Development of Vastrapur Precinct (Phase-1) in Ahmedabad Municipal Corporation, Ahmedabad

Development of Vastrapur Precinct in Ahmedabad Municipal Corporation,

PART-A [CIVIL WORK + PLUMBING WORK]

Development of Vastrapur Precinct in Ahmedabad Municipal

Corporation, Ahmedabad.

Sr. No. Description Unit Total Quantity With Labour Cess

Based on on ARC

Based on R&B SOR

Tender , R&B sor

EARTH WORK & CARRIAGE OF MATERIAL

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

2) Excavation shall be carried out very carefully without damaging existing structures and surrounding if any.

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

building without any extra cost.

4) Rate shall include dewatering work (pumping out and removing slush) while execution in underwater condition if required.

1 Excavation for all kinds of soil Cum 8527.00 261.73

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 7065.00 130.39

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 10947.00 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

Vastrapur Precinct-Civil Page 1 of

Sr. No. Description Unit Total Quantity With Labour Cess

Based on on ARC

Based on R&B SOR

Tender , R&B sor

4 Excavation of asphalt pavement Sqm 7667.00 179.54

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 3285.00 314.19

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.

b) 0.30m to 0.60m thickness

4 Bitumen Cutting Sqm 4811.00 290.83

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 charge.

5 Scarifying/Milling - Road surface Sqm 33264.00 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 30.00 460.19

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 loading, transporting, unloading, stacking & leveling Cum 1462.00 38.44

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

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Sr. No. Description Unit Total Quantity With Labour Cess

Based on on ARC

Based on R&B SOR

Tender , R&B sor

8 b) beyond initial lead up-to 2 Km Cum 1462.00 49.98

9 c) beyond initial lead up-to 3 Km Cum 1462.00 61.32

10 d) beyond initial lead up-to 4 Km Cum 1462.00 72.17

11 e) beyond initial lead up-to 5 Km Cum 1462.00 82.62

12 f) beyond 5.00 Km to 10 Km per 1 km per 7310.00 7.59

13 g) beyond 10.00 Km to 15 Km per 1 km per 7310.00 6.71

14 h) beyond 15.00 Km to 25 Km per 1 km per 14620.00 6.09

Total Carried Over to Summary

Vastrapur Precinct-Civil Page 3 of

Sr. No. Description Unit Total Quantity With Labour Cess

Based on on ARC

Based on R&B SOR

Tender , R&B sor

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

8 Concrete (PCC) of grade - M15 Cum 3120.00 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 Engineer.

Ready mix concrete

Providing and laying in position Ready mix concrete/ batch mix concrete of specified grade for reinforced cement concrete

work, using cement content as per approved design mix (Min cementitious level as per latest IS 456 shall be maintained)

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

continuous agitated mixer, for reinforced cement concrete work including pumping from transit mixer to site of laying; cost of

admixtures in recommended proportions as per IS: 9103 to accelerate, retard the setting of concrete, improve workability

without impairing strength and durability; finishing, compacting, vibrating, curing, dewatering (if required), etc, excluding the

cost of Formwork and reinforcement, etc complete for all elements, all floors, all level, any heights/ depths, any lead and lift

as directed by Engineer Incharge.

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Sr. No. Description Unit Total Quantity With Labour Cess

Based on on ARC

Based on R&B SOR

Tender , R&B sor

9 Concrete of M 25 grade Cum 167.00 4902.10

10 Concrete of M 30 grade Cum 1602.00 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

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. 237276.00 76.21

Vastrapur Precinct-Civil Page 5 of

Sr. No. Description Unit Total Quantity With Labour Cess

Based on on ARC

Based on R&B SOR

Tender , R&B sor

CENTERING AND SHUTTERING

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 any wastage.

No deductions in measurement shall be considered from the shuttering due to the openings/ cutouts in the wall/beam.

However, Nothing extra shall be paid for forming such openings. also, in case of any type of cutouts/openings in the slab, it

shall not be measured for payment. However, Nothing extra shall be paid for forming such openings

Where it is not specifically stated in the description of the item that formwork shall be paid for separately, the rate of the RCC

item shall be deemed to include the cost of form work.

The measurements shall be taken separately for the following item.

12 a) Form work for Foundations, footings, bases of columns, sides of the raft, base PCC, etc. Sqm 2558.00 268.36

13 b) Formwork for Columns, Posts, and Struts etc. Sqm 591.00 395.62

14 c) Formwork for Wall Sqm 5883.00 327.21

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).

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Sr. No. Description Unit Total Quantity With Labour Cess

Based on on ARC

Based on R&B SOR

Tender , R&B sor

15 d) Formwork for Slabs, Suspended floors, roofs, landings, balconies, and access platforms etc. Sqm 1077.00 349.48

16 e) Formwork for beams, lintels, coping, girders etc. Sqm 821.00 357.44

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Sr. No. Description Unit Total Quantity With Labour Cess

Based on on ARC

Based on R&B SOR

Tender , R&B sor

17 Providing and fixing FRP moulds/centering/shuttering of approved make for any RCC elements (to be used for casting any Sqm 150.00 1088.28

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.

18 Exposed concrete formwork Sqm 1611.00 653.67

Extra for providing and fixing formwork for exposed concrete surfaces with any pattern (vertical or horizontal surface of any

shape) to achieve the desired finish for any element in the desired pattern and size as per the issued drawings and

specifications. This includes using any type of formwork material/suitable proprietary formwork system (material/ system shall

be approved by the Engineer-in-charge before procurement) to achieve the desired finish as per the approved sample for any

type of RCC element including neat cleaning, grinding, rendering the exposed concrete surface, as directed by the Engineer-

in-charge. The rate shall be applicable for all levels, all places, and all shapes and shall include all necessary specialized

centering/shuttering materials. The Contractor shall submit a shuttering pattern/ shop drawing including tie-rod hole positions,

and Architectural grooves and cutout based on the Architectural intent with the control line. this item shall be executed only

after the shuttering pattern is approved by the Architect and the Engineer-in-charge. The same kind of shuttering material

should be used for standard as well as residual sizes. These areas shall be entirely free from honeycombing, stains, fins,

lipping, nail or screw marks, raised grain marks, air holes, or any other imperfections; bulging, offsets, misalignment of the

concrete and shall have an even shade, texture, and level throughout. At the construction joints, the formwork should be

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

Total Carried Over to Summary

Vastrapur Precinct-Civil Page 8 of

Sr. No. Description Unit Total Quantity With Labour Cess

Based on on ARC

Based on R&B SOR

Tender , R&B sor

19 Providing and laying Brick masonry works using common burnt clay bricks confirming to IS 1077-1992 having Compressive Cum 1570.00 4051.78

strength not less than 35 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

20 12-15 mm thick plaster Sqm 6095.00 176.58

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.

21 12 to 15 mm thick water proof Plaster Sqm 6239.00 184.87

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

1) All adhesives, sealants & paint shall be water based, with low VOC with acceptable VOC content as per Green Building

Norms requirements and lead free.

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

the surface even and sand papered smooth etc, after applying every coat of putty and primer complete.

3) Contractor shall furnish warranty paper, wherever applicable.

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

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

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

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

Vastrapur Precinct-Civil Page 9 of

Sr. No. Description Unit Total Quantity With Labour Cess

Based on on ARC

Based on R&B SOR

Tender , R&B sor

22 Acrylic emulsion paint with primer - Exterior grade Sqm 5967.00 147.76

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

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

23 Enamel Paint on Metal Surfaces Sqm 150.00 140.48

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

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Sr. No. Description Unit Total Quantity With Labour Cess

Based on on ARC

Based on R&B SOR

Tender , R&B sor

1. All adhesives, sealants & paint shall be with low VOC with acceptable VOC content as per GRIHA requirements and lead

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 work.

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

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

shall be finished at factory/ work shop.

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

Vastrapur Precinct-Civil Page 11 of

Sr. No. Description Unit Total Quantity With Labour Cess

Based on on ARC

Based on R&B SOR

Tender , R&B sor

24 Structural steel work - Fabrication works - with paint Kg. 253720.00 158.47

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

Contractor prepare shop drawing and get approved. The fabrication work shall start only after approval of the fabrication

drawings. Fabrication shall be in a perfect Architectural workmanship manner and as provided in Section V & VI of IS 800 & IS

7215. Contractor shall responsible against stability, safety etc all complete,structual steel work as per approved make.

The rate shall include for applying (on all surfaces of MS member) two or more coats PU paint (DFT min 40 micron per

coat)/Hammer Finish paint of approved make and shade over two coat (DFT min 50 micron per coat) of anti corrosive epoxy

base primer for PU paint/ epoxy primer for hammer finish paint, as per manufacturer's specification, anchor fastener etc all

25 Extra for providing hydraulic bending to MS member (i.e. hollow sections, rolled steel sections, any type of plates, sheet, Kg. 2539.00 46.91

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.

