Carting and laying of dense

bituminous macadam with batch type HMP producing an average output of

75 tonnes per hour using crushed aggregates of specified grading, premixed

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

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

machine equipped with an electronic sensing device to the required grade,

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

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

compaction as per approved design mix .for Grading- II. (26.5 mm nominal

size) As per Morth 5th Revision..

46 Production of DBM as above (GRADE - II) VG-40 MT 787.50 2955.26

47 Carting of DBM from Plant to Paver Site. MT 78.75 140.39

48 Only Laying of DBM using hydrostatic paver finisher with sensor control to MT 787.50 277.75

the required grade, level and alignment, rolling with smooth wheeled,

vibratory and tandem rollers to achieve the desired compaction as per tender

specification in all respects.

49 Tack Coat Sqm 351168.00 9.74

Providing & applying Tack coat with VG-30 Grade bitumen using bitumen

pressure distributor at the rate of 0.20-0.30 kg/sqm on the existing

bituminous surface cleaned with Air Compressor etc complete.

50 Bituminous Concrete MT 10.00 3703.67

Bituminous Concrete (Providing, Carting and laying of bituminous concrete

with batch type hot mix plant producing an average output of 75 tonnes per

hour using crushed aggregates of specified grading, premixed with

bituminous binder VG-40 @ min. 5.2 % of mix, transporting the hot mix to

work site, laying with a self-propelled paving machine equipped with an

electronic sensing device to the required grade, level and alignment, rolling

with 8-10 tonne static weight or vibratory roller or with a pneumatic tyre roller

of 12 to 15 tonne weight to achieve the desired compaction as per approved

design mix. for Grading-I (19 mm nominal size) As per Morth 5th Revision.

51 Bituminous Concrete MT 19386.00 3746.09

Bituminous Concrete (Providing, Carting and laying of bituminous concrete

with batch type hot mix plant producing an average output of 75 tonnes per

hour using crushed aggregates of specified grading, premixed with

bituminous binder VG-40 @ min. 5.4 % of mix, transporting the hot mix to

work site, laying with a self-propelled paving machine equipped with an

electronic sensing device to the required grade, level and alignment, rolling

with 8-10 tonne static weight or vibratory roller or with a pneumatic tyre roller

of 12 to 15 tonne weight to achieve the desired compaction as per approved

design mix. for Grading-II (13.2 mm nominal size) As per Morth 5th Revision.

52 Asphalt painting on B.T. surface Sqm 175585.00 24.40

Providing and laying Asphalt painting on B.T. surface with bitumen grade

60/70 (VG-30) at the rate of 5 kg/ 10Sqm by mechanical sprayer and

spreading the stone dust on prepared surface at the rate of 0.03 cum/ 10Sqm

and rolling with smooth wheeled and pneumatic roller and brushing etc

complete as per relevant MoRTH clause and as directed by Engineer in

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53 CC Pavement - M 25 Cum 6821.00 7290.43

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

mixed concrete from batching plant. The ready mixed concrete shall be laid

and finished with vacuum dewatering process and Power floater treatment in

roads, pavements, platform, floors etc well compacted, mechanically vibrated

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

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

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

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

every 5m distance by grooving with mechanical saw within 48 hrs. Groove/

sawed joints/ longitudinal joints shall be made of 6mm width and 40 mm

depth min (1/3 rd depth of the pavement) as shown in the drawing. LDPE

sheet (min 125 gsm) shall be laid below pavement. The rate shall be

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

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

etc complete and as directed by Engineer in charge. Reinforcement if

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

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

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

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

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

54 CC Pavement - M 30 Cum 2399.00 7482.43

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

mixed concrete from batching plant. The ready mixed concrete shall be laid

and finished with vacuum dewatering process and Power floater treatment in

roads, pavements, platform, floors etc well compacted, mechanically vibrated

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

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

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

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

every 5m distance by grooving with mechanical saw within 48 hrs. Groove/

sawed joints/ longitudinal joints shall be made of 6mm width and 40 mm

depth min (1/3 rd depth of the pavement) as shown in the drawing. LDPE

sheet (min 125 gsm) shall be laid below pavement. The rate shall be

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

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

etc complete and as directed by Engineer in charge. Reinforcement if

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

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

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

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

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

55 Kotastone - 40mm thick - For Coping/seating on bench etc. Sqm 430.00 957.18

Providing & laying 40 mm thick machine-cut Kota stone of any finish (i.e.

polished finish etc), any shade (uniform), any size and any shape, for coping,

seating on bench in required design and patterns as per the drawings, laid

over up to 40 mm thick cement mortar 1:4 (1 cement : 4 sand) bedding, and

jointed with grey cement slurry mixed with pigment to match the shade

including making groove as per drawing, curing, exposed edge of stone shall

be with rubbing and polishing and champharing/ making pencil corner if

required, rounded corner treatment in even thickness and finished same as

slab finish as per drawing and as approved and directed by Engineer in

charge, Kotastone shall be used in single possible length/as per drawing for

coping / seating on bench. Rate shall be inclusive of Kotastone (as per

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

matching pigment,edge treatment, all labour etc complete.

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

considering any wastage.

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56 Granite Stone - 60mm thick - For Paving/ Flooring etc. Sqm 15.00 6613.58

Providing and laying 60 mm thick Granite stone of any type, any finished i.e.

polished,river wash, flamed finish, leather finish, linen finish, sandblasted

finish or similar finish in any shade (uniform), any size and any shape for

flooring, otta, pavement, tread of stair, Riser of stair similar works etc in

required design and patterns as per the drawings, laid over average 40 mm

thick cement mortar 1:4 (1 cement : 4 sand) bedding, side buttered with

cement mortar 1:2 (1 cement : 2 sand) including provision of groove of

minimum 5mm size, pointing, finishing and filling the grooves with cement

mortar and matching pigment as sample approved, including curing and

cleaning with wire brush to remove excess cement on the sides of stone up

to the satisfaction of the Architect and Engineer-in-charges etc. Granite shall

be used in single possible length for tread of stair. No mortar is to be visible

on the surface. Sample shall be approved before execution.

Rate shall be inclusive of granite (as per approved sample), fixed with

cement mortar bedding, cement slurry, matching pigment, all labour etc

57 Granite Stone - 40mm thick - For Paving/ Flooring etc. Sqm 15.00 4438.45

Providing and laying 40 mm thick Granite stone of any type, any finished i.e.

polished,river wash, flamed finish, leather finish, linen finish, sandblasted

finish or similar finish in any shade (uniform), any size and any shape for

flooring, otta, pavement, tread of stair, Riser of stair similar works etc in

required design and patterns as per the drawings, laid over average 40 mm

thick cement mortar 1:4 (1 cement : 4 sand) bedding, side buttered with

cement mortar 1:2 (1 cement : 2 sand) including provision of groove of

minimum 5mm size, pointing, finishing and filling the grooves with cement

mortar and matching pigment as sample approved, including curing and

cleaning with wire brush to remove excess cement on the sides of stone up

to the satisfaction of the Architect and Engineer-in-charges etc. Granite shall

be used in single possible length for tread of stair. No mortar is to be visible

on the surface. Sample shall be approved before execution.

Rate shall be inclusive of granite (as per approved sample), fixed with

cement mortar bedding, cement slurry, matching pigment, all labour etc

58 Granite Cobble Stone - 80mm Thick - Textured Finish Sqm 15.00 4299.37

Providing and laying 80 mm thick Granite cobble stone of any finished i.e.

hand punched, horned finish, natural finish etc or similar finish in any shade

(uniform), of size (approx. 100mm x 100mm) for flooring, pavement, etc in

required design and patterns as per the drawings, laid over average 40 mm

thick cement mortar 1:4 (1 cement : 4 sand) bedding, with joints, pointing

and finishing and filling the grooves of size 5 to 10 mm with Cement mortar

1:2 (1 cement : 2 sand) and matching pigment, including curing and cleaning

with wire brush to remove excess cement on the sides of stone up to the

satisfaction of the Architect and Engineer-in-charges etc. complete. No

mortar is to be visible on the surface. Sample and mockup shall be approved

by Architect and Engineer in charge before mass production. Architect

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

to approved sample as per mock up. Sample and mock shall not be payble if

rejected or casted in other location (not in scope of work area). Rate shall be

inclusive of granite cobble stone (as per approved sample), fixed with cement

mortar bedding, cement slurry, matching pigment, all labour etc complete.

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59 Precast Cement Concrete Paver Block - 60mm thick, M-35 Grade Sqm 37923.00 1076.71

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

finished, non-interlocking type, square/ rectangle shape paver blocks of

approved make, any sizes, any shade, any pattern, any color having 60 mm

thickness and minimum M-35 grade, machine made, factory finished for

footpath, parking areas, service lanes and other similar areas as mentioned

in the drawing Including providing and laying 50 to 80 mm thick average

bedding layer of coarse sand below paver block as per required grading and

specification. The laid paver block shall be mechanically compacted. The

work of the paving blocks shall be executed in line and level. The paver block

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

compacted and shall be re-laid if necessary. The actual laid area shall be

measured for payment without any wastage. The Sample and mock-up shall

be approved before execution. damaged block shall not be used in laying.

Sample and mock shall not be payable if rejected.

60 Precast Cement Concrete Paver Block - 80mm thick, M-40 Grade Sqm 15736.00 1150.59

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

finished, non-interlocking type, square/ rectangle shape paver blocks of

approved make, any sizes, any shade, any pattern, any color having 80 mm

thickness and minimum M-40 grade, machine made, factory finished for

footpath, parking areas, service lanes and other similar areas as mentioned

in the drawing Including providing and laying 50 to 80 mm thick average

bedding layer of coarse sand below paver block as per required grading and

specification. The laid paver block shall be mechanically compacted. The

work of the paving blocks shall be executed in line and level. The paver block

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

compacted and shall be re-laid if necessary. The actual laid area shall be

measured for payment without any wastage. The Sample and mock-up shall

be approved before execution. damaged block shall not be used in laying.

Sample and mock shall not be payable if rejected.

61 Pre-cast concrete kerb Cum 6552.00 13982.59

Providing & fixing Minimum M25 grade of customized, factory-made precast

concrete exposed finish/ fair finish kerb stones as per design intent 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) for all

joints of the kerbstones, curing, etc. complete. The rate shall also include

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

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

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

quality plastic sheet for protection against bituminous/ concrete work. The

rate shall include the joining, curing, finishing, protection etc complete as

directed by the engineer in charge. Actual installed kerb volume shall be

measured in payment.

