Development work of 100 Acre vacant land at Kandla Special Economic Zone, Gandhidham, Gujarat

Sl. TOTAL TOTAL NDSR TOTAL AMOUNT

Grand Total ( A-B) (Cost Put To Tender ) 73,88,13,563

BILL OF QUANTITY (BOQ)

Sr. DSR DESCRIPTION OF ITEMS Total

Unit DSR Rate DSR Amount NDSR Rate NDSR Amount

Civil work For ROAD & General Development

1.1.2 CARRIAGE OF MATERIALS 1.1 By Mechanical Transport including loading, unloading and stacking good Earth from 20

km (These rates are inclusive of contractor’s profit and over heads and carriage.

EARTH WORKS : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas

2 2.6.1 (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated 9467.04 Cum 177.5 1680399.60

earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. (All kinds of soil)

Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains

(not exceeding 1.5 m inwidth or 10 sqm on plan), including dressing of sides and ramming ofbottoms, lift upto 1.5 m,

including getting out the excavated soil anddisposal of surplus excavated soil as directed, within a lead of 50 m.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding

4 2.25 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 9424.39 Cum 196 1847180.44

Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also

5 2.25(a) including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. 84390.89 Cum 700.5 59115818.45

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and Disposal of existing industrial,

building rubbish / malba / similar unserviceable, dismantled and other waste materials at of 100 Acre vacant land to be

developed by mechanical means, including loading, transporting, unloading to approved municipal dumping ground out

of the KASEZ premises the periphery of the area cleared levelling & neatly dressing of disposed west completely as

directed by Engineer-in-charge. All leads including all lifts involved and Liasioning with the authorities for material

movement or any other activities like passes/ clearance etc. in this regard shall be the responsibility of the bidder and

shall be dealt on it’s own. No separate/ additional claim shall be given to the contractor for the mentioned work and shall

be inclusive in the quoted rate itself. Nothing shall be paid extra on this account. Note :-The Contractor shall inspect

and examine the site and its surrounding and shall satisfy himself before submitting his tender as to the nature

of the work (so far as is practicable), the form and nature of the site, the quantities and nature of the work and

materials/equipment/vehicles necessary for the completion of the works and means of access to the site, and in

general shall himself obtain all necessary information as to risk, contingencies and other circumstances which

may influence or affect his tender. He shall also take into consideration the climaticconditions

Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/ Lindane emulsifiable

concentrate of 20%

CEMENT CONCRETE : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone

aggregate 40 mm nominal size derived from natural sources)

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20

mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and

grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.

FORM WORK : Centering and shuttering including strutting, propping etc. and removal of form for Foundations,

10 5.9.1 footings, bases of columns, etc. for mass 2637.35 Sqmt 392.15 1034236.80

Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including

attached pilasters, butteresses, plinth and string courses etc.

Page - 1 / 20 Digitally signed by ANUJ

DEVELOPMENT OF 100 ACRE AREA, KASEZ, KANDLA

BILL OF QUANTITY (BOQ)

Sr. DSR DESCRIPTION OF ITEMS Total

Unit DSR Rate DSR Amount NDSR Rate NDSR Amount

Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings,

balconies and access platform

13 5.9.4 Centering and shuttering including strutting, propping etc. and removal of form for Shelves (Cast in situ) 6.48 Sqmt 927.25 6008.58

Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders,

bressumers and cantilevers

Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments,

Posts and Struts

Providing, Supplying, Loading, Unloading Factory made steam cured R.C.C Precast U shaped drains approved

(600x600mm) with precast cover size (730 x 600 mm )of thickness 75 mm . The drain shall be of M40 grade concrete

NDSR-02 including reinforcement or HD Wire of IS432 Part II, OPC 53 Grade Cement. The surface finish shall be smooth finish. The

(i) drain shall have grooves for jointing at the edge, curing arrangements, special in built insert, sleeves at appropriate

location as specified in drawing for fixing, lifting including mechanical means, loading, transportation at site including all

leads, lifts. All joints to be specified joint filling compound material.