26 Extra for providing Hot dip galvanizing work confirming to IS 4759/ 2629/ 2633 with zinc of 610 GSM thickness on any Kg 259290.00 52.77

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.

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Sr. No. Description Unit Total Quantity With Labour Cess

Based on on ARC

Based on R&B SOR

Tender , R&B sor

27 Extra for providing and making CNC cutting on Any metal surface of any type, any size, any shape etc as per design and Sqm 1500.00 938.49

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.

28 Sandwich panels for roofing Sqm 30.00 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 50 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.

29 Gutter Rmt 15.00 336.78

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 120 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)

30 Perforated Aluminium Sheet Kg 300.00 872.03

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 area).

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Based on R&B SOR

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31 Tensile structure canopy Sqm 300.00 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

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.

32 SS perforated sheet Sqm 11.00 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.

Vastrapur Precinct-Civil Page 14 of

Sr. No. Description Unit Total Quantity With Labour Cess

Based on on ARC

Based on R&B SOR

Tender , R&B sor

33 Metal plank Ceiling Sqm 70.00 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

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

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

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).

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

shape for best workmanship as per shop drawing.

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

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

of Engineer in charge. If required, final finish/ touch-up shall be executed at site as per direction of Engineer in charge.

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

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

work and making good etc complete.

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

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34 Sub grade preparation and consolidation Sqm 11443.00 110.65

Preparation and consolidation of sub grade with power road roller of 8 to 12 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.

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.

36 Production & Supply of GSB (Crusher Run) Cum 190.00 1780.63

37 Laying of GSB (Crusher Run) Cum 19.00 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-charge.

39 Production & Supply of WMM Cum 69.70 1994.75

40 Laying of WMM Cum 6.97 35.35

41 Primer Coat Sqm 2783.00 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.

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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- I. (37.5 mm nominal size) As per Morth 5th Revision..

43 Production of DBM as above (GRADE - I) VG-40 MT 30.00 2719.93

44 Carting of DBM from Plant to Paver Site. MT 30.00 140.39

45 Only Laying of DBM using hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with MT 30.00 277.75

smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per tender specification in all respects.

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..

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47 Production of DBM as above (GRADE - II) VG-40 MT 60.30 2955.26

48 Carting of DBM from Plant to Paver Site. MT 6.03 140.39

49 Only Laying of DBM using hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with MT 60.30 277.75

smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per tender specification in all respects.

50 Tack Coat Sqm 71365.00 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.

51 Bituminous Concrete MT 30.00 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.

52 Bituminous Concrete MT 4926.00 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.

53 Asphalt painting on B.T. surface Sqm 35683.00 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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54 CC Pavement - M 25 Cum 1084.00 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

55 CC Pavement - M 30 Cum 198.00 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

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56 Kotastone - 40mm thick - For Coping/seating on bench etc. Sqm 365.00 957.18

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.

57 Granite Stone - 60mm thick - For Paving/ Flooring/ wall lining etc. Sqm 45.00 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,

copping, tread of stair, Riser of stair, / wall lining 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/riser of stair. No mortar is to be visible on the surface. Sample shall be approved before execution. If required,

additional mechanical clamp shall be fixed if granite is required to fix vertically for stability purpose without any extra cost.

exposed edge of stone shall be with rubbing and polishing and champharing/ making pencil corner if required, rounded corner

treatment in even thickness and finished same as slab finish as per drawing and as approved and directed by Engineer in

Rate shall be inclusive of granite (as per approved sample), fixed with cement mortar bedding, cement slurry, matching

pigment, all labour etc complete.

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58 Granite Stone - 40mm thick - For Paving/ Flooring Sqm 6105.00 4594.44

Providing and laying 40 mm thick Granite stone of any type, any finished i.e. polished,river wash, flamed finish, leather finish,

linen finish, sandblasted finish or similar finish in any shade (uniform), any size and any shape for flooring, otta, pavement,

copping, tread of stair, Riser of stairsimilar works etc in required design and patterns as per the drawings, laid over

average 40 mm thick cement mortar 1:4 (1 cement : 4 sand) bedding, side buttered with cement mortar 1:2 (1 cement :

sand) including provision of groove of minimum 5mm size(if required as per design intent, pointing, finishing and filling the

grooves with cement mortar and matching pigment as sample approved, including curing and cleaning with wire brush to

remove excess cement on the sides of stone up to the satisfaction of the Architect and Engineer-in-charges etc. Granite shall

be used in single possible length for tread/riser of stair. No mortar is to be visible on the surface. Sample shall be approved

before execution. If required, additional mechanical clamp shall be fixed if granite is required to fix vertically for stability

purpose without any extra cost. exposed edge of stone shall be with rubbing and polishing and champharing/ making pencil

corner if required, rounded corner treatment in even thickness and finished same as slab finish as per drawing and as

approved and directed by Engineer in charge

Rate shall be inclusive of granite (as per approved sample), fixed with cement mortar bedding, cement slurry, matching

pigment, all labour etc complete.

Granite stones - for dado/cladding//wall lining etc.

Providing and laying granite stones of specified thickness, specified finish, of any shade (uniform), any size, and any shape

for cladding, dado, pillars, wall lining, etc. as per the drawings, laid in any pattern, fixed on any type of leveled surface with

minimum 6mm thick stone fixing adhesive as per IS-15477 of an approved, make and joined with grooves or without grooves,

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

protection, scaffolding, wastage, curing and polishing, etc. all complete, for all levels, all floors, all heights, and as directed by

the Engineer-in-Charge. The length/width of stones for the dado shall be as per the design to match the joint and pattern of

the flooring as per the drawing. The exposed edges of the granite stones shall be pencil-cornered and polished the same as

The rate shall be inclusive of granite (as per the approved sample), adhesive for fixing, cement slurry, matching pigment, all

labour, etc. all complete, but excluding cement mortar plaster/backing coat and filling with epoxy grout (if required as per the

drawing) which shall be payable under relevant Tender items. The Contractor shall arrange loose samples for approval from

the Engineer-in-Charge before mass execution.

The actual laid area of the granite stones shall be measured for payment without considering any wastage.

59 40 mm thick polished granite stones Sqm 26.00 5748.67

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60 Granite Cobble Stone - 80mm Thick - Textured Finish Sqm 45.00 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.

61 Precast Cement Concrete Paver Block - 60mm thick, M-35 Grade Sqm 4768.00 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.

62 Precast Cement Concrete Paver Block - 80mm thick, M-40 Grade Sqm 1901.00 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.

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63 Pre-cast concrete kerb Cum 1031.00 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.

64 Precast elements for misc. items cum 133.00 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 tender items.

Actual volume of installed precast elements shall be measured for payment. Sample and mock shall not be payble if rejected

or casted in other location (not in scope of work area).

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65 Terrazzo Sqm 150.00 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

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

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

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

be measured for payment.

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

from architects prior to mass execution works. Architect reserves right to reject part or all work of sub standard or not in

confirmation to sample approved as per mock up.

66 MS Cylindrical Bollard/ delineators Kg. 5570.00 185.44

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 per drawing.

Bollard /delineators shall be fixed on concrete base with required anchor fastener, bolts, other accessories etc with required

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.

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67 FRP TREE PIT COVER: No. 342.00 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 drawing etc.

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

68 FRP Recessed Manhole cover No. 206.00 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

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.

69 Perforated precast concrete drain cover: No. 203.00 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, 100 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 30.00 4656.71

Providing and fixing high quality molded FRP gratings of drains, having wheel load capacity of 3.0 ton as per IS 1726:

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 any

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71 Tactile flag stones Sqm 1045.00 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

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. 15.00 375.42

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. 30.00 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.

74 Heavy duty FRC (HD35) manhole cover with frame: No. 357.00 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 execution.

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75 Dustbin: Set 68.00 26160.46

Providing and fixing in position metal dustbin (readymade factory product) for external use, having capacity approximate (dry + wet

(40+40) Litre (dry + wet) dustbin set of approved make and as per approved sample. Dustbin shall be separate for Dry and bin)

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 of work area).

76 Precast Planter No. 108.00 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 of work area).

77 Precast Bench No. 62.00 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 of work area).

78 Pre cast Cylindrical Bollard No. 1024.00 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 of work area).

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79 Providing and applying 2.5 mm thick road marking strips (retro reflective) or graphic/ letter/ arrows etc of specified shade/ Sqm 7459.00 367.72

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 sterine injuction high compressed molding with No. 3582.00 375.72

reflector made of MMC (prismatic type of size as per design intent ) with each unit for fixing. (High intensity grade)

81 Providing and erecting 2.00 metre high temporary barricading at site; made of precated sheet/ MS panel with required MS Rmt 1741.00 1074.99

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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82 ACP sheet signage on any type of Pole : Sqm 67.00 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

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.