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

as directed by the Engineer in charge. The loose sample of kerb and laid

mockup shall be approved by the Engineer-in-charge before mass execution.

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

confirmation to approved sample as per mock up. Sample and mock shall

not be 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.

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62 Precast elements for misc. items cum 598.00 14349.83

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

light pole cover, base of dustbin, saucer drain, coping, precast manhole

cover any type of foundations etc of approved make and as per sample,

including cost of required centring and shuttering and arranging precast

members in position with required joining arrangement, MS stud or

anchor/bolting with grouting etc complete all material, loading, transportation,

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

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

provide loosed sample of each elements at location suggested by engineer

incharge for review and approval from Engineer in charge before mass

preduction/ execution. Architect reserves right to reject part or all work of sub

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

Contractor shall prepare coordinated shop drawing for all elements with all

members including all services/other allied civil works provision and get

approval from Architect and engineer in charge.

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

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).

63 Terrazzo Sqm 50.00 5741.24

Providing, applying and polishing of self levelling type factory premixed

Terrazzo of approved make for Horizontal, Vertical, incliend, or any shape

with all exposed rounding edge or similar location, 10 to 12 mm thick in

approved base colour and with selected and approved coloured natural stone

aggregates including densification and sealing as per following :

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

other defects, if any found, proper repair work shall be carried out i.e.

grouting etc. Surface shall be in proper level.

2) provision of Aluminium divider Strips for joints as required

3) Primer application as per manufacturer's specification

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

with provision of groove

5) Proper curing as per manufacturer's specification

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

densifier as per manufacturer's specification

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

as per the sample approved and as per manufacturer's specification.

8) application of water resistant non film forming sealer of same manufacturer

as terrazzo pre mix, as a sealer for the polished surface.

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

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

The contractor shall submit construction methodology for the confirmation of

engineer in charge. Terrazzo applied area shall be measured for payment.

Loose sample for material and required number of mock-up for terrazzo work

to be prepared by contractor and got approved from architects prior to mass

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

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

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64 MS Cylindrical Bollard/ delineators Kg. 9040.00 185.44

Providing and placing in position MS Bollard / delineators of any size, any

shape, in required thickness as per drawing (factory made).

Bollard/delineators shall be made of MS section with base plate and bolts.

Bollard/delineators shall be finished with two or more coats of PU paint (min

60 DFT) of approved make and shade over two coat of anti-corrosive epoxy

base primer, as per manufacturer's specification. Retro reflective strips of

approved make shall be fixed on bollard/delineators after painting work as

Bollard /delineators shall be fixed on concrete base with required anchor

fastener, bolts, other accessories etc with required civil work.

Rate shall be inclusive of all material (MS work, PU paint, reflective tape,

fastener, accessories etc) but excluding the cost of required civil work (i.e.

excavation, filling, concrete base etc) as suggested by Engineer in charge.

65 Hume pipe for Tree Pit Rmt 1321.00 3149.33

Providing and fixing RCC NP3 class hume pipe of 750mm internal dia. and

required length in single piece or two circular half for tree pit shall be placed

in excavated pit as per drawing and as directed by engineer in charge. Rate

shall be inclusive of material, labour for cutting,excavation, placing in position

etc complete. After Execution of Tree pit, If it is filled with debries or C&D

waste due to any reason, It shall be removed without any extra cost before

filling garden soil in tree pit. Tree pit shall be filled with garden soil only

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

66 Hume pipe for Tree Pit Rmt 1327.00 3731.65

Providing and fixing RCC NP3 class hume pipe of 900mm internal dia. and

required length in single piece or two circular half for tree pit shall be placed

in excavated pit as per drawing and as directed by engineer in charge. Rate

shall be inclusive of material, labour for cutting,excavation, placing in position

etc complete. After Execution of Tree pit, If it is filled with debries or C&D

waste due to any reason, It shall be removed without any extra cost before

filling garden soil in tree pit. Tree pit shall be filled with garden soil only

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

67 FRP TREE PIT COVER: No. 2887.00 8270.49

Relevant specifications shall be followed as per BoQ item description. solid

tree pit cover around the tree pit using Fiber Reinforced Plastic (FRP).

FRP of approximate size from 600mm (Outer Dia.) up to 1250 mm (Outer

Dia.) and 40mm thickness with fixing arrangement with base structure of

approved make and shade, as per design intent including fixing as per

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

68 FRP Recessed Manhole cover No. 967.00 12552.33

Providing and Fixing heavy duty double seal FRP recessed Manhole cover

with frame of 40MT capacity, in matching shade of surrounding pavement

and design according to EN - 124:1994 of approved make and shade having

clear opening size of 600mm x 600mm and recesse depth upto 80mm with

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

lifting key with proper lifting arrangement. Frame shall be embedded in

concrete of required grade and top level of frame shall be flush with

road/surrounding level as per drawing and as directed by Engineer in charge.

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

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

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69 Perforated precast concrete drain cover: No. 504.00 2111.61

Supply and installation of 100 mm thick factory-made, machine-batched, and

machine-mixed perforated precast fair-finish RCC covers for drains/catch pits

of various sizes for any location as per drawing. The covers shall be made of

M-25 grade cement concrete and reinforced with 8 mm dia TMT bars of Fe

500 grade, placed at a maximum of 100 mm c/c in both directions. The

finished surface shall be treated with neat cement punning.

All edges of the covers shall be properly encased with a 1.6 mm thick,

mm wide MS sheet, painted with a priming coat. The reinforcement bars shall

be welded at the edges to the MS sheet. Two 12 mm dia bars shall be

provided for hooks, etc., including the cost of, cartage, all leads and lifts, and

handling at the site etc., all complete, as per the directions of The Architect

and The Engineer-in-Charge. A sample and mock-up shall be submitted to

the Architect and The Engineer-in-Charge for approved prior to execution.

70 FRP Gratings Sqm 10.00 4656.71

Providing and fixing high quality molded FRP gratings of drains, having

wheel load capacity of 3.0 ton as per IS 1726: 1991 and of approved design,

Make and shade. Grating shall be directly fixed on wall of RCC/masonry

channel as per drawing and as directed by Engineer in charge. Actual

installed area of grating shall be measured for payment without considering

71 Tactile flag stones Sqm 2700.00 1198.92

Providing and laying cement concrete tactile flag stones (for vision-impaired

persons as per the latest standards) of size as per design intent and 60 mm

thick, of an approved make and pattern. The flag stones shall have a water

absorption rate not exceeding 6% and conform to IS: 13801:1993. The

materials used shall include UV light-resistant colours from Lanxess, and the

stones shall be of an approved make, pattern, and shade, for outdoor floors

such as footpaths, plaza, multi nodal locations etc.

The tactile flag stones shall be laid on a 40 mm thick base of cement mortar

(1:4 ratio of cement to coarse sand) in all specified shapes and patterns. This

includes grouting the joints with white cement mixed with matching pigments,

as well as curing and finishing etc., complete, as per the directions of the

Engineer-in-Charge. Samples shall be submitted for approval by the

Engineer-in-Charge before commencement of the work.

72 SS tactile guilding strips: No. 5.00 375.42

Supply and installation of stainless steel 316 grade modular tactile guiding

strips on any type of floor. The strips shall measure 270mm x 25mm at the

top and 280mm x 35mm at the bottom, with a 5mm raised profile, of an

approved make. The design shall be in the required finish (such as linear

grooves, crosshatch diamonds, or carborundum insert) and confirm to the

“CPWD Manual on Accessible Built Environment.”

The strips shall be securely fixed using anchoring and grouting (drill and fited

with adhesive) or heavy-duty self-adhesive, as per the manufacturer’s

specifications, suitable for any kind of flooring. A loose and laid sample shall

be submitted and approved by the Engineer-in-Charge before execution.

73 SS tactile warning studs: No. 10.00 80.95

Supply and installation of stainless steel 316 grade modular tactile warning

studs on floors. The studs shall have a diameter of 25mm at the top and

35mm at the bottom, with a height of 5mm, of an approved make. They shall

feature a required finish, such as concentric rings, crosshatch diamonds, or

carborundum insert, and confirm to the “CPWD Manual on Accessible Built

The studs shall be of a solid type (not hollow back) and installed using

anchoring (drill and fit with adhesive) or heavy-duty self-adhesive, as per the

manufacturer’s specifications. They should be suitable for any kind of

flooring. A sample must be submitted and approved by the Engineer-in-

Charge before execution.

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74 Heavy duty FRC (HD35) manhole cover with frame: No. 443.00 3255.38

Supply and installation of heavy duty FRC (HD35) manhole cover with frame,

featuring a clear opening of either 600mm x 600mm or 600mm in diameter as

per approved make. The frame shall include a 100 x 2mm MS flat all around,

with a 16mm diameter plain round bar for lifting the cover, fitted with

approved plastic cups.

The upper periphery of the frame shall be protected with a 25 x 3 mm wide

MS flat, hot dip galvanized, and well embedded in concrete to protect the

edges. The frame shall be fixed with cement mortar or cement concrete,

depending on the site conditions, as per the approved drawings and under

the direction of the Engineer-in-Charge. A sample and mock-up shall be

submitted to the Architect and The Engineer-in-Charge for approved prior to

75 Dustbin: Set 528.00 26160.46

Providing and fixing in position metal dustbin (readymade factory product) for (dry + wet

external use, having capacity approximate (40+40) Litre (dry + wet) dustbin bin)

set of approved make and as per approved sample. Dustbin shall be

separate for Dry and wet waste with logo of client. Both bin of dustbin shall

have swing type arrangement for functioning of dustbin.

sample shall be approved by Architect and Engineer in charge before mass

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

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

mock shall not be payble if rejected or casted in other location (not in scope

76 Precast Planter No. 1064.00 14389.42

Providing, hoisting, and arranging in position precast exposed/ fair finish,

factory made concrete planter of approximate size 800mm x 600mm x

580mm (± 100mm) as per design intent and architect selection, of approved

make, made of minimum M-25 grade reinforced cement concrete.

The rate shall also include for erecting and fixing the planter in position as per

drawing, fixing, finishing,TMT reinforcement bar (if required) etc complete as

directed by Engineer in charge.

Contractor shall submit methodology for erection of planter and get approved

from Engineer in charge. Installed planter shall not have any damages.