83 Designing, providing, hoisting and fixing Precast concrete storm water drain (Approx clear size - 600mm W x 600 mm H) Rmt 40.00 7625.25

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 mock up.

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.

84 G.I. chain link fencing Sqm 2417.00 813.50

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 Tender items.

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85 Cold Plastic Marking Sqm 45.00 656.95

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 1.8 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.

86 Speed Brekars Rmt 30.00 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.

87 Rumble strips: Rmt 30.00 762.55

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.

88 Resin Bound Flooring: Sqm 427.00 6569.44

Providing and laying 15 mm thick UV-resistant, water-permeable Resin Bound Flooring with approved coloured aggregates

and approved make, including surface preparation, primer application, finishing with UV & water-resistant acrylic sealer,

complete as per manufacturer’s specifications and direction of Engineer-in-Charge.

The architect reserves the right to reject part or all work of substandard or not in confirmation to the approved sample as per

the mock-up. After execution, any defects or bad workmanship observed after execution shall be rectified/re-done by the

contractor at no extra cost.

The total execution method shall be as per the manufacturer's specification and approved by the Architect and Engineer in

Samples and Mock-ups shall be carried out with approved aggregates, shade as suggested by the Architect, and as directed

by the Engineer in charge for review and approval from the Architect and Engineer in charge.

Sample and mock shall not be payable if rejected.

The surface area of the applied area shall be measured for payment without considering wastage.

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89 No Fines concrete: Cum 65.00 4174.38

Providing and laying No Fines concrete conforming to IS 12727 in 1:8 (1Cement : 8 coarse aggregate), for tree pit covers,

base for flooring/pathway, blocks behind retaining walls at weep hole locations, as drainage channels or for similar locations

as per the drawings, including casting of the blocks and other elements with moulds, centring, shuttering, laying, curing,

finishing, with all materials, labour etc., complete, as directed by the Engineer-in-Charge.

Sample and mock up shall be approved before mass execution. Actual laid volume of No fine concrete shall be measured for

payment without considering any wastage.

90 Precast RCC Bench - modular type linear/ curvature in Plan and elevation, Tube type Cum 75.00 36077.76

Providing, hoisting, stacking and arranging in position, precast exposed fair finished modular type linear/ curvature in Plan and

elevation, Tube type of bench as per design intent, made of minimum M-30 grade RCC, with/ without a back rest of

approximate size and shape as per the design intent, as directed by the Engineer-in-charge. The Contractor shall submit a

methodology for the erection of the precast bench and get approval from the Engineer-in-Charge. Installed precast bench

shall not be damaged in any way. The sample shall be approved by the Engineer-in-charge before mass production. The rate

shall include for erecting and fixing the precast bench in position as per the drawing, finishing, necessary TMT reinforcement

bars etc., complete, as directed by the Engineer-in-Charge. The location and type of each lifting hook for erecting the bench

shall be as per the design intent and as approved by the Engineer-in-Charge. The Architect and the Engineer-in-Charge

reserve the right to reject part or all work found to be sub standard or not as per the approved sample and the mock-up. The

sample and the mockup shall not be payble if rejected or cast in another location (not in scope of work area). if required bench

shall be in coloured/ pigmented concrete however additional cost of for pigment shall be paid relevant tender item.The actual

laid volume shall be measured for payment without any wastage.

91 Play Area Flooring Sqm 540.00 4645.55

Providing and fixing 30mm thick cast insitu EPDM flooring for children play area of approved make, shade and pattern having

24mm thick cushion layer of shredded recycled rubber utilizing a polyurethane binder that is poured in place on site providing

a seamless surface and top layer having 6mm EPDM granules with colour coat. Flooring shall be placed on existing levelled

concrete surface along with water outlet arrangement. Contractor shall give 1.5 year warranty against casting of layer.

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92 2D Metal Art installation/ statue/ sculpture Work Sqm 32.00 6522.83

Design, sketching, fabrication, supply, and fixing/installation of a MS mural statue in any color, any finish, any size, any

shape, any dimension, as per design intent representing human figures in different postures or any other theme-based

Elements, including its base/platform, mounted on any surface/pedestal. The mural shall be crafted from 1.5mm thick MS

perforated sheets and finished with high-quality PU paint of an approved brand, applied in accordance with the manufacturer’s

specifications and as approved by the Engineer-in-Charge.

The sculpture shall be properly fixed with RCC platform including approved drawings, transportation, fixing arrangements by

considering the proper weight of sculpture, wind pressure, other load etc as per code with required material like

anchor/fasteners of approved make and size to keep in vertical position including scaffolding, fixing hardware, arrangement,

machines etc if required to keep in vertical position, 3-4 nos. power point & electrical points for future installation of light

fixtures for illumination and all other required accessories to complete the work in all respect. The MS base plate and suitable

anchor fastener used for fixing the mural must be structurally stable and certified by a structural consultant (appointed by the

contractor/vendor) to withstand wind loads in accordance with IS 875 Part

The scope of work includes all tools and plants (T&P), scaffolding, cradle lifts, and handling at all heights and leads, as

required, to complete the work in accordance with the directions of the Engineer-in-Charge. All the components of the

sculpture are to be developed in a 3D model, then the proper dimensions and edges are to be shaped and smoothed by using

the required machine and tool to get the edges finished in all respects as directed by the Engineer in Charge at the site. after

developing the 3D model, a Miniature version of the sculpture shall be prepared without any extra cost for mock-up and

The sculpture should be placed on an RCC platform as per the approved base drawing and design of size, with any type of

stone finish as per the approved colour, thickness, and pattern, as per the direction of the engineer in charge. Design of the

Platform shall be done by the vendor; however, it shall be paid in the relevant tender item. The outermost dimension of the

statue shall be measured for payment without considering any wastage.

The Elements/Sculptures installation shall be developed by an approved specialized artist agency appointed by the contractor

based on the photograph/image/artist's impression/drawing/design intent of an approved theme, and same developed detailed

3D model as well as a Miniature shall be presented to appraisal committee from the client side for the approval process.

Contractor to incorporate the feedback/inputs received from the committee & regenerate the detailed design of the sculpture &

miniature after compliance with all comments for further final approval from the committee. After final approval of the commity,

Same shall be submitted to the engineer incharge and the architect for approval regarding execution at site. the process of

approval from the committee, the engineer in charge, and other stakeholders shall start in line with the overall project

completion milestone, so delays in execution to be prevented.

93 Providing and fixing in position Children Playground Equipment -Seesaw Hover of approved make and model and size as No. 1.00 129042.65

per the sample approved by the Architect. Ply equipment shall be fixed in a cement concrete base of the required size and at

required level as per the manufacturer's specification and as directed by engineer in charge.

Basic rate - Rs.1,00,000.00 for Play equipment (total no - 1)

Required civil work for installation shall be paid in relevant tender items.

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94 Providing and fixing in position Children Playground Equipment -Slide of approved make and model and size as per the No. 1.00 129042.65

sample approved by the Architect. Play equipment shall be fixed in a cement concrete base of the required size and at

required level as per the manufacturer's specification and as directed by engineer in charge.

Basic rate - Rs.1,00,000.00 for Play equipment (total no - 1)

Required civil work for installation shall be paid in relevant tender items.

95 Providing and fixing in position Children Playground Equipment - Spring Toy Turtle of approved make and model and size No. 1.00 129042.65

as per the sample approved by the Architect. Play equipment shall be fixed in a cement concrete base of the required size

and at required level as per the manufacturer's specification and as directed by engineer in charge.

Basic rate - Rs.1,00,000.00 for Play equipment (total no - 1)

Required civil work for installation shall be paid in relevant tender items.

96 Providing and fixing in position Children Playground Equipment - Multi play equipment consisting of slide, stairs, platform, No. 1.00 891567.40

shade, deck, rope bridge etc. as per the design intent of the approved make and model and size as per the sample approved

by the Architect. Play equipment shall be fixed in a cement concrete base of the required size and at required level as per the

manufacturer's specification and as directed by engineer in charge.

Basic rate - Rs.7,50,000.00 for Play equipment (total no - 1)

Required civil work for installation shall be paid in relevant tender items.

97 Pre cast Spherical Bollard / Seating No. 8.00 5257.76

Providing, hoisting, and arranging in position exposed fair finish, factory made pre-cast Spherical bollard of approximately size

550mm dia as per design intent, of approved make, made of minimum M-30 grade reinforced cement concrete with required

admixture. Spherical Bollard shall have grooved/ pattern while casting as per design intent and use suitable approved

painting as per manufacturer's specification for colour infill of approved colour approved make. Spherical bollard shall be with

inserted the MS structural member with base plate to fix on the pavement with J bolt and necessary fixing arrangements

without any extra cost. Spherical Bollard shall be fixed in already laid foundations however fixing arrangement shall not be

visible and shall be as per design intent.