Sample shall be approved by Architect and Engineer in charge before mass

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

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

mock shall not be payble if rejected or casted in other location (not in scope

77 Precast Bench No. 636.00 9384.77

Providing, hoisting, stacking and arranging in position Precast Bench of

approximate size 1500mm x 450mm x 380mm made of minimum M-25 grade

reinforced cement concrete as per drawing, Contractor shall submit

methodology for erection of precast bench and get approved from Engineer

in charge. Installed precast bench shall not have any damages. The rate

shall also include for erecting and fixing the precast bench in position as per

drawing, fixing, finishing,TMT reinforcement bar (if required) etc complete as

directed by Engineer in charge.

Sample shall be approved by Architect and Engineer in charge before mass

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

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

mock shall not be payble if rejected or casted in other location (not in scope

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78 Pre cast Cylindrical Bollard No. 3294.00 1986.77

Providing, hoisting, and arranging in position exposed fair finish, factory

made pre-cast bollard of approximately size 800mm high and 280mm Dia as

per design intent, of approved make, made of minimum M-30 grade

reinforced cement concrete.

The rate shall also include for erecting and fixing the bollard in position as per

drawing, curing, finishing, cost of excavation, base PCC M15 grade and finish

good, rendering (if required), transportation, loading and unloading charges,

etc complete as directed by Engineer in charge.

Contractor shall submit methodology for erection of bollard and get approved

from Engineer in charge.

Sample shall be approved by Architect and Engineer in charge before mass

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

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

mock shall not be payble if rejected or casted in other location (not in scope

79 Providing and applying 2.5 mm thick road marking strips (retro reflective) Sqm 38291.00 367.72

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 tank heater

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

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

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

of Engineer-in-charge and accordance with applicable specifications.

80 Supplying and fixing Cat Eye (Stimsonite) made out from Acrilo beautile No. 25792.00 375.72

sterine injuction high compressed molding with reflector made of MMC

(prismatic type of size as per design intent ) with each unit for fixing. (High

intensity grade)

81 Car stopper/parking block: No. 100.00 656.95

Supply and installation of car stoppers/parking blocks with minimum

dimensions of 550 mm (L) x 110 mm (W) x 100 mm (H), made from synthetic

plastic and rubber. The blocks shall include reflective tape for enhanced

visibility. They shall be fixed using SS 304 or zinc-coated MS screws, as per

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

82 Providing and erecting 2.00 metre high temporary barricading at site; Rmt 13116.00 1074.99

made of precated sheet/ MS panel with required MS fabrication work with

required civil work. Suitable arrangement shall be made to fix the barricading

to avoid from overturning by suitable arrangement. Stability of baricadding

shall be responsibility of contractor. The work shall be executed as per

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

arrangement for traffic diversion such as traffic signals during construction at

site for day and night, glow lamps, reflective signs, marking, flags, caution

tape as directed by the Engineer-in-Charge. The barricading provided shall

be retained in position at site continuously i/c shifting of barricading from one

location to another location as many times as required during the execution

of the entire work till its completion.

Rate include its maintenance for damages, painting, all incidentals, labour

materials, equipments and shifting required to execute the job. The

barricading shall not be removed without prior approval of Engineerin-

Charge. No extra rental will be given to the contractor in case of any delays

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

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

in charge before procurement/ fabrication of barricading and One time length

of the procured barricading shall be measured for payment. The rate include

providing barricading from start of work till completion of work i/c shifting.

The barricading provided shall remain to be the property of the contractor on

completion of the work).

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83 Barricading the entire break down or excavated area on rental basis using Rmt 150.00 80.79

wooden ballies / M.S.angles at max. 2.00 meter centre to centre, C.G.I.

Sheet, reflective paint / Board out side to avoid accident & for smooth traffic

diversion & movement including cautionary board etc. Item also includes for

making temporary sufficient nos of lighting arrangement through out the work

with necessary required arrangement. ..The same shall be removed after

completion of work. (Only for break down work from start to complete)

84 ACP sheet signage on any type of Pole : Sqm 303.00 8387.80

Providing, Making and fixing 4 mm thick ACP sign of any shape and size and

of approved make to be cut on CNC router cutting and smoothen all corners

and edges. Matter shall be cut in 3M High intensity prismatic Reflective vinyl

ASTM Type 4 and paste on it as per design and detail and as per

manufacturer's specifications. UV stabilized lamination (exterior grade) shall

be done on it. The ACP sheet shall be fixed with clamp and angle on new or

any type of Pole as per drawing. Content of sign shall be letters (in any

language), number, graphics/ maps, signs, arrows, etc. in any colour as per

design, drawing and approved by Architect and Engineer. All side of box shall

be covered with ACP sheet, but only one side elevation area shall be

measured and paid in sqm. Cost of MS Pole, MS framing and civil works

shall be paid as per relevant tender items. The rate shall also include cost of

scaffolding, drilling, fabrication, finishing, adhesive material, back and sides

plain cap sheet, fixing charges, etc at all height and all lead. The contractor

shall submit the drawings with as per concept design and do the sampling

and get it approved before execution.

85 Designing, providing, hoisting and fixing Precast concrete storm water Rmt 405.00 7625.25

drain (Approx clear size - 600mm W x 600 mm H) with perforated/ solid

precast cover (150 mm thick) of made of M40 grade self compacting

concrete and Fe 500/ 500D and of approved make. Precast drain and cover

shall have 10 T Axle Load and 25 T Wheel Load capacity.

Rate shall be inclusive of all material, loading, transportation, unloading,

tools, tackles, scaffolding, lifting accessories, machineries, installation in

proper line, level and gradient, for all level work, for all height/ depth,

complete and as directed by Engineer in charge.

Contractor shall provide sample of trench with cover as suggested by

engineer incharge for review and get approval from Engineer in charge

before mass production/ execution. Architect reserves right to reject part or

all work of sub standard or not in confirmation to approved sample as per

Contactor shall make connection with existing catch pit/ manhole and

integration with services. Design and execution of required structural

subbase details for all precast elements is part of contractors scope.

Excavation, base preparation work shall be paid in relavent tender items.

Actual installed length of trench with cover shall be measured for payment.

86 G.I. chain link fencing Sqm 7931.00 813.50

Supply and installation of G.I. chain link fencing with the required width, made

from G.I. wire of 4 mm diameter, PU painted, or PVC coated, to achieve an

outer diameter of not less than 5 mm. The mesh shall be in the specified

colour and shade, with approximate mesh size of 25 x 25 mm. The fencing

shall be reinforced with 2 mm diameter wire, and fixed using nuts, bolts, and

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

Necessary metal framing and civil works will be paid under their respective

Ahmedabad Municipal Corporation Page 20 of

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87 Cold Plastic Marking Sqm 6899.00 656.95

Providing and laying High Build Roll-On 2K Cold Plastic road marking

Material confirming to IRC-35-2015, Clause 2.4, roll on surfacing material a

solvent free, high build, two pack, seamless tough, skid resistant 1.5 to

mm thick white and any colour ( or as required ) based on gloss and colour

retaining acrylic cross linking resin system for cycle track, cycle symbol,

arrow, letter, or any other graphic of required size on any type of road, cycle

track , pedestrian crossing, stop Line, taxi track, cycle track or pavement

surface done with cold plastic of approved make and shade including

reflectorizing glass beads as per rquirement. Using special roller, wipers,

mixing agitator, fully automatic machine etc. The finished surface to be

levelled, uniform and free from oil, grease,dirt, and other foreign material etc.

Contractor shall prepare sample/ mockup of each types for review and

approval. Work shall be carried out as per approved sample/ mock-up. Actual

applied area shall be measured for payment. by applying this paint, the

surrounding element shall not be affected.

88 Epoxy-acrylic resin cycle track Sqm 6899.00 1515.10

Providing and laying a minimum of 2 coats of two-component water-based

rapid-drying epoxy-acrylic resin with solvent-free, two-component epoxy

primer in water dispersion approved, make, shade, finish, for cycle track,

cycle symbol, arrow, letter, or any other graphic of required size on any type

of road, cycle track , pedestrian crossing, stop Line, taxi track, cycle track

with minimum consumption of 0.15kg/sqm, and first coat should be acrylic

epoxy with approx density 1.45 (g/cm³); and other technical parameters as

per manufacturer's specification, for all heights/ all levels/ all shapes & sizes

with all leads & lifts, on high pedestrian traffic, sports surfaces, and cycle

lanes, both made of asphalt or concrete. The mechanical properties of the

coating, shall be with its high resistance to chemical products like de-icing

salts, oil, fuel etc. its application shall be made by any means as per

manufacturers specifications. Mock up 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. Actual applied area shall be measured

for payment. by applying this paint, the surronding element shall not be

89 Speed Brekars Rmt 2237.00 2639.53

Providing and fixing Speed Brekars of approximate size 750 mmx 250 mm x

75 mm with Load Capacity 50 MT of any design, any colour, any pattern, as

per approved sample, fixed on any type of pavement using Bolt with

chemicalas or other method as per manufacturer's specification and as

directed by the Engineer-in-Charge. actual installed length of speed brekars

shall be measured for payment.

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90 Rumble strips: Rmt 504.00 762.55

Supply and installation of rumble strips measuring 500 x 200 mm with a

minimum thickness of 15 mm, in any design, colour, or pattern such as

bottom design, chequered design, or anti-skid pattern, specifically designed

for enhanced road grip. The strips shall be as per the approved sample and

installed on the pavement following the manufacturer’s specifications and as

directed by the Engineer-in-Charge.

Total Carried Over to Summary

DISMANTLING AND DEMOLISHING

91 Dismantling of existing PCC work of any grade in any type of elements, Cum 100.00 1077.56

including tools, plants and scaffolding wherever necessary, sorting the

dismantled material, disposal of unserviceable material at non objectional

place and stacking the serviceable material with all lifts and leads as directed

by engineer in charge.

92 Dismantling of existing RCC work of any grade in any type of elements by Cum 100.00 1526.15

mechanical or manual means as suggested by Engineer in charge, including

cutting reinforcement, including tools, plants and scaffolding wherever

necessary, sorting the dismantled material, disposal of unserviceable

material at non objectional place and stacking the serviceable material with

all lifts and leads as directed by engineer in charge.

93 Dismantling of existing any type of masonry work in type of structure in Cum 100.00 1018.70

any thickness, with or without plastered or any type of wall lining work, in any

type of mortar including tools, plants and scaffolding wherever necessary,

sorting the dismantled material, disposal of unserviceable material at non

objectional place and stacking the serviceable material with all lifts and leads

as directed by engineer in charge.

94 Dismantling of existing any type of Steel Structures/ Metal works for all Kg. 1000.00 3.67

level including dismantling, cutting, dismembering all elements of structure by

any means as suggested by engineer in charge, earth work, base concrete

and making good the disturbed ground, stacking useful materials and

disposing off the unserviceable materials at non objectional place with all

lead and lift and as directed by Engineer in charge.

95 Removal of existing kerb stones of any type, any size, any thickness in Rmt 31972.00 44.89

required depth including removing kerb with base PCC including excavation

etc, disposal unserviceable material with all lifts and up to any lead at non

objectional place and stacking the serviceable material including loading,

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

96 Dismantling/ removing tiled, paved floors, stone floors with all required Sqm 31972.00 188.21

sub layers including disposal unserviceable material with all lifts and up to

any lead at non objectional place and stacking the serviceable material

including loading, unloading for all lead and lift and as directed by Engineer-in-

Transplantation of trees

Transplantation of trees with in a distance of all lead including excavation

around existing tree, pruning of branches, lifting, loading and transportation of

existing tree, digging pits for placing tree at new place, adding manure, sand,

fertilizer, hormones and bio fertilizer to it. Levelled and neatly dressed and

disposal of surplus materials from old existing and new sites to designated

place. Each tree should be firmly secured to the stake so as to prevent

excessive movement, flooding with water, treatment of roots, rope and gunny

bags as per direction of the Engineer in charge. T&P and all required

materials shall be arranged by the contractor and nothing extra shall be paid

on this account. Contractor shall take prior approval before execution.

Location of transplantation shall be as instructed by Engineer in charge.

97 Girth of trees upto 150cm. No. 300.00 10273.37

98 Girth of trees beyond 150cm No. 22.00 22866.10

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Total Carried Over to Summary

HORTICULTURE & LANDSCAPING

General Notes for Horticulture work: -

1) Variety of species shall be as per proposed planting palette in drawing.

2) Work shall be carried out as per BOQ nomenclature and as mentioned in

detail specification. No extra shall be paid other than BOQ items.

3) Sample and mock-up shall be carried out as suggested by Engineer-in-

charge for review and approval.

4) Work shall be carried out as per approved sample and mock-up.

5) Maintenance for 3 years after substantial hand over is inclusive in quoted

6) Rates of mortality up to maintenance period to be inclusive, in that

condition contractor has to replace the plant of same specification without

any extra cost.

7) For all kind of plantation, rate shall be inclusive of all necessary fertilizers,

natural compost, vermi compost, pesticides, termite, neem cake, neem oil,

castor oil, coco peat, perlite, etc.

8) Soil hips anywhere at the site shall be stored with the constant spraying of

water or covering with suitable net or other material as per the

recommendation of environmental consultation to reduce air pollution

through soil dust..

99 Soil Filling for Gardening/Plantation Cum 17986.00 898.90

Providing and laying good quality garden soil, obtained from outside which

can be useful for all plants as per specification. Garden soil shall be mixture

of 1 part Garden Sweet Soil : 1 part Coco Peat : 1 part Well Rotted Organic

Compost (1:1:1) including laying of soil in required quantity and in proper

slope as mentioned in drawing, watering, compacting and dressing etc.

complete, as directed in specifications and by engineer in charge.

Tree Plantation

Supplying, transporting, hoisting and planting well grown species for trees of

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

Rates of mortality up to maintenance period to be inclusive, in that condition

contractor has to replace the plant of same specification with out any extra

cost. Cost of excavation or tree pit shall be paid in relevant tender item.

Tree varieties shall be as per proposed planting palleted.

Rate are inclusive of maintenance for period of 3 years from date of

substantial handover.

Ahmedabad Municipal Corporation Page 23 of

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1. At the time of procurement, Tree stock shall be container grown, or bur

lapped with geo fabric and grown in sandy beds as per technical

2. Trees shall have a minimum girth as mentioned in the planting palleted.

3. The tree trunk shall be free of any damage caused by insect, fungal or viral

infestation and free from any physical damage or scarring.

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

abrupt changes in girth of the trunk.

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

species. The crown shall not be significantly deformed by wind, pruning

practices, pests or other factors.

6.Trees shall be single stemmed unless otherwise specified.

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

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

year and stage of growth of the tree species. Leaves shall not be damaged or

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

infestation and shall be uniform throughout the soil mix or growth media.

Container grown nursery stock shall have a well‐established root system

reaching the sides of the container to maintain a firm ball when the container

100 Tree Plantation - Category T1 (As per drawing) Each 2272.00 4450.51

101 Tree Plantation - Category T2 (As per drawing) Each 2230.00 3708.52

102 Tree Plantation - Category T3 (As per drawing) Each 792.00 3247.10

Shrub/ Hedge/ Ground cover/Grass plantation or other plants

Supplying well grown shrub plants/ Hedge plants and ground cover plants or

other plants of specified species and height proposed planting palleted in

specification and planting in planter/ on land with good soil, manure, sludge,

pesticide & insecticide/ anti termite, fertilizer etc. Plants shall be disease free

and fungus free in polythene bag. Plastic bags or pots shall be removed

carefully and soil around the roots shall not be dropped or disturbed much.

Shrub shall be plant @ average c/c depend on type of species as per palette.

Work shall be done as shown in the drawing or as directed and approved by

architect and engineer incharge. The ground coverage shall be dense and

uniform throughout the planting area. Rates of mortality up to maintenance

period to be inclusive, in that condition contractor has to replace the plant of

same specification with out any extra cost. Rate shall be for in to in area of

planter or ground area in square meter. Rate shall be for cost of shrub/

Hedge/ Ground cover, loading, transporting, unloading, surface prepration,

planting, pesticides, fertilizers, anti termite treatment, excavation, disposal of

any type of soil, watering, maintaining, replanting (if plant will be died) etc but

excluding the cost of soil, manure, sludge and it shall be paid in relevant

Shrub plants/ Hedge plants and ground cover plants varieties shall be as per

proposed planting palleted.

Rate shall be inclusive of maintenance for period of 3 years from date of

substantial handover.

1) Shrubs and ground covers shall be twin or multi‐stemmed, full and bushy.

The form or shape of the plants shall be typical to its species. Height of the

shrubs/ hedge and ground cover shall be as per proposed planting palette in

2) The size, colour and appearance of leaves shall be typical for the time of

year and stage of growth. The shrubs will be supplied in plastic bags with well

with well developed root system or injury caused by mishandling during

transportation.

103 Plantation - Category -S1 (As per Drawing) Sqm 5418.00 1828.76

104 Plantation - Category -S2 (As per Drawing) Sqm 2323.00 3677.71

105 Plantation - Category -H1 (As per Drawing) Sqm 5168.00 2149.63

106 Plantation - Category -G1 (As per Drawing) Sqm 15169.00 4372.54

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107 Providing and laying grasses established using rooted plant on prepared Sqm 1402.00 750.94

ground with proper level and ramming with tools wooden (Dhurmos) and

watering and maintenance more till the grass establish properly, as per

direction of Engineer-in-charge. Rate shall be inclusive of surface

preparation/ rough dressing/ Fine dressing/ ploughing of the ground and anti-

termite Treatment (vertically and horizontally) with the use of approved

pesticides (neem cake oil or similar as suggested and approved by Engineer

in charge as per specification and as per manufacturer’s recommendation,

fertilizers, but excluding the cost of good soil, sludge and manure, which shall

be paid in relevant tender items.

Grass varieties and c/c distance for planting shall be as per proposed

planting palleted.

Rate are inclusive of maintain ace for period of 3 years days from date of

substantial handover.

Rates of mortality up to maintenance period to be inclusive, in that condition

contractor has to replace the plant of same specification with out any extra

All steps have to followed by contractor as specified in specification for

proper establishment of grass.From surface preparation to after Grasses

establishment, all steps are inclusive in this item.

a) 600 mm procurement height (L As drawing )

Total Carried Over to Summary

Ahmedabad Municipal Corporation Page 25 of

PROJECT NAME:- DEVELOPMENT OF OGNAJ TO RISHI DADHICHI PRECINCT AT AHMEDABAD

SCHEDULE 'B' - PART - A (Plumbing Work)

Memorandum showing items of works to be carried out :

Quantity Rates Amount

With Labour Total Amount

With Labour Total Amount

Sr. No. Description Unit Cess Based on Based on R&B

R&B SOR and SOR and MR

CHAPTER- 23 WATER SUPPLY PLUMBING & SANITARY FITTING

108 Providing and fixing concealed center point to wall Rmt 839 166.86

ceiling & floor CPVC (SDR 13.5) PIPE having National

Sanitation Foundation (NSF) seal for potable water

of following dia. nominal bore tube fittings and

clamps including making good the wall, ceiling and

floor etc. complete.[A] 15 mm.

112 Providing, supplying, laying, joining and excavation D. I. pipes for following Rmt 3 1,516.01

nominal bore diameter with internal cement mortar lining including all taxes,

insurance, transportation, freight charges, octroi, inspection charges, loading,

unloading, conveyance to departmental stores, stacking etc., complete.(IS

150 mm Dia. DI K-7 class pipes

113 Manufacture, supply & delivery of Ductile Iron Flange socket spigot bends, Kg 3 149.48

tees, reducer or any other special as per BS-EN-545/1995 class-a series K12

suitable for use with D.I pipes manufactured as per IS:8329/1994 delivery of

special is to be made to GWSSB store or site of works any where in Gujarat

including all taxes, loading, unloading, stacking, insurance, insurance,

inspection charges, octroi etc. complete.

Socket & Spigot Type

80 to 300mm Dia

114 Flanged Ended Kg 3 156.55

80 to 300mm Dia

115 S.I.T.C of ISI mark CI D/F Sluice Valves as per IS:14846 (Latest Edition) of Nos 3 6,506.42

following class and diameter including all taxes, insurance, transportation,

freight charges, octroi, inspection charges, loading, unloading, conveyance to

departmental stores, stacking etc. Complete.