The rate shall also include for erecting and fixing the bollard in position as per drawing, curing, finishing, finish good, rendering

(if required), transportation, loading and unloading charges, etc, complete as directed by the Engineer in charge. foundation

shall be paid in relevant tender item

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 of work area).

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98 Pre cast Spherical Bollard / Seating No. 8.00 8408.40

Providing, hoisting, and arranging in position exposed fair finish, factory made pre-cast Spherical bollard of approximately size

700mm dia as per design intent, of approved make, made of minimum M-30 grade reinforced cement concrete with required

admixture. Spherical Bollard shall have grooved/ pattern while casting as per design intent and use suitable approved

painting as per manufacturer's specification for colour infill of approved colour approved make. Spherical bollard shall be with

inserted the MS structural member with base plate to fix on the pavement with J bolt and necessary fixing arrangements

without any extra cost. Spherical Bollard shall be fixed in already laid foundations however fixing arrangement shall not be

visible and shall be as per design intent.

The rate shall also include for erecting and fixing the bollard in position as per drawing, curing, finishing, finish good, rendering

(if required), transportation, loading and unloading charges, etc, complete as directed by the Engineer in charge. foundation

shall be paid in relevant tender item

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 of work area).

99 Pre cast Spherical Bollard / Seating No. 4.00 12070.56

Providing, hoisting, and arranging in position exposed fair finish, factory made pre-cast Spherical bollard of approximately size

900mm dia as per design intent, of approved make, made of minimum M-30 grade reinforced cement concrete with required

admixture. Spherical Bollard shall have grooved/ pattern while casting as per design intent and use suitable approved

painting as per manufacturer's specification for colour infill of approved colour approved make. Spherical bollard shall be with

inserted the MS structural member with base plate to fix on the pavement with J bolt and necessary fixing arrangements

without any extra cost. Spherical Bollard shall be fixed in already laid foundations however fixing arrangement shall not be

visible and shall be as per design intent.

The rate shall also include for erecting and fixing the bollard in position as per drawing, curing, finishing, finish good, rendering

(if required), transportation, loading and unloading charges, etc, complete as directed by the Engineer in charge. foundation

shall be paid in relevant tender item

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 of work area).

100 Setting out and Marking Sqm 62992.00 8.84

Setting out and marking the actual layout of the road/development area, including all elements, i.e. Median, Footpath, MUZ,

parking, Toe wall, kerb, manholes, street furniture and others, as per the general arrangement drawing provided by the

engineer in charge, including all elements alignment & locations on actual site condition before execution of any work.

Marking shall be done using chalk powder/lime powder/oil paint on hardscape, threads, nails, pegs, and other means as

directed by the engineer in charge. Marking shall be done during the nighttime or other suitable time to prevent hindrance to

any stakeholders. after marking is done at the site, it shall be jointly reviewed by all the stakeholders, and if required, marking

shall be updated as per inputs received during review from the stakeholders. Post approval of marking about alignment and

locations of all elements, actual execution for the sample stretch/mass execution will start. The actual single time marked area

(plan area) shall be measured for payment irrespective of no of time re-marking is done by the contractor due to any reason

without any extra cost.

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101 Granite drain/ catch basin cover Sqm 18.00 7204.38

Providing and fixing 40mm thick Granite stone (machine cut Granite of required size, shape, finish and specified shade) with

holes/ perforation/ slit of required size, shape & finish made with CNC/ water jet machine for drain channel, catch basin cover,

tree grating as per drawing.

Stone shall be directly placed on service trench, catch pit, etc with metal framing as per drawing and as directed by engineer

in charge. Sample shall be approved by Engineer in charge. Metal work shall be paid in relevant agreement items.

102 Extra for carving work for carving in required depth on any type of stone elements i.e. for on Flooring, solid stone base, Sqm 509.00 4259.02

cladding, in elevation, column cladding, or other similar elements on any type of stone by manual or with CNC/ water jet

machine as per drawing. Contractor shall prepare shop drawing (scale 1:1) base on concept design and get approved.

Sample shall be approved by Engineer in charge. Mock-up shall be carried out as per approved shop drawing and sample.

Actual area of carving on stone shall be measuerd for payment. The rate shall be foronly carving work without cost of stone.

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103 Providing and fixing factory made mild steel portable Kiosk container based on design intent, to be used as kiosk, of any size Sqm 37.00 34557.35

any shape any height with complete interiors and E&M installation as specified (including connections with electric and

internet supply available at site), excluding furniture, all complete as per design intent/drawings, specifications and direction of

Engineer in charge. Contractor to prepare shop drawing as per design intent provided.

Specifications and scope of work as mentioned below.

Outer Walls – M.S corrugated sheet of 18 gauge thick exterior walls with 1 coat of primer and 2 coats of epoxy paint on outer

surface of approved make, finish and shade.

Lifting Arrangement - MS hooks of required size & shape and in required numbers for safe lifting and shifting of container

including paint of approved make, shade and finish.

Flooring :- Bottom - MS framing of required size as per stability requirement( unless anywhere specified, framing shall be i.e.

RHS 100 x 50mm, cross member: 80 x 40mm RHS MS pipe & 40 x 40mm SHS MS pipe etc with, grid size will be 4ft x 2ft,

however responsibility of stability of kiosk shall be of the contractor), with minimum 2.5mm thick MS chequered plate fixed

with screws/ welding / suitable connection.

Corner Post, Top Rail, Roof framing :- MS framing of required size as per stability requirement ( unless anywhere specified,

framing shall be i.e 65 x 65mm SHS MS pipe for corner post, Top Rail & roof framing:- 50 x 50mm SHS MS pipe, however

responsibility of stability of kiosk shall be of the contractor)

Roof :- single side/double side slope roof or flat roof with drainage provision as per design intent made of 1.5mm MS sheet

welded/bolted with MS frame, adequate roof bows top inner decorated with 9 mm thick laminated board.

Main Door :- main door of size 980mm x 2100mm : frame work by square MS pipe, external wall made of 1.20 mm thick ms

sheet & inner wall decorated 8 mm or more thick laminated ply wood, handle & holdfast with lockable arrangement.

Windows :- required numbers of windows having shape & size as per drawings, of powder coated aluminium sliding

windows/hinge windows having locking arrangement of approved quality as per direction of engineer in charge.

Chajja & Signages: Necessary wether shade & signage/hording shall be provided as per design intent.

Note: All MS pipe shall be of minimum 2.5 mm thickness. The sizes of MS pipe specified are minimum size and if required

higher size shall be provided without any extra payment.

Insulation & Interiors

Wooden framing in the whole container (Wall and ceiling), 50 mm thick glass wool insulation, 8 mm thick ply wood with

0.5mm thick laminate on inner face, PVC batten and beading to cover the joints and to give aesthetic look as per intent image.

Electrical Wiring ( all copper ISI marked wire), sockets (4 nos -16 Amp, 4 nos -6 Amp), Switches (all ISI

marked 6 Amp & 16 Amp), provision of two split AC including wiring and MCB's, 2 Nos. Ceiling fans, 6 Nos Recessed Ceiling

lights (LED) of size- 1'x1' of 18 Watts etc. and other Fittings including all necessary circuit breakers and their boxes, and other

electrical fittings etc., make of fittings and specification of all electrical fittings shall be as per direction of Engineer in charge

(unless otherwise mentioned). sample and mock up shall be prepared by the contractor 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. 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. Approved mock up works shall be measured for payment

without any wastage However, rejected Mock up shall not be measured for payment. Kiosk shall be fixed on any type of

surface with required type and size of tie rods, anchor fastener, bolts, other accessories etc with required civil work. Footprint

area of the kiosk shall be measured for payment without considering any additional area.

Vastrapur Precinct-Civil Page 37 of

Sr. No. Description Unit Total Quantity With Labour Cess

Based on on ARC

Based on R&B SOR

Tender , R&B sor

104 Bio Toilet Sqm 83.00 76153.44

Providing and Fixing pre-fabricated and portable Bio toilet made of PPGL sheet(internal & external) and MS framing with

approved color, shade, size, shape and make as per design intent with/without bio-digester. Bio Toilet of Specified Size shall

be with aluminium sheet flooring with MS chequered plate Including required number of WC, wash basin , exhaust fan, light,

door, acessories, Electrical wiring, switch socket, health faucet, piller cock & other required CP fittings including all charges

transportation, erection etc.

Footprint area of the Bio toilet shall be measured for payment without considering any additional area.