PN-1.6 With hand wheel/cap operated (PD type short body)

116 S.I.T.C of standard length ISI mark unplasticized PVC Pipes suitable for Rmt 3 929.20

potable water with ring fit joint including cost of ring as per IS specification

no.4985/1988 including all local/central taxes,tranportation, freight charges,

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

store and including cost of joining material.(A) 160mm

Ahmedabad Municipal Corporation PL-Page 1 of

Quantity Rates Amount

With Labour Total Amount

With Labour Total Amount

Sr. No. Description Unit Cess Based on Based on R&B

R&B SOR and SOR and MR

117 S.I.T.C of standard length ISI mark unplasticized PVC Pipes suitable for Rmt 3 208.06

potable water with ring fit joint including cost of ring, long radius 90 elbow as

per IS specification no.4985/1988 and needs to add holes in pipe including all

local/central taxes,tranportation, freight charges, octoid, inspection charges,

loading, unloading, conveyance to departmental store and including cost of

joining material.(A)75 mm

118 S.I.T.C of standard HDPE pipe saddle clamp is a fitting used to create a Rmt 3 151.50

branch connection from a main pipeline, typically made of ductile iron, PVC,

or HDPE pipes. Specifications include the material (Ductile Iron) and coating

(Fusion Bonded Epoxy), and fasteners (galvanized or SS bolts). Key features

are a rubber gasket for a secure seal, a range of sizes from DN40 up to

400mm, and working pressures up to PN16.(A)150x50 mm Saddle

119 Dismantling/ removing any type of water supply pipe line any diameter and Rmt 3 74.03

depth including excavation, removing of pipe, back filling, watering,

compaction, including tools, plants and scaffolding wherever necessary,

sorting the dismantled material, disposal of unserviceable material and

stacking the serviceable material with all lifts and leads as directed by

engineer in charge.

120 Repairing of existing utility service line if required and as directed by engineer Rmt 3 3,822.73

in charge. Rate inclusive of checking where leakage/ damage appear, cutting

of pipe, changing of pipeline including necessary fixtures, jointing pipe line

with maintaining existing slope of line, making good etc complete up to any

depth for any type of water supply line up to 150mm Dia. Excavation, back

filling and other necessary civil items shall be paid in relevant item

121 Connecting the collapsed water supply pipe line of following diameter as soon Nos 3 1,116.07

as possible bases, recovery including all allied works like carting necessary

pipe pieces from owner stores, cutting the fractured ends to proper shape,

pumping out water working in wet condition, working in at an unstructured

specific time of day or night etc. complete in any length.

130 DI to PVC connection Making/ Repairing Connection work for the Nos 3 841.69

following Dia. PVC pipe.

134 Making connection to the existing M.H.in running sewer including Dewatering No. 3 1,352.68

and other required machinery etc. of following Dia pipes at any

convenient time. All damaged work shall be well repaired as per

instructions. etc.. Complete.(a) 150mm Dia to 300mm Dia

Ahmedabad Municipal Corporation PL-Page 2 of

Quantity Rates Amount

With Labour Total Amount

With Labour Total Amount

Sr. No. Description Unit Cess Based on Based on R&B

R&B SOR and SOR and MR

139 Removing & relaying of existing CI/DI pipe line & Specials, Cleaning of pipe Rmt 3 71.71

& Specials from Inside, including excavation, refilling etc. comp. in line& level

with any type of joints as per instruction of engg. in charge.(A) 80 mm Dia

140 (B) 100 mm Dia Rmt 3 72.72

145 Labour Charges for repairing the joint leakage in the existing C.I./DI Pipe line Per Joint 3 429.25

with specials including required materials such as jute and lead etc

necessary excavation in any type of soil, refilling, necessary trust block etc.

comp. as per instruction of engg.in charge.(Joint repaired under this item

should not be paid in next four months under normal condition)(A) 80 Mm

Dia. to 100 MM Dia.

146 (B) 150 Mm Dia. to 250 MM Dia. Per Joint 3 505.00

147 Excavation for trail pit of maximum dimension of 1.5 mt x0.75 x 1.5 mt depth No 3 252.50

for location of existing line including excavation but excluding cost asphalt

cutting but including refilling, watering etc. comp as per instruction of Engg in

148 Labour Work for temp Jodan of existing line for running water supply No 3 303.00

including making collar between gap of pipe & jointing with jute & day after

removing all this as per instructed etc. comp as dire.

149 Cutting of existing pipelines of following diameters including carting of No 3 1,272.60

necessary specials from AMC store to site and from site to AMC store

(recovered materials) nace. labours for excavation, jodan & backfilling fitter,

supervisor, etc. complete. Rate also includes electric cutter, dewatering

pump fuel and transportation of machineries, chain pulley block if requires

working at an instructed specific time of day or night etc. complete.(A) 80 mm

160 P/F with lead joints the CI/MS fitting over cut ends of existing C.I/M.S. Pipes No 3 586.16

by prior jute caulking pouring lead and caulking against to finish properly. A)

Ahmedabad Municipal Corporation PL-Page 3 of

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Sr. No. Description Unit Cess Based on Based on R&B

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167 Providing, laying and jointing in true line and level U.P.V.C pipe (SCH - 40) of

following dia. including fittings of standard make as approved by Engineer - in

- charge. Pipe shall be fixed on the wall with the help of clamp at every

mm centre to centre or shall be concealed as directed including necessary

fittings etc. including testing of pipe and joints and fixing the same with

adhesive solvent, including cost of all materials. (As per Building SOR 2015-

Ahmedabad Municipal Corporation PL-Page 4 of

Quantity Rates Amount

With Labour Total Amount

With Labour Total Amount

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CHAPTER- 24 DRAINAGE & SEWERAGE ITEM

173 Providing laying (to level or slopes) and jointing reinforced concrete including Rmt 3 397.94

Excavation non-pressure pipes I.S. class NP3 of the following internal

diameter with collars and butt ends prepared for collar joints including testing

of joints complete.(A).150mm

193 Lowering, laying and jointing R. C. C. pipes in OPC Cement of following class Rmt 3 120.19

with Socket and spigot joints as per IS 458 -2021 including EPDM Rubber

ring as per IS 5382-1985 etc. comp. As Directed by Engineering in charge.(a)

300 mm Dia NP4 class

194 (b) 450 mm Dia NP4 class Rmt 3 172.71

195 (c) 600 mm Dia NP4 class Rmt 3 230.28

196 (d) 900 mm Dia NP4 class Rmt 3 343.40

Ahmedabad Municipal Corporation PL-Page 5 of

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With Labour Total Amount

With Labour Total Amount

Sr. No. Description Unit Cess Based on Based on R&B

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197 Manufacturing, testing, supplying, loading, transporting to worksite, Rmt 3 1,156.45

unloading R. C. C. pipes in OPC Cement of following class with Socket and

spigot joints as per IS 458 -2021 including EPDM Rubber ring as per IS 5382-

1985 etc. comp. As Directed by Engineering in charge.

(a) 300 mm Dia NP4 class

198 (b) 450 mm Dia NP4 class Rmt 3 2,318.96

199 (c) 600 mm Dia NP4 class Rmt 3 3,185.54

200 (d) 900 mm Dia NP4 class Rmt 3 7,066.97

201 Providing And Jointing Stoneware Pipes including Excavation Up to 2 Mt. Rmt 3 180.44

Refilling, Transporting Pipes To Work Site, Unloading, Lowering In Pipes To

Work Site, Unloading, Lowering In Trench, jointing

material Such As Cement, sand, Hemp Bitumen As Directed, including

Watering The Trenches Spreading And Carting away Of Surplus

material as directed by engineer in charge.

204 Excavation of Pipe line trenches for all under ground pipes with shoring and m3 35069 136.35

struting if require as per the site gradient and line including safety provisions

using site rails and stacking excavted stuff including up to all required lead

cleaning the site etc. complete fo all lifts and strata as specified.

1.50 mt to 3 mt depth

205 Raising of Existing manhole. Item includes, cutting of existing road surround No 3 6,883.47

by Manhole by diamond cutter machine, dismantling of road in confined area

by breaker machine and carting of dismantled material. Item also included

necessary brick work to raise the manhole at road level in CM 1:3. Item also

included fixing of Manhole frame at exact road level by using fibre reinforced

thixotropic repair mortar material, Laying of concrete made from special

bonding chemical flowable micro concrete material in desired thickness and

laying of hot mix bituminous material in upper layer and compaction of hot

mix bituminous material by Plate compactor machine. Rate also included

necessary plaster at inside of manhole in CM 1:3 in 20 mm thickness on

raised brickwork.

206 Repairing damaged manhole and raising manhole up to road level including 3 728.82

removing damaged brick work and repairing by brick masonry in C.M. 1:5

and plaster in C.M. 1:3 and fixing C.I. steps and existing MH sheet cover,

removing the debris from MH and carting the same as directed.

up to 0.15 mt. (@ Two Coarse)

207 up to 0.35mt. (@ Four Coarse) Nos. 3 1,155.44

208 up to 0.65 mt. (@ Seven Coarse) Nos. 3 1,786.49

209 up to 0.90 mt. (@ Ten Coarse ) Nos. 3 2,150.90

Ahmedabad Municipal Corporation PL-Page 6 of

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With Labour Total Amount

With Labour Total Amount

Sr. No. Description Unit Cess Based on Based on R&B

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210 Providing and laying in trench ECO-drain PVC pipe as per IS-15328 class SN- Rmt 3 1,806.13

4 pipes to the specified invert level and slope and full leak proof joining with

rubber ring click ring jointing etc., complete with testing.(A)160 mm Dia.

211 Dismantling / removing any type of pipe line for sewer or storm water above Rmt 3 88.00

300mm Dia up to any depth including excavation, removing of pipe, back

filling, watering, compaction, including tools, plants and scaffolding wherever

necessary, sorting the dismantled material, disposal of unserviceable

material and stacking the serviceable material with all lifts and leads as

directed by engineer in charge.

212 Repairing of existing utility service line if required and as directed by engineer Rmt 3 7,160.17

in charge. Rate inclusive of checking where leakage/ damage appear, cutting

of pipe, changing of pipeline including necessary fixtures, jointing pipe line

with maintaining existing slope of line, making good etc complete up to any

depth for any type of Sewar pipe line up to 300mm Dia. Excavation, back

filling and other necessary civil items shall be paid in relevant item.

Total Plumbing Work

Total Part-A (Civil Work + Plumbing Work) (Rs)

Note:-All the item rate are considering excluding cost of GST as per Government of Gujarat Road And Building Dept. Reso. No.

TNC/102022/457/C Dt.05/04/2022. So, bidder shall be consider this change in BOQ.

Seal and Signature of the Bidder Additional City Engineer (Road Project)

Date: Ahmedabad Municipal Corporation

Ahmedabad Municipal Corporation PL-Page 7 of

PART-B [ELECTRICAL WORK]

Development of Road from Ognaj Circle to Rishi Dadhichi in

Ahmedabad Municipal Corporation, Ahmedabad.

PROJECT NAME:- DEVELOPMENT OF OGNAJ TO RISHI DADHICHI PRECINCT AT AHMEDABAD

SCHEDULE 'B' - PART - B (Electrical Work)

Memorandum showing items of works to be carried out :

Quantity Rates Amount

SOR- (A'bad With Labour TOTAL

Sr. No. Description Unit

City) Reference Cess Based on AMOUNT

R&B SOR and Based on R&B SOR

MR and MR Amount

130 NSR-RA1 ELECTRICAL WORKS Ea. 38 1,72,710.00

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.

3) Overall Scope of work shall include Coordination, Follow Up, Liaison with all the local power supply co, Local Gas company, telecom / data company, local

government dept., any kind of Government department , Environment Dept. etc. for getting approval for handing over the site for successful installation. Follow

up with local supply co. for getting supply to various Section Pillar. The scope also covers lying of L.T. cable from Section Pillar to company's cut-out. This also

covers to obtain any permission required for road crossing from any authority (if required), Filling the necessary application to supply co., following up and

getting the supply filling the necessary test report to the supply co, liaison with respective authority for shifting/re-routing of existing overhead and underground

power/data line; preparing & submitting all drawings / data sheets as may be required to get power for street light at desired locations, arranging visits for

electrical inspector / local power supply company officials etc. All official fees shall be paid by client on presentation of documentary proof and all other out of

pocket expenses shall be in scope of contractor.

LT Panels & Street Light Controller

Supplying, unloading at site, shifting to site, assembling, levelling, grouting, erecting, Testing, & Commissioning double compartmentalized Double door type

section feeder piller with IP 55 protection & should be powder coated fabricated from 14 Guage CRCA sheet & folded channel totally enclosed cubical

type with pad lock arrangement. The successful tenderer will have to prepare general arrangement with dimensions & 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. Separate Compartment space with power wiring shall be provided for Gateway for smart controller system as additional space

to be considered on SFP fabrication.

(As per attached Single line diagram)

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

Street Lighting SFP Type-1 (Outdoor Duty)

131 NSR-RA2 Light Fixtures & Poles Set 423 29,492.00

Street Light Pole - 8+m

Supply & Installation of GI Pole made out of B CLASS ERW G.I. PIPE having CLEAR Height from Finish level of - 8 metre having thickness of 4.8 mm,

mm outer uniform dia., with base plate of 450 x 450 x 16 mm with stiffener plate with 2 Nos Separate integral type junction box (For Street light &

Signage), with complete concrete foundation with necessary reinforcement, j bolt, necessary hardware as per detail provided by Pole Manufacturer /

client / architect, 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 and after fixing of pole all nuts/bolts to be covered with injection moulded PVC caps.(effective length should be

above FFL) (Sample to be approved by Architect, Consultant & Client)

1) with necessary 2 Nos 6 way connector, 3 Nos. 2A SP MCB with din rail channel, 8mm the. Hylem sheet, 12x2 mm the. GI Patti Clamp, with necessary

required hardware, necessary welding & Fabrication work (if required) complete in all respect.

2) 40 mm diameter 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 foundation with base plate.

5) Excavation for erection of poles as per drawing complete in all respect.

6) Pole Numbering to be carried out by contractor as instructed by Site in charge as per Client's requirement.

7) With LED Guide light on Top of the pole with necessary Reducer / Coupler /

for fixing of light fixtures.

8) Necessary fabrication required to mount Sign board on Pole

(Refer provided typical pole drawing - for further details)

Ahmedabad Municipal Corporation

Quantity Rates Amount

SOR- (A'bad With Labour TOTAL

Sr. No. Description Unit

City) Reference Cess Based on AMOUNT

R&B SOR and Based on R&B SOR

MR and MR Amount

132 NSR-RA3 Street Light Pole Single Arm Bracket Set 205 2,121.00

Supply & installation of maximum up to 1200 mm Single Arm GI Pipe bracket with 60 mm OD or as required design as per selected light fixtures as per

attached Drawing complete in all respect with necessary required hardware. Approval of the item will be given by Architect, Consultant & Client.

(Refer provided typical pole drawing - for further details)

This shall be suitable to mount the above pole OR existing pole on site as may be required for existing flyover etc area, all necessary additional

clamp / hardware & modifications is part of this item.

133 NSR-RA4 Street Light Pole Double Arm Bracket Set 263 3,838.00

Supply & installation of maximum up to 1200 mm Double Arm GI Pipe bracket with 60 mm OD or as required as per selected light fixtures as per attached

Drawing complete in all respect with necessary required hardware. Approval of the item will be given by Architect, Consultant & Client.

(Refer provided typical pole drawing - for further details)

134 NSR-RA5 Street Light Pole Tripple Arm Bracket Set 28 5,151.00

Supply & installation of maximum up to 1200 mm Tripple Arm GI Pipe bracket with 60 mm OD or as required as per selected light fixtures as per attached

Drawing complete in all respect with necessary required hardware. Approval of the item will be given by Architect, Consultant & Client.

(Refer provided typical pole drawing - for further details)

135 NSR-RA6 Post top lantern Pole - 4+M Set 964 25,149.00

Onsite Sampling, Supply, erecting, testing, commissioning of 4 Mtr. CLEAR Height from Finish level, GI decorative pole of 139 X 4.00 mm thk. With 400 X

mm round flange with integral type junction box with necessasory reducer / coupler for fixing of light fixtures (post top lantern) & Hinged access door with allen

key & gasket require to access the integral junction box, with one coat of zinc oxide complete in all respect as per Drawing. Rate shall be including PU paint of

shade as per drawing or as directed by Architect and rate shall be inclusive of RCC foundation work as per detail provided by Pole Mannufacturer / client /

architect with earthing complete in all respect as per requirement as per site condition with cost of the chemical grouted Anchor fastener, foundation bolt

and spiral earthing approx 2 mtr length of GI wire and after fixing of pole all nuts/bolts to be covered with injection molded PVC caps. (Sample to be

approved by Architcet, Consultant & Client)

1) integrated junction box having with necessary 6 way connector, 1 No. / 2 Nos.

2A SP MCB with din rail channel, 8mm thk. Hylem sheet, 12x2 mm thk. GI Patti Clamp, with necessary required hardware, necessary welding &

Fabrication work (if required) complete in all respect.

2) 40 mm diameter dwc pipe for each cable entry .

3) Wiring up to the light fixture from the junction box using 3nos. x 1.5 sq.mm.flexible FRLS copper wires of specified make for each fixture.

4) Concrete foundationwith base plate.

5) Excavation for erection of poles as per drawing complete in all respect.

6) Pole Numbering to be carried out by contractor as instructed by Site in charge as per Client's requirement.

(Refer provided typical pole drawing - for further details)

Ahmedabad Municipal Corporation

Quantity Rates Amount

SOR- (A'bad With Labour TOTAL

Sr. No. Description Unit

City) Reference Cess Based on AMOUNT

R&B SOR and Based on R&B SOR

MR and MR Amount

136 2-16-2 A (iv) Cat III Light Fixtures - Street Light Ea. 761 6,768.01

Sampling on Site, Supplying, erecting, connecting, testing and commissioning of any kind of LED Street Light Fixture of approximately 90 to 120Watts

as per specification & reference image & details given, with all necessary Hardware, Internal Wiring with Dimmable Driver, lamp, surge protection etc. all

required accessories Complete in all respect for at site suitable to mount at 8m height for Main Carriage way.

Street light fixture with highly efficient temperature resistant integrated lenses PC/Glass protector minimum IK10 (for PC) / IK08 (For Glass) IP66, report for

asymmetric light distribution. The luminaire with a body of high pressure die cast aluminium painted grey or color approved by architect, LED Street Light (IP

66 or higher) with minimum Luminious Efficacy of ≥ 115+ Lumens /Watt. 4KV internal & 10KV external surge protector shall be provided with each fixtue. The

fixture shall be LM-79 & LM-80 Certificates complied from OEM by NABL acrredited lab.

Light Fixture selection shall be by Client, Architect, Consultant only. Sample to be approved by Architcet, Consultant & Client before Mass production / supply.

Colour Temprature Range shall be between 3000 to 4500 K. This includes to provide detail design output of proposed fixtures on DIalux & shall pass minimum

uniformity & Lux requirement provided by client. The Name of OEM & Logo should be engravd / embossed on the Housing / body to allow traceability till life of

the fixture, the proposed fixture shall have valid BIS certificate for fixture & driver.

DLP for the proposed fixture shall be minimum 5 Years of better if mentioned anywhere else in this tender. The proposed fixture should have been made in

India supplied for a minimum qty 1000 Nos by OEM in India at the time of this tender. Approximately 75 % of the components of the Fixture should be

manufactured in India in the OEM’s plant or dedicated vendor set up of OEM in India. type test reports of the fixtures shall be made available including but not

limited to Compatibility Test, Vibration Test, Salinity Spray Test, IP & IK Test, Wind Load Pressure Test, EMI-EMC Test from NABL Accredited Lab.

Name of Client ('AMC' / as guided by client at the time of procurement) shall be engraved on each light fixture body as per client requirement.

(Refer fixture selection sheet attached herewith this tender)

137 NSR-RA16 Light Fixtures - Street Light Special Decorative Ea. 10 15,352.00

Sampling on Site, Supplying, erecting, connecting, testing and commissioning of Decorative LED Street Light Fixture of approximately 90 to 120 Watts

as per specification & reference image & details provided by client/ architect / consultant, with all necessary Hardware, Internal Wiring with Dimmable Driver,

lamp, surge protection etc. all required accessories Complete in all respect for at site suitable to mount at 8m height for Main Carriage way.

Street light fixture with highly efficient temperature resistant integrated lenses PC/Glass protector minimum IK10 (for PC) / IK08 (For Glass) IP66, report for

asymmetric light distribution. The luminaire with a body of high pressure die cast aluminium painted grey or color approved by architect, LED Street Light (IP

66 or higher) with minimum Luminious Efficacy of ≥ 115+ Lumens /Watt. 4KV internal & 10KV external surge protector shall be provided with each fixtue. The

fixture shall be LM-79 & LM-80 Certificates complied from OEM by NABL acrredited lab.

Light Fixture selection shall be by Client, Architect, Consultant only. Sample to be approved by Architcet, Consultant & Client before Mass production / supply.

Colour Temprature Range shall be between 3000 to 4500 K. This includes to provide detail design output of proposed fixtures on DIalux & shall pass minimum

uniformity & Lux requirement provided by client. The Name of OEM & Logo should be engravd / embossed on the Housing / body to allow traceability till life of

the fixture, the proposed fixture shall have valid BIS certificate for fixture & driver.