Total Carried Over to Summary

Vastrapur Precinct-Civil Page 38 of

Sr. No. Description Unit Total Quantity With Labour Cess

Based on on ARC

Based on R&B SOR

Tender , R&B sor

DISMANTLING AND DEMOLISHING

105 Dismantling of existing PCC work of any grade in any type of elements, including tools, plants and scaffolding wherever Cum 300.00 1077.56

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.

106 Dismantling of existing RCC work of any grade in any type of elements by mechanical or manual means as suggested by Cum 300.00 1526.15

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.

107 Dismantling of existing any type of masonry work in type of structure in any thickness, with or without plastered or any Cum 300.00 1018.70

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.

108 Dismantling of existing any type of Steel Structures/ Metal works for all level including dismantling, cutting, dismembering Kg. 3000.00 3.67

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.

109 Removal of existing kerb stones of any type, any size, any thickness in required depth including removing kerb with base Rmt 8401.00 44.89

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.

110 Dismantling/ removing tiled, paved floors, stone floors with all required sub layers including disposal unserviceable Sqm 8401.00 188.21

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.

Vastrapur Precinct-Civil Page 39 of

Sr. No. Description Unit Total Quantity With Labour Cess

Based on on ARC

Based on R&B SOR

Tender , R&B sor

111 Transplantation of trees No. 11.00 22866.10

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. Tranplantation of trees to be done for the

tress which are shown in the drawing for transplantation. Measurement sheet for tree transplantation shall be approved before

the transplantation. any type of small trees, shrubs, topiories, etc which shall be replanted locally shall not be consider for

transplantation item, and it shall be replanted without any extra cost. Only well grown trees which are shown in GFC drawing

to be consider for transplantation mesurement sheet.

Total Carried Over to Summary

Vastrapur Precinct-Civil Page 40 of

Sr. No. Description Unit Total Quantity With Labour Cess

Based on on ARC

Based on R&B SOR

Tender , R&B sor

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 substainal hand over is inclusive in quoted rate.

6) Rates of mortality up to maintenance period to be inclusive, in that condition contractor has to replace the plant of same

specification with out any extra cost.

7) For all kind of plantation, rate shall be inclusive of all necessary fertilizers, natural compost, vermi compost, pesticides,

termite, neem cake, neem oil, castor oil, coco peat, perlite, etc.

8) Soil hips anywhere at the site shall be stored with the constant spraying of water or covering with suitable net or other

material as per the recommendation of environmental consultation to reduce air pollution through soil dust.

112 Soil Filling for Gardening/Plantation Cum 3031.00 898.90

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

mt below ground) Eucalyptus/ Cedar stakes and tied to steam of planted tree with rubber tie/ patta of size 30mm x 10mm in

twisted pattern as per drawing. Tree guard stack shall be painted with bituminous paint at below ground portion puls 150mm

above ground portion. Tree guard shall be installed vertically out side the root ball properly so tree grown in upright position.

Tree guard shall be maintained up to the tree become well set and as directed by architect and Engineer-in-charge. After

completion of maintenance period, tree guard shall be property of Contractor.

Rates of mortality up to 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.

Vastrapur Precinct-Civil Page 41 of

Sr. No. Description Unit Total Quantity With Labour Cess

Based on on ARC

Based on R&B SOR

Tender , R&B sor

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 specification.

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

4. The tree trunk shall be straight and vertical. There should not be any abrupt changes in girth of the trunk.

5. The form or shape of the crown shall be typical for the specimen of the species. The crown shall not be significantly

deformed by wind, pruning practices, pests or other factors.

6.Trees shall be single stemmed unless otherwise specified.

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

8. The size, colour and appearance of leaves shall be typical for the time of year and stage of growth of the tree species.

Leaves shall not be damaged or discoloured.

9. The root system shall be free of injury from biotic (insects, pathogens) infestation and shall be uniform throughout the soil

mix or growth media. Container grown nursery stock shall have a well‐established root system reaching the sides of the

container to maintain a firm ball when the container is removed.

113 Tree Plantation - Category T1 (As per drawing) Each 450.00 4450.51

114 Tree Plantation - Category T2 (As per drawing) Each 320.00 3708.52

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 tender item.

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 specification.

2) The size, colour and appearance of leaves shall be typical for the time of year and stage of growth. The shrubs will be

supplied in plastic bags with well with well developed root system or injury caused by mishandling during transportation.

Vastrapur Precinct-Civil Page 42 of

Sr. No. Description Unit Total Quantity With Labour Cess

Based on on ARC

Based on R&B SOR

Tender , R&B sor

115 Plantation - Category -S1 (As per Drawing) Sqm 401.00 1828.76

116 Plantation - Category -S2 (As per Drawing) Sqm 451.00 3677.71

117 Plantation - Category -H1 (As per Drawing) Sqm 1692.00 2149.63

118 Plantation - Category -G1 (As per Drawing) Sqm 827.00 4372.54

119 Providing and laying grasses established using rooted plant on prepared ground with proper level and ramming with tools Sqm 836.00 750.94

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 cost.

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 (L1 As drawing )

120 Bamboo- Sqm. 37.00 6983.85

Supplying, transporting, hoisting and planting well grown bamboo plants (B1) of specified species and height as per 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. Work shall be done as shown in the drawing or as

directed and approved by architect and EIC. Rates of mortality up to maintenance period to be inclusive, in that condition

contractor has to replace the plant of same specification with out any extra cost. Contractor shall provide vertical support for

bamboo as per site condition during plantation and as approved by Engineer-in-charge. Rate shall be for cost of plant,

loading, transporting, unloading, planting, pesticides, fertilizers, anti termite treatment, watering, support, maintaining,

replanting (if plant will be died) etc but excluding the cost of soil, manure, sludge and it shall be paid in relevant tender item.

Bamboo plants varieties shall be as per drawing.

Total Carried Over to Summary

Total Civil Amount

Vastrapur Precinct-Civil Page 43 of

PROJECT NAME:- DEVELOPMENT OF VASTRAPUR PRECINCT AT AHMEDABAD

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

Memorandum showing items of works to be carried out :

With Labour Cess AMOUNT

Sr. No. Item Description Unit Based on on Based on R&B

Tender , R&B sor , SOR and MR

CHAPTER- 23 WATER SUPPLY PLUMBING & SANITARY FITTING

1 Providing and fixing concealed centre point to wall ceiling & floor CPVC Rmt 366 166.86

(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.

5 Providing, supplying, laying, joining and excavation D. I. pipes for Rmt 3 1,516.01

following 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 8329-2000)

150 mm Dia. DI K-7 class pipes

Vastrapur Precinct-Plumbing 1 of

With Labour Cess AMOUNT

Sr. No. Item Description Unit Based on on Based on R&B

Tender , R&B sor , SOR and MR

6 Manufacture, supply & delivery of Ductile Iron Flange socket spigot Kg 3 149.48

bends, 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.

Socket & Spigot Type

80 to 300mm Dia

7 Flanged Ended Kg 3 156.55

80 to 300mm Dia

8 S.I.T.C of ISI mark CI D/F Sluice Valves as per IS:14846 (Latest Nos 24 6,506.42

Edition) of 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)

9 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

10 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

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

Vastrapur Precinct-Plumbing 2 of

With Labour Cess AMOUNT

Sr. No. Item Description Unit Based on on Based on R&B

Tender , R&B sor , SOR and MR

11 S.I.T.C of standard HDPE pipe saddle clamp is a fitting used to create Rmt 37 151.50

a 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

12 Dismantling/ removing any type of water supply pipe line any diameter Rmt 303 74.03

and 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.

13 Repairing of existing utility service line if required and as directed by Rmt 366 3,822.73

engineer 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

Vastrapur Precinct-Plumbing 3 of

With Labour Cess AMOUNT

Sr. No. Item Description Unit Based on on Based on R&B

Tender , R&B sor , SOR and MR

14 Connecting the collapsed water supply pipe line of following diameter Nos 33 1,116.07

as soon 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

23 DI to PVC connection Making/ Repairing Connection work for the Nos 73 841.69

following Dia. PVC pipe.

Vastrapur Precinct-Plumbing 4 of

With Labour Cess AMOUNT

Sr. No. Item Description Unit Based on on Based on R&B

Tender , R&B sor , SOR and MR

27 Making connection to the existing M.H.in running sewer including 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

32 Removing & relaying of existing CI/DI pipe line & Specials, Cleaning of Rmt 3 71.71

pipe & 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

33 (B) 100 mm Dia Rmt 3 72.72

34 (C) 150 mm Dia. Rmt 3 87.87

36 (E)250 mm Dia. Rmt 3 127.26

Vastrapur Precinct-Plumbing 5 of

With Labour Cess AMOUNT

Sr. No. Item Description Unit Based on on Based on R&B

Tender , R&B sor , SOR and MR

38 Labour Charges for repairing the joint leakage in the existing C.I./DI Per Joint 3 429.25

Pipe line 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.