DLP for the proposed fixture shall be minimum 5 Years of better if mentioned anywhere else in this tender. The proposed fixture should have been made in

India supplied for a minimum qty 1000 Nos by OEM in India at the time of this tender. Approximately 75 % of the components of the Fixture should be

manufactured in India in the OEM’s plant or dedicated vendor set up of OEM in India. type test reports of the fixtures shall be made available including but not

limited to Compatibility Test, Vibration Test, Salinity Spray Test, IP & IK Test, Wind Load Pressure Test, EMI-EMC Test from NABL Accredited Lab.

Name of Client ('AMC' / as guided by client at the time of procurement) shall be engraved on each light fixture body as per client requirement.

(Refer fixture selection sheet attached herewith this tender)

Ahmedabad Municipal Corporation

Quantity Rates Amount

SOR- (A'bad With Labour TOTAL

Sr. No. Description Unit

City) Reference Cess Based on AMOUNT

R&B SOR and Based on R&B SOR

MR and MR Amount

138 NSR-RA17 Light Fixtures - Post Top Fixture Ea. 964 23,735.00

Sampling on Site, Supplying, erecting, connecting, testing and commissioning of Post top lantern fixture from given street light fixture basket, of approx

30 to 45 Watts. Post Top lantern (IP 66 or Higher & IK08 or Higher), Rated service life ofl ectrical Class I, rated voltage 240V, Power Factor ≥ 0.95, with

drivers’internal surge protection of minimum 4 kV & external surge protection of 10 kV, with minimum Luminious Efficacy of ≥ 100+ Lumens /Watt, The fixture

shall be LM-79 & LM-80 Certificates complied from OEM by NABL acrredited lab..

Light Fixture selection shall be by Client, Architect, Consultant only. Sample to be approved by Architcet, Consultant & Client before Mass production / supply.

Colour Temprature Range shall be between 3000 to 4500 K. This includes to provide detail design output of proposed fixtures on DIalux & shall pass minimum

uniformity & Lux requirement provided by client. The Name of OEM & Logo should be engravd / embossed on the Housing / body to allow traceability till life of

the fixture, the proposed fixture shall have valid BIS certificate for fixture & driver.

DLP for the proposed fixture shall be minimum 5 Years of better if mentioned anywhere else in this tender. The proposed fixture should have been made in

India supplied for a minimum qty 1000 Nos by OEM in India at the time of this tender. Approximately 75 % of the components of the Fixture should be

manufactured in India in the OEM’s plant or dedicated vendor set up of OEM in India. Type test reports of the fixtures shall be made available including but not

limited to Compatibility Test, Vibration Test, Salinity Spray Test, IP & IK Test, Wind Load Pressure Test, EMI-EMC Test from NABL Accredited LAB.

Name of Client ('AMC' / as guided by client at the time of procurement) shall be engraved on each light fixture body as per client requirement.

(Refer Urban / street light fixture selection sheet attached with this tender.)

139 NSR-RA7 Onsite Sampling, Supply, erecting,testing, commissioning of Tree Uplighter of approximately 10 to 40 Watts outdoor (IP 66) light fixture with colour temprature Ea. 70 10,504.00

range of 3000 to 4500 K. Internal surge protection of 4 kV & External 10 kV shall be provided with each firxture.

Light Fixture selection shall be done by Architect, Consutant & Client only. Sample to be approved before Mass production / supply.

(Refer provided fixture selectin sheet for further details)

140 NSR-RA8 Onsite Sampling, Supply, erecting,testing, commissioning of Ceiling Mounted / wall mounted outdoor light fixtures of approximately 15 to 50 Watts, IP 66 or Ea. 340 10,302.00

better, 3000 to 4500 K Colour temprature, with all required mounting accessories complete. Internal surge protection of 4 kV & External 10 kV shall be

provided with each firxture.

Light Fixture selection shall be done by Architect, Consutant & Client only. Sample to be approved before Mass production / supply.

(Refer provided fixture selectin sheet for further details)

141 6-8-1-8 + 6-7-6-C Supplying, erecting, testing, commissioning approved make M.S. Polygonal High Mast Pole having following general Specification. Set 1 2,26,131.93

(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 above size)

(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) Shall include required control cum power distribution minipiller (IP55) made from 16G CRCA sheet duly epoxy power painted inside and outside with hinged doors and

locking arrangement having all the switchgear & components to protect & control the lights on timer as well as aviation light & motor etc.

(f) Bottom most section suitable for mounting reversible motor and switchgears having door not more than 1400mm x 300mm with waterproof gasket & hinges & locking

(g) Pole structure comprises suitable size of reversible motor, cable and necessary switchgears with control panel.

(h) bottom section shall have suitable size of thickness supports ribs foundation bolts nuts etc.

(i) Item not comprises the cost of lanterns.

(j) Necessary Cement Concrete foundation as per IS including testing & commissioning of the entire structure for following size of High Mast poles

High Mast 20 Mtr. TOP A/F 150 Mm, BOTTOM A/F 450 Mm, No. of Sec. No. - 2, Bottom Thickness - 4 mm, Top Sec. - 3 mm, Size Base Plate - dia.580 mm x 20 mm thick,

Foundation Bolt Size M13 x 1000mm, Qty - 10 Nos., Suitable for mounting Fitting of Light - 12 Nos.

142 2-16-2-B-vii Supplying and erecting LED street light / Flood light fittings with High power White LEDs wattage of 3 Watt and above assembled on single MCPCB, efficiency Ea. 10,818.11 -

more than 130 lm/w and corrosion free High pressure die cast aluminum housing with smooth finish powder coated and heat sink extruded aluminium with

diffuser and Polycarbonate optics/ lenses, with toughened glass with company mark/name engraved or embossed 160 to 270 V,Power Factor more than 0.95,

THD < 10 %, CCT 3000 K to 5700K,Uniformity ratio >0.45, Luminaire efficacy> 100 lumens/watt . LED driver efficiency > 85 %.( fittings required LM-79 & LM-

80 certificates)(NOTE: Below description have shown ranges of Wattage capacity of LED fittings.The Engineer incharge may select any wattage capacity

between the ranges shown.)

Flood Light (IP-65), Surge protection -4KV integral and ,Light must have 440VAC line supply with over-voltage protection.

above 200 to 250 watts

Ahmedabad Municipal Corporation

Quantity Rates Amount

SOR- (A'bad With Labour TOTAL

Sr. No. Description Unit

City) Reference Cess Based on AMOUNT

R&B SOR and Based on R&B SOR

MR and MR Amount

143 10-2-17 Cables & Termination Mtr. 50 2,217.96

Providing and erecting ISI Marked 3core 240 Sq.mm XLPE insulated 11 KV armoured cable Aluminium conductor IS-7098 to be laid on wall with clamps or in

provided cable trench / pipe approved manner as directed.

144 10-2-24 Supplying and erecting high tension cable end box outdoor type suitable. for 11 KV 240Sq.mm 3core H.T. cable complete with gland bushing and jointing Ea. 4 4,195.54

145 4-3-4-A LT Cables Mtr. 1000 115.14

Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured cable multistrand / Solid Aluminium conductor for 1.1 KV. to be laid on wall with necessary clamps

or in existing trench / pipe of following size of cables

4 core 4.0 Sq. mm

Ahmedabad Municipal Corporation

Quantity Rates Amount

SOR- (A'bad With Labour TOTAL

Sr. No. Description Unit

City) Reference Cess Based on AMOUNT

R&B SOR and Based on R&B SOR

MR and MR Amount

154 4-4-2-A Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Copper conductor for 1.1 KV. to be laid on wall with necessary clamps or in Mtr. 70 213.11

existing trench / pipe at road crossing or floor of following size of cable.

3 core 2.5Sq. Mm

156 4-6-1-A Cable Terminations Ea. 170 33.33

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.

Ahmedabad Municipal Corporation

Quantity Rates Amount

SOR- (A'bad With Labour TOTAL

Sr. No. Description Unit

City) Reference Cess Based on AMOUNT

R&B SOR and Based on R&B SOR

MR and MR Amount

165 4-7-1-A Cable Lugs Ea. 600 6.06

Solderless crimping type Aluminium lugs conforming to IS suitable for cable of following size evenly crimped with high pressure tool & connected to switchgear

terminals with brass/cadmium plated nut bolts in an approved manner.

Ahmedabad Municipal Corporation

Quantity Rates Amount

SOR- (A'bad With Labour TOTAL

Sr. No. Description Unit

City) Reference Cess Based on AMOUNT

R&B SOR and Based on R&B SOR

MR and MR Amount

173 4-5-1 Infrastructure Network Mtr 22756 46.46

Making trench in soft soil of suitable width of 90 cm deep for laying cable or locating the fault all over the run and back filling the same and making the surface

as normal ground.

174 4-5-2 Making trench in Hard Murrum / Tar Road of suitable width of 90 cm or required depth for laying any size of cable or locating the fault all over the run and Mtr 200 62.62

back filling the same and making the surface as normal ground.

175 4-5-2-B Making trench in Hard Murrum / Tar Road of suitable width of 90 cm or required depth for laying any size of cable or locating the fault all over the run and Mtr 200 297.95

back filling the same and making the surface as normal ground.

(B) If additional machinery like hammer driller or JCB use [Add]

176 4-5-3 Covering of cable with second class bricks or cement tiles laid cover the cable crosswise & also on both sides with covering of 7. 5 Cm. layer of sand above & Mtr 200 134.33

below cable (16 bricks per meter)

177 4-5-5 Providing and erecting iron clad cable route marker duly marked with ELE.CABLE of size 23 cm.X 12 cm. Flushed with ground in cement foundation as Ea 50 240.38

directed by Engineer in charge.

178 GWSSB Providing laying (to level or slopes) and jointing reinforced concrete including Excavation non-pressure pipes I.S. class NP3 of the following internal diameter Mtr. 500 1,274.62

with collars and butt ends prepared for collar joints including testing of joints complete.(E) 300mm

179 GWSSB Providing laying (to level or slopes) and jointing reinforced concrete including Excavation non-pressure pipes I.S. class NP3 of the following internal diameter Mtr. 6177 1,706.90

with collars and butt ends prepared for collar joints including testing of joints complete. (G) 400mm

180 4-5-8 C. Providing & laying approved make Double walled corrugated pipes (DWC) of polyethylene(conforming to IS 14930 II )with necessary connecting accessories Mtr. 23474 95.95

of same material at required depth in existing trench for laying of cable. below ground / road surface for enclosing cable

90 mm outer dia

181 4-5-8 A 50 mm outer dia Mtr. 416 62.62

182 NSR-RA9 160 mm outer dia Mtr. 42726 252.50

183 4-5-8-XX-F Providing & laying approved make ISI marked HDPE 6Kg / cm2 (Class-3) as per IS:4984:1995 PE-80 to be erected at road crossing on or floor as directed Mtr. 1533 732.25

for laying of cable. The pipes as following size of dia & weight per 6 mtr.