39 (B) 150 MM Dia. to 250 MM Dia. Per Joint 3 505.00

40 Excavation for trail pit of maximum dimension of 1.5 mt x0.75 x 1.5 mt No 3 252.50

depth for location of existing line including excavation but excluding cost

asphalt cutting but including refilling, watering etc. comp as per

instruction of Engg in charge.

41 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.

42 Cutting of existing pipelines of following diameters including carting of No 3 1272.6

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 Dia

Vastrapur Precinct-Plumbing 6 of

With Labour Cess AMOUNT

Sr. No. Item Description Unit Based on on Based on R&B

Tender , R&B sor , SOR and MR

53 P/F with lead joints the CI/MS fitting over cut ends of existing C.I/M.S. No 3 586.1636

Pipes by prior jute caulking pouring lead and caulking against to finish

properly. A) 100 mm Dia

60 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 2000 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 2015-16)

Vastrapur Precinct-Plumbing 7 of

With Labour Cess AMOUNT

Sr. No. Item Description Unit Based on on Based on R&B

Tender , R&B sor , SOR and MR

CHAPTER- 24 DRAINAGE & SEWERAGE ITEM

66 Providing laying (to level or slopes) and jointing reinforced concrete Rmt 3 397.94

including 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

Vastrapur Precinct-Plumbing 8 of

With Labour Cess AMOUNT

Sr. No. Item Description Unit Based on on Based on R&B

Tender , R&B sor , SOR and MR

78 Lowering, laying and jointing R. C. C. pipes in OPC Cement of following Rmt 3 120.19

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

79 (b) 450 mm Dia NP4 class Rmt 3 172.71

80 (c) 600 mm Dia NP4 class Rmt 3 230.28

81 (d) 900 mm Dia NP4 class Rmt 3 343.40

82 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

Vastrapur Precinct-Plumbing 9 of

With Labour Cess AMOUNT

Sr. No. Item Description Unit Based on on Based on R&B

Tender , R&B sor , SOR and MR

83 (b) 450 mm Dia NP4 class Rmt 3 2,318.96

84 (c) 600 mm Dia NP4 class Rmt 3 3,185.54

85 (d) 900 mm Dia NP4 class Rmt 3 7,066.97

86 Providing And Jointing Stoneware Pipes including Excavation Up to 2 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. (a) 100 mm Dia

87 (b) 150 mm Dia Rmt 3 263.92

88 (c) 230 mm Dia Rmt 3 531.43

89 Excavation of Pipe line trenches for all under ground pipes with shoring m3 11061 136.35

and strutting if require as per the site gradient and line including safety

provisions using site rails and stacking excavated stuff including up to

all required lead cleaning the site etc. complete of all lifts and strata as

1.50 mt to 3 mt depth

Vastrapur Precinct-Plumbing 10 of

With Labour Cess AMOUNT

Sr. No. Item Description Unit Based on on Based on R&B

Tender , R&B sor , SOR and MR

90 Raising of Existing manhole. Item includes, cutting of existing road No 171 6,883.47

surround 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.

91 Repairing damaged manhole and raising manhole up to road level 31 728.82

including 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

up to 0.15 mt. (@ Two Coarse)

92 up to 0.35mt. (@ Four Coarse) Nos. 31 1,155.44

93 up to 0.65 mt. (@ Seven Coarse) Nos. 31 1,786.49

94 up to 0.90 mt. (@ Ten Coarse ) Nos. 31 2,150.90

95 Providing and laying in trench ECO-drain PVC pipe as per IS-15328 Rmt 1,806 -

class SN-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.

Vastrapur Precinct-Plumbing 11 of

With Labour Cess AMOUNT

Sr. No. Item Description Unit Based on on Based on R&B

Tender , R&B sor , SOR and MR

96 Dismantling / removing any type of pipe line for sewer or storm water Rmt 366 88.00

above 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.

97 Repairing of existing utility service line if required and as directed by Rmt 366 7,160.17

engineer 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.

Vastrapur Precinct-Plumbing 12 of

With Labour Cess AMOUNT

Sr. No. Item Description Unit Based on on Based on R&B

Tender , R&B sor , SOR and MR

98 Supply Installation Testing & Commissioning of Prefabricated Polymer Rmt 1320 7,676.00

Concrete TS1000/TL1000 Polymer Concrete Drainage Channel,

loading class A15 to D400, according to EN 1433, with following

a) Compressive strength -96 N/mm2 or higher

b) Flexural strength -27 N/mm2 or higher

c) Water absorption - 0.07%

d) Mannings roughness- 0.011.

The Channel Should be in 'U'-profile in shape with screw less locking

grating, without slope. The Channels interlocking shall be with tongue

and groove joints and are with anchoring features on the outside wall to

ensure mechanical bond to the surrounding bedding material and

pavement surface.

The channels shall be with knock-out preform for connection to 110mm

pipe, provided with inbuilt bottom outlet suitable for DN 100 and with all

range of accessories like end plate / end plate with outlet suitabel for

DN 75/100mm. The Channel gratings shall be made up of Galv. Steel /

Stainless Steel 304 in 1000 mm length suitable as per load class A-15 /

B-125 / C-250/ D400 confirming to EN 1433. The Channels nominal

width shall be 100 mm with overall width 130 mm.

Typical Dimensions : 1000 x 130 x 125 (LxWxH ), Height (125 mm).

Grating: Single type Brick slot grating with discreet inlet slot size of

mm i.e. with Ht. 25 mm and 1000 mm in length, made of Stainless

Steelthick 304 grade material certified to pedestrain load class and with

fully removable maintenance unit. Overall Dimensions: 1000mm x

135mm x 125-225mm (L x W x H) 100mm Wide Polymer Concrete

Vastrapur Precinct-Plumbing 13 of

With Labour Cess AMOUNT

Sr. No. Item Description Unit Based on on Based on R&B

Tender , R&B sor , SOR and MR

99 Supply Installation Testing & Commissioning of Inspection Chamber Nos. 130 3,939.00

(0.5 m length) made of Stainless Steel 304, compatible with above drain

channel as per (EN1433 load class A15/B125 as required), full

removable top cover with joints, and all accessories, installed on

concrete foundation as per OEM specifications.

100 Supply Installation Testing & Commissioning of Connecting Unit Nos. 25 858.50

compatible for 'U' shape drain channel connections, made of stainless

steel 304 for the in between & ends for watertight jointing, compatible

with above drain channels, required accessories, installed in polymer

concrete groove with water tight as per OEM specifications.

101 Supply Installation Testing & Commissioning of End Cap with Outlet Nos. 50 1,363.50

Ø100mm, made of Stainless Steel 304, suitable for above drain

channels, complete with watertight sealing arrangement and fixing

accessories, installed as per OEM specifications,

Vastrapur Precinct-Plumbing 14 of

With Labour Cess AMOUNT

Sr. No. Item Description Unit Based on on Based on R&B

Tender , R&B sor , SOR and MR

102 Supply Installation Testing & Commissioning of End Cap for channel Nos. 50 1,212.00

start/end, made of Stainless Steel 304, suitable for above drain

channels, complete with watertight sealing arrangementat the starting

and end also and all fixing accessories, installed on concrete foundation

as per OEM specifications

103 Supply Installation Testing & Commissioning of in trench ECO-drain Rmt 20 1,500.02

PVC pipe as per IS-15328 class SN-4 pipes to the specified invert level

and slope and full leak proof joining with rubber ring click ring jointing

etc., complete with testing. MEA Inspection Chamber for Cleaning &

Maintaince for MEA Drain channel length-0.5m 160 mm dia.

(Plumbing Work) (in Rs)

Total Work Part-A (Civil + Plumbing) (in 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

Vastrapur Precinct-Plumbing 15 of

PART-B [ELECTRICAL WORK]

Development of Vastrapur Precinct in Ahmedabad Municipal

Corporation, Ahmedabad.

PROJECT NAME:- DEVELOPMENT OF VASTRAPUR PRECINCT AT AHMEDABAD

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

Memorandum showing items of works to be carried out :

Sr. No. Description Unit Total Quantity Cess Based on

Based on R&B SOR and

on Tender , R&B

ELECTRICAL WORKS

1) For more detailed description of any material or item contained in the BOQ, please refer Electrical Works Specifications. If the

detailed specs for a particular item is not contained in the Part-II technical specification, the description given in the BOQ shall have to

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 pillar with IP 55 protection & should be powder coated fabricated from

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 pillar.

1 Type 2 as per SLD Ea. 12 1,72,710.00

Street Lighting SFP Type-2 (Outdoor Duty)

Light Fixtures & Poles

Vastrapur-Electrical 1 of

Sr. No. Description Unit Total Quantity Cess Based on

Based on R&B SOR and

on Tender , R&B

2 Street Light Pole - 8+m Set 146 29,492.00

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, 165 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, 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 8000 above FFL) (Sample to

1) with necessary 2 Nos 6 way connector, 3 Nos. 2A SP MCB with din rail channel, 8mm thick. Hylem sheet, 12x2 mm thick. 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

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)

3 Street Light Pole Single Arm Bracket Set 73 2,121.00

Supply & installation of maximum up to 1200 mm Single 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.

(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.

4 Street Light Pole Double Arm Bracket Set 62 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.

(Refer provided typical pole drawing - for further details)

Vastrapur-Electrical 2 of

Sr. No. Description Unit Total Quantity Cess Based on

Based on R&B SOR and

on Tender , R&B

5 Street Light Pole Tripple Arm Bracket Set 12 5,151.00

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.

(Refer provided typical pole drawing - for further details)

6 Post top lantern Pole - 4+M Set 283 25,149.00

Onsite Sampling, Supply, erecting, testing, commissioning of 4 Mtr. CLEAR Height from Finish level, GI decorative pole 139mm Dia X

4.00 mm thick. With 400 X 12 mm round flange with integral type junction box with necessary reducer / coupler for fixing of light

fixtures (post top lantern) & Hinged access door with allen key & gasket require to access the integral junction box, with one coat of zinc

oxide complete in all respect as per Drawing. Rate shall be including PU paint of shade as per drawing or as directed by Architect and

rate shall be inclusive of RCC foundation work with earthing complete in all respect as per requirement as per site condition with cost

of the chemical grouted Anchor fastener, foundation bolt and spiral earthing approx 2 Mtr length of GI wire and after fixing of pole

all nuts/bolts to be covered with injection moulded PVC caps. (Sample to be approved)

1) integrated junction box having with necessary 6 way connector, 1 No. / 2 Nos.

2A SP MCB with din rail channel, 8mm thick. Hylem sheet, 12x2 mm thick. 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

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.

(Refer provided typical pole drawing - for further details)

Vastrapur-Electrical 3 of

Sr. No. Description Unit Total Quantity Cess Based on

Based on R&B SOR and

on Tender , R&B

7 Post top lantern Pole - Decorative Heritage Theme - 4+M Set 76 31,613.00

Onsite Sampling, Supply, erecting, testing, commissioning of 4 Mtr. CLEAR Height from Finish level, GI decorative pole of Heritage

theme; pole shall be having bottom section of 140 (Dia)X1000mmx3.5mm (thick and middle

section are 76 mm(Dia)x3000mmx3mm thick with 400 X 12 mm round flange with integral type junction box with necessary reducer /

coupler / decorative U bracket 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 coating of

pole with epoxy zinc coated primer and finished using environmentally stable polyurethane-based paint to minimum average DFT of

110 microns of shade as per drawing or as directed by Architect. Rate shall be inclusive of RCC foundation work with individual earthing

complete in all respect as per requirement & shown in typical drawing & 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 moulded PVC caps. The decorative pole shall be of ‘composite’ construction designed to withstand specified

‘dead load’ pertaining to the luminaire and its mounting accessories and ‘wind load’ corresponding to a basic wind speed of 169 kmph

without any deformation or damage to the structure.

(Sample to be approved)

1) integrated junction box having with necessary 6 way connector, 1 No. / 2 Nos.

2A SP MCB with din rail channel, 8mm thick. Hylem sheet, 12x2 mm thick. 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

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.

(Refer provided intent picture of fixture - Heritage light fixtures, for further details)

Vastrapur-Electrical 4 of

Sr. No. Description Unit Total Quantity Cess Based on

Based on R&B SOR and

on Tender , R&B

8 Light Fixtures - Street Light Ea. 232 6,768.01

Sampling on Site, Supplying, erecting, connecting, testing and commissioning of any kind of LED Decorative 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 Poly Carbonate (minimum IK10)/Glass (minimum IK08)

protector, report for asymmetric light distribution. The luminaire with a body of high pressure die cast aluminium painted grey or

colour approved by architect, LED Street Light (IP 66 or higher) with minimum Luminous Efficacy of ≥ 115+ Lumens /Watt. The fixture

shall be LM-79 & LM-80 Certificates complied from OEM by NABL accredited lab.

Light Fixture selection shall be by Architect / Client / Consultant only. Sample to be approved before Mass production / supply. Colour

Temperature Range shall be between 3000 to 6500 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 engraved / 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.

(Refer fixture selection sheet attached herewith this tender) Architect / Client may ask to use similar different fixture at different

stretch of the project to suit the theme from given reference & tender specification of this tender which shall be provided without any

extra cost or time to fulfil the project requirement.

Vastrapur-Electrical 5 of

Sr. No. Description Unit Total Quantity Cess Based on

Based on R&B SOR and

on Tender , R&B

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)

Vastrapur-Electrical 6 of

Sr. No. Description Unit Total Quantity Cess Based on

Based on R&B SOR and

on Tender , R&B

9 Light Fixtures - Post Top Fixture Ea. 283 23,735.00

Sampling on Site, Supplying, erecting, connecting, testing and commissioning of Urban theme Post top lantern fixture from given

street light fixture basket, of approx 25 to 50 Watts.

Post Top lantern (IP 66 or Higher, IK10 for Polycarbonate / IK08 for Glass), Rated service life of electrical Class I, rated voltage 240V,

Power Factor ≥ 0.9, with drivers ,internal surge protection of minimum 4 kV, with minimum Luminous Efficacy of ≥ 90+ Lumens /Watt,

The fixture shall be LM-79 & LM-80 Certificates complied from OEM by NABL accredited lab..

Light Fixture selection shall be by Architect / Client / Consultant only. Sample to be approved before Mass production / supply. Colour

Temperature Range shall be between 3000 to 6500 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 engraved / 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 500 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.

(Refer light fixture selection sheet attached with this tender.) Architect / Client may ask to use similar different fixture at different

stretch of the project to suit the theme from given reference & tender specification of this tender which shall be provided without any

extra cost or time to fulfil the project requirement.

Vastrapur-Electrical 7 of

Sr. No. Description Unit Total Quantity Cess Based on

Based on R&B SOR and

on Tender , R&B

10 Light Fixtures - Post Top Fixture - Heritage Theme Light Fixture Ea. 76 29,391.00

Sampling on Site, Supplying, erecting, connecting, testing and commissioning of Urban theme Post top lantern fixture from given

street light fixture basket, of approx 25 to 60 Watts.

Post Top lantern (IP 66 or Higher, IK09), Rated service life of electrical Class I, rated voltage 240V, Power Factor ≥ 0.9 CRI >70 THD<15%,

with drivers ,internal surge protection of minimum 4 kV & external surge protection of 10kV, with minimum Luminous Efficacy of ≥

120+ Lumens /Watt, The fixture shall be LM-79 & LM-80 Certificates complied from OEM by NABL accredited lab.. The protector is

made of single piece injection moulded polycarbonate Protector grade with UV resistant.

Light Fixture selection shall be by Architect / Client / Consultant only. Sample to be approved before Mass production / supply. Colour

Temperature Range shall be between 3000 to 6500 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 engraved / 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 200 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.

(Refer light fixture selection sheet attached with this tender.) Architect / Client may ask to use similar different fixture at different

stretch of the project to suit the theme from given reference & tender specification of this tender which shall be provided without any

extra cost or time to fulfil the project requirement.

Vastrapur-Electrical 8 of

Sr. No. Description Unit Total Quantity Cess Based on

Based on R&B SOR and

on Tender , R&B

Aesthetic Lighting - Light Fixtures

11 Onsite Sampling, Supply, Installation, Testing & Commissioning of Tree Uplighter LED Light Fixture of approximately 10 to 50 Watts Ea. 26 10,504.00

outdoor (IP 67, IK10 for Polycarbonate / IK08 for Glass) Rated. This item shall include all required hardware, accessories, driver, all other

components which are required to fulfil the requirement of the project. This shall also include all the related civil cost for RCC

foundation to grout the fixture in ground with appropriate anti theft fixing method.

MOC shall be - Aluminium dicast Powder coated with shed as per arch required colour, suitable for Ambient of 50deg, heat sinkable

material with gasket, tempered glass, high impact resistant; Driver shall have inbuilt protection against shortcircuit, Over voltage, Over

current; THD <10%, PF shall be better than 0.9, L70 LM80 Reports to be provided along with BIS/equi certificate for the fixture / system.

Light Fixture selection shall be done by Architect / Client / Consultant only. Sample to be approved before Mass production / supply.

(Refer light fixture selection sheet attached with this tender.) Architect / Client may ask to use similar different fixture at different

stretch of the project to suit the theme from given reference & tender specification of this tender which shall be provided without any

extra cost or time to fulfil the project requirement.