(F) 110 mm inner Dia.

Ahmedabad Municipal Corporation

Quantity Rates Amount

SOR- (A'bad With Labour TOTAL

Sr. No. Description Unit

City) Reference Cess Based on AMOUNT

R&B SOR and Based on R&B SOR

MR and MR Amount

184 NSR-RA10 7 Way multiduct for Optical Fiber Cable Mtr. 18711 808.00

Supplying and laying following 7- Way 40mm Multi Ducts with solid permanently solidly lubricated Silicore. External Sheath will be in Orange Color and

will be free from any visual defects. The colour of the 7 nos. PLB HDPE ducts will be Green, blue, yellow, Brown, violet, Grey , Red for differentiation. Outer

sheet thickness will be 1.2mm +- 0.2mm. The inner surface of the multi channel ducts will be Straight ribbed/Plain Wall thickness(mm) of each of the ducts

Excluding rib height shall be 2.9mm +- 0.3mm. and Straight Ribbed/Plain Wall thickness will be 0.2 to 0.3mm 122mm OD (7 Nos. 40mm Od ducts Inserted)

185 4.5.4-A 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 Mtr. 300 411.07

(A) Up to 100 mm bore dia

186 4.5.4-B 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 Mtr. 300 514.09

(B) Up to 150 mm bore dia

Supplying & erecting in earthpit of minimum bore dia. 225mm size approved make Safe 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 80 mm having 80-200 Micron galvanising, Inner pipe dia of 40 mm having 200-250

Micron galvanising, connection terminal dia of 14 mm 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 (A)(approved make OEM has to submit test certificate including value of earth

resistance of installation duly stamped and signed by agency and officer Incharge has to ensure the value of earthing resistane mentioned in test Certificate) &

having back filling compound of (B) Inner chemical (CCM Compound)- Resistivity:- 0.2 ohm / meter testing as per IEC 62561-2017, Voltage drop:- < 1 volt at

no load & dry form, Sulphar content:- <2%(C) Back fill Compound :- Earthing compound should be capable to retain moisture for long time Necessary test

report must be submitted by Agency.

[A] For electrical installation up to 440 V

Length of Pipe - 1 Mtr

Back filling compound - 1 Nos. of Bag of 15 Kgs.

188 3-14-10-C [C] For Electrical Installation covering Transformer Neutrals, Lightning arrester Earthing, A.C.Plant & Sensitive Computer System(like Automation, Ea. 65 10,593.89

SCADA)i.e. independent Earthing located in other than normal soil i.e. Soft Rock, Marshy Soil etc..

-Length of Pipe : 3 Mtrs.

-Back filling Compound :2 nos Bags of 25 Kg.

189 3-14-3 Providing and erecting required size Copper strip for earthing of H.T. OCB / ACB/ Transformer, LT panel board, Motors etc. using copper clamp. Kg. 200 794.87

190 3-14-2 Providing and erecting required size HOT deep Galvanised iron strip for earthing of H.T. , OCB/ ACB/ Transformer LT panel board, Motors etc. using proper Kg. 3138 77.77

191 3-14-4 Providing and erecting Annealed bare Copper wire 8 to 16 SWG. Kg. 200 794.87

Ahmedabad Municipal Corporation

Quantity Rates Amount

SOR- (A'bad With Labour TOTAL

Sr. No. Description Unit

City) Reference Cess Based on AMOUNT

R&B SOR and Based on R&B SOR

MR and MR Amount

192 3-14-5 Providing and erecting HOT deep Galvanised iron strip wire 8 to 16 SWG. Kg. 2879 77.77

193 1-4.1.A.(b) Providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI Mtr. 78.78 -

marked stranded Copper conductor wire in following type of pipe to be erected concealed in /flushed on wall/ceiling, with 1.5 sq. mm copper conductor FRLS

PVC insulated stranded wire of green colour for earth continuity of following size.

With medium class Rigid PVC pipe and accessories

2 wire 2.5 sq. mm

194 1-4.1.A.a 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 Mtr. 750 59.59

concealed in /flushed on wall/ceiling, with 1.5 sq. mm copper conductor FRLS PVC insulated stranded wire of green colour for earth continuity of following size.

With medium class Rigid PVC pipe and accessories

2 wire 1.5 sq. mm

195 1-3-2-b 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 Mtr. 200 32.32

fittings & Junction boxes fixed with adhesive solution & Clamps with following dia of pipes, in approved manner as directed

196 1-3-2-d 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 Mtr. 207 64.64

fittings & Junction boxes fixed with adhesive solution & Clamps with following dia of pipes, in approved manner as directed

197 NSR-RA11 Miscellaneous Items Set 50 7,201.30

Supply & Installation of black colour IP 68 Junction box having size of 104x104x70 mm Dimensions with 4 sq mm 5 pole termianl suitable to terminate

maximum 4 sq mm wire, with GEL for IP 68 protection, with 3 nos M25 Cable glands.

198 NSR-RA12 Supply & Installation of black colour IP 67 Junction box having size of 225 x 295 x 122 mm Dimensions, without terminals, with 2 nos M25 Cable glands Set 50 3,747.10

199 NSR-RA13 SITC of IP 68 Cable gland M20 with Locknut Ea. 100 40.40

200 NSR-RA14 SITC of IP 68 Cable gland M25 with Locknut Ea. 100 60.60

201 NSR-RA15 Supply & Installation of Two component Gel 2000 ml Ea. 10 8,019.40

Ahmedabad Municipal Corporation

Quantity Rates Amount

SOR- (A'bad With Labour TOTAL

Sr. No. Description Unit

City) Reference Cess Based on AMOUNT

R&B SOR and Based on R&B SOR

MR and MR Amount

202 6-1-3 - D - iii Supplying & erecting Steel tubular pole (Swaged) confirming to IS - 2713 (Part-II) 1980. Manufacturing process of steel tubular pole should be as per IS Ea. 48 539.34

specification. Basic steel tube should be ISI Marked. Pole should be painted by one coat of Zinc comet Primer and two coat of Aluminium /approved paint to

be erected on / in existing Foundation. The length of poles are as below.

(D) 10.00 Mtr. Long Swaged Steel tubular pole

(iii) Add Extra for PU base primer and PU Paint on pole.

203 Lumpsum AMC Providing, erecting, fabricating the M.S. structure as per requirement on site incorporating proper size of M.S. angles, flats, bars, channels, sections complete Kg. 300 90.90

with cutting, welding, grinding & finishing duly painted with one coat of red oxide with erection on site as per direction of engineer in charge with necessary

grouting, cementing, plastering & finishing complete as per the instruction of Site In Charge

204 Lumpsum AMC Providing of Minimum 10 Nos. of LED 150W Flood Light and its temporary wiring in each Job in existing service road as per Client requirements Job 15 50,500.00

205 Lumpsum AMC Removing & relaying Set 25 5,642.43

Rates Dismantling and removing of existing Section feeder pillar & reinstalling Section feeder pillar at said location by engineer in charge complete in all

respect as it is original with necessary civil work foundation, cable termination, with extra required various sizes cables & with cable joints if needed etc.as per

requirement or as per instruction of engineer in charge .

206 Lumpsum AMC Dismantling and removing of all materials like existing electrical / traffic poles with bracket, light fixtures, cables, foundations / civil base, Nut bolts, Street light Lot 352 933.92

Rates section feeder piller, etc and related all the electrical accessories etc. and to hand over the material to the client's store. Extra care should be taken while

removing/dismantling of material to protect it from damages complete in all respect as per instruction of engineer in charge. Scope includes stack the material

in proper manner inside the Client store and prepare a list of item removed as per instruction of engineer in charge. complete in all respect for entire

This covers all the streets of the project having approximate length of 10 Km

Part-B (Electrical Works) (Rs)

Note:-All the item rate are considering excluding cost of GST as per Government of Gujarat Road And Building Dept. Reso. No. TNC/102022/457/C Dt.05/04/2022. So, bidder shall be consider this change in BOQ.

Seal and Signature of the Bidder Asst. City Engineer (Street Light)

Date: Ahmedabad Municipal Corporation

Ahmedabad Municipal Corporation

FINANCIAL BID FORM

To : The Municipal Commissioner,

Ahmedabad Municipal Corporation

Address : Sardar Patel Bhavan, Danapith,

Ahmedabad – 380

Name of work: - Development of Ognaj Circle to Rishi Dadhichi Precinct in Ahmedabad

Municipal Corporation, Ahmedabad

1. Having examined the site of works and Bid Documents, comprising Instructions to Bidders,

Scope of works, Conditions of Contract, Technical Specifications, Bill of Quantities I/we, the

undersigned offer to execute and complete such works and remedy any defects therein in

conformity with the said bid documents for the sum of Rs. _________ (Rupees

_______________________________________) or such other sum as may be ascertained

in accordance with the said Bid documents for Part – A and the sum of Rs. _________

(Rupees _______________________________________) or such other sum as may be

ascertained in accordance with the said Bid documents for Part – B. The total of Part A and

2. We undertake, if our Bid is accepted, to commence the work within Fifteen (15) days of

receipt of the order to commence, and to complete and deliver the sections and whole of the

works comprised in the Contract within the period stated in the bid hereto.

3. If our Bid is accepted, we will furnish Performance Security (ies) in the form of a Bank

Guarantee to be jointly and severally bound on us, in accordance with the Conditions of

4. We agree to abide by this Bid for the period of One Hundred & Eighty (180) days from the

last date fixed for Bid Submission and it shall remain binding upon us and may be accepted

at any time before the expiry of that period.

5. We confirm our agreement to treat the Bid documents and other records connected with the

works as secret and confidential documents and shall not communicate information

contained therein to any person other than the person authorised by the

Employer or use such information in any manner prejudicial to the safety and integrity of the

6. Unless and until an agreement is prepared and executed, this Bid, together with your written

acceptance thereof, shall constitute a binding Contract between us, but without prejudice to

your right to withdraw such acceptance without assigning any reasons thereof.

7. We understand that you are not bound to accept the lowest or any bid you may receive.

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

statement attached with tax returns.

Yours faithfully,