Cables & Termination

12 Providing and erecting ISI Marked 3core 240 Sq.mm XLPE insulated 11 KV armoured cable Aluminium conductor IS-7098 to be laid on Mtr. 50 2,217.96

wall with clamps or in provided cable trench / pipe approved manner as directed.

13 Supplying and erecting high tension cable end box outdoor type suitable. for 11 KV 240Sq.mm 3core H.T. cable complete with gland Ea. 4 4,195.54

bushing and jointing material.

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 Mtr. 3334 115.14

with necessary clamps or in existing trench / pipe of following size of cables

4 core 4.0 Sq. mm

15 4 core 6.0 Sq. mm Mtr. 200 124.23

18 4 core 25.0 Sq. mm Mtr. 50 188.87

19 3 1/2 core 35 Sq. mm ( 16 Sq. mm 1/2 core) Mtr. 600 217.15

20 3 1/2 core 70 Sq. mm ( 35 Sq. mm 1/2 core) Mtr. 50 372.69

Vastrapur-Electrical 9 of

Sr. No. Description Unit Total Quantity Cess Based on

Based on R&B SOR and

on Tender , R&B

21 3 1/2 core 120 Sq. mm ( 70 Sq. mm 1/2 core) Mtr. 50 534.29

22 3 1/2 core 185 Sq. mm ( 95 Sq. mm 1/2 core) Mtr. 50 899.91

Vastrapur-Electrical 10 of

Sr. No. Description Unit Total Quantity Cess Based on

Based on R&B SOR and

on Tender , R&B

Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Copper conductor for 1.1 KV. to be laid on wall with

necessary clamps or in existing trench / pipe at road crossing or floor of following size of cable.

3 core 2.5Sq. Mm

24 3 core 4 Sq. mm Mtr. 860 285.83

Cable Termination

25 Providing and, fixing heavy duty flange type brass cable gland with rubber ring for PVC insulated armoured cable complete with out Ea. 23 33.33

going tails, insulating tape etc for following size of cables.

2 to 4 core 2.5 / 4 Sq. mm

26 2 to 4 core 6 Sq. mm Ea. 4 38.38

27 2 to 4 core 10 Sq. mm Ea. 4 38.38

28 2 to 4 core 16 Sq. mm Ea. 92 47.47

29 2 to 4 core 25 Sq. mm Ea. 2 51.51

34 Solderless crimping type Aluminium lugs conforming to IS suitable for cable of following size evenly crimped with high pressure tool & Ea. 330.32 6.06

connected to switchgear terminals with brass/cadmium plated nut bolts in an approved manner.

Vastrapur-Electrical 11 of

Sr. No. Description Unit Total Quantity Cess Based on

Based on R&B SOR and

on Tender , R&B

Infrastructure Network

42 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 Mtr 4116 46.46

and making the surface as normal ground.

43 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. Mtr 2000 134.33

layer of sand above & below cable (16 bricks per meter)

44 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 Ea. 500 240.38

foundation as directed by Engineer in charge.

45 Providing laying (to level or slopes) and jointing reinforced concrete including Excavation non-pressure pipes I.S. class NP3 of the Mtr. 100 1,274.62

following internal diameter with collars and butt ends prepared for collar joints including testing of joints complete.

47 Providing & laying approved make Double walled corrugated pipes (DWC) of polyethylene(conforming to IS 14930 II )with necessary Mtr. 8351 95.95

connecting accessories of same material at required depth in existing trench for laying of cable. below ground / road surface for

enclosing cable

90 mm outer Dia

48 50 mm outer Dia Mtr. 50 62.62

49 160 mm outer Dia Mtr. 4841 252.50

50 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 Mtr. 100 732.25

or floor as directed for laying of cable. The pipes as following size of Dia & weight per 6 Mtr.

(F) 110 mm inner Dia.

Vastrapur-Electrical 12 of

Sr. No. Description Unit Total Quantity Cess Based on

Based on R&B SOR and

on Tender , R&B

51 7 Way multiduct for Optical Fiber Cable Mtr. 10281 808.00

Supplying and laying following 7- Way 40mm Multi Ducts with solid permanently solidly lubricated Silicone. External Sheath will

be in Orange Colour 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)

52 Providing & laying approved make ISI marked Rigid PVC pipe having 6Kg / cm2 (Class-3) to be erected at road crossing on or floor as Mtr. 252 62.62

directed for laying of cable. The pipes as following size of Dia & weight per 6 Mtr.

(B) 50 mm inner Dia. (2.5Kg/6RMT)

53 Drilling the road without breaking the road surface (Asphalt) for laying of cable for feeding power supply by making up to following size Mtr. 30 514.09

of holes at both ends complete.

(B) Up to 150 mm bore Dia

54 Supplying & erecting in earthpit of minimum bore dia. 225mm size approved make Safe Earthing Electrode consisting Pipe-in-Pipe Ea. 140 5,842.85

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 resistance 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, Sulphur 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.

55 [C] For Electrical Installation covering Transformer Neutrals, Lightning arrester Earthing, A.C. Plant & Sensitive Computer Ea. 23 10,593.89

System(like Automation, SCADA)i.e. independent Earthing located in other than normal soil i.e. Soft Rock, Marshy Soil etc..

-Length of Pipe : 3 Mtr.

-Back filling Compound :2 nos Bags of 25 Kg.

Vastrapur-Electrical 13 of

Sr. No. Description Unit Total Quantity Cess Based on

Based on R&B SOR and

on Tender , R&B

56 Providing and erecting required size Copper strip for earthing of H.T. OCB / ACB/ Transformer, LT panel board, Motors etc. using copper Kg. 200 794.87

57 Providing and erecting required size HOT deep Galvanised iron strip for earthing of H.T. , OCB/ ACB/ Transformer LT panel board, Kg. 901 77.77

Motors etc. using proper clamp.

58 Providing and erecting Annealed bare Copper wire 8 to 16 SWG. Kg. 200 794.87

59 Providing and erecting HOT deep Galvanised iron strip wire 8 to 16 SWG. Kg. 879 77.77

Miscellaneous Items

60 Providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI marked stranded Copper conductor wire in following type of pipe Mtr. 200 107.06

to be erected in / on wall / ceiling with 2.5 sq. mm copper conductor FRLS PVC insulated stranded wire of green colour for earth

continuity of following size.

with medium class Rigid PVC pipe and accessories

2 wire 4 sq. mm

61 Providing and erecting Mains with 1.1 KV grade FRLS PVC insulated ISI Mtr. 200 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

62 2 wire 1.5 sq. mm Mtr. 200 59.59

63 Providing and erecting ISI mark Medium class RIGID PVC PIPES of following size complete to be erected on/in wall or ceiling erected Mtr. 200 32.32

with necessary PVC fittings & Junction boxes fixed with adhesive solution & Clamps with following Dia of pipes, in approved manner as

65 Supply & Installation of black colour IP 68 Junction box having size of 104x104x70 mm Dimensions with 4 sq. mm 5 pole terminal Set 45 7,201.30

suitable to terminate maximum 4 sq. mm wire, with GEL for IP 68 protection, with 3 nos M25 Cable glands.

Vastrapur-Electrical 14 of

Sr. No. Description Unit Total Quantity Cess Based on

Based on R&B SOR and

on Tender , R&B

66 Supply & Installation of black colour IP 67 Junction box having size of 225 x 295 x 122 mm Dimensions, without terminals, with 2 nos Set 10 3,747.10

M25 Cable glands

67 Supply Installation Testing & Commissioning of IP 68 Cable gland M20 with Locknut Ea. 135.9 40.40

68 Supply Installation Testing & Commissioning of IP 68 Cable gland M25 with Locknut Ea. 90.6 60.60

69 Supply & Installation of Two component Gel 2000 ml for above Junction Boxes & other area Ea. 2 8,019.40

Providing, erecting, fabricating the M.S. structure as per requirement on site incorporating proper size of M.S. angles, flats, Kg. 100 90.90

bars, channels, sections complete 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

Providing of Minimum 10 Nos. of LED 150W Flood Light and its temporary wiring in each Job in existing service road as per Job 5 50,500.00

Client requirements

70 Removing & relaying Set 12 5,642.43

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 .

71 Dismantling and removing of all materials like existing electrical / traffic poles with bracket, light fixtures, cables, foundations / civil Lot 85 933.92

base, Nut bolts, Street light section feeder pillar, 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 project area.

This covers all the streets of the project having approximate length up to 1 Km total

Total Work Part-B (Electrical Amount)

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

Vastrapur-Electrical 15 of

FINANCIAL BID FORM

To : The Municipal Commissioner,

Ahmedabad Municipal Corporation

Address : Scindia Bhavan, Judges Bunglow Road, Bodakdev,

Ahmedabad – 380

Name of work: - Development of Vastrapur Precinct in Ahmedabad Municipal Corporation,

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,