Providing, Supplying, Loading, Unloading Factory made steam cured R.C.C Precast Box culvert for Road Crossing Box

Culvert (600x600mm). The drain shall be of M40 grade concrete including reinforcement or HD Wire of IS432 Part II,

NDSR-02 OPC 53 Grade Cement. The surface finish shall be smooth finish. The drain shall have grooves for jointing at the edge,

(ii) curing arrangements, special in built insert, sleeves at appropriate location as specified in drawing for fixing, lifting

including mechanical means, loading, transportation at site including all leads, lifts. All joints to be specified joint filling

compound material.

REINFORCED CEMENT CONCRETE : Steel reinforcement for R.C.C. work ready to use "cut and bend" rebars of approved

18 make from factory/workshop to construction site including placing in position and binding all complete upto plinth 4678.15 Kg 99.65 466177.65

level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

Steel reinforcement for R.C.C. work ready to use "cut and bend" rebars of approved make from factory/workshop to

19 construction site including placing in position and binding all complete above plinth level. Thermo-Mechanically Treated 2119.23 Kg 99.65 211181.27

bars of grade Fe-500D or more.

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete

work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland

/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of

concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of

laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per

20 5.33.1.2 direction of the engineer-in-charge; for the following grades of concrete. 33.36 Cum 9655.70 322114.15

Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In

case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall

have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M30 grade with minimum

cement content of 350 kg /cum. (All works upto plinth level)

Page - 2 / 20 Digitally signed by ANUJ

DEVELOPMENT OF 100 ACRE AREA, KASEZ, KANDLA

BILL OF QUANTITY (BOQ)

Sr. DSR DESCRIPTION OF ITEMS Total

Unit DSR Rate DSR Amount NDSR Rate NDSR Amount

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete

work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland

/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of

concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of

laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per

21 5.33.2.2 direction of the engineer-in-charge; for the following grades of concrete. 11.36 Cum 10011.35 113728.94

Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In

case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall

have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M30 grade with minimum

cement content of 350 kg /cum. (All works above plinth level upto floor V level)

Precast cement concrete solid block : Providing and fixing up to floor five level precast cement concrete solid block,

including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering,

22 4.7.1A shuttering complete : 1:1.5:3 (1 Cement: 1.5 coarse sand (zone-III) including manufactured sand derived from Recycled 2806.32 Cum 17677.25 49608020.22

Concrete Aggregate (RCA) upto 25% : 3 graded stone aggregate 20 mm nominal size including Recycled Concrete

Aggregate (RCA) upto 25%).

Flooring work : Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well

as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over

23 11.56.1 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and 203.82 Sqmt 4481.30 913378.57

pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc.

all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab colour of Black,

Cherry/Ruby Red or equivalent

Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with

24 11.26.1 pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 42.00 Sqmt 1948.25 81826.50

cement : 4 coarse sand) : 25 mm thick

Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar

25 11.27 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, 576.38 Sqmt 2354.70 1357201.99

including rubbing and polishing complete.

Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen

platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture

26 8.2.2.2 laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with 12.24 Sqmt 5136.30 62868.31

matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish

etc. complete at all levels. Area of slab over 0.50 sqm

Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78,

solar reflection > 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick

27 12.55 cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & 32.40 Sqmt 1703.95 55207.98

marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing

skirting upto 150 mm height along the parapet walls in the same manner.

Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water

absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm

28 11.41.2 thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting 4.59 Sqmt 1553.45 7130.34

the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm

Page - 3 / 20 Digitally signed by ANUJ

DEVELOPMENT OF 100 ACRE AREA, KASEZ, KANDLA

BILL OF QUANTITY (BOQ)

Sr. DSR DESCRIPTION OF ITEMS Total

Unit DSR Rate DSR Amount NDSR Rate NDSR Amount

Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption

less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over

29 11.46.2 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm 21.12 Sqmt 1623.05 34278.82

including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm

Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed

30 11.20.1 with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement 50.00 Sqmt 1402.00 70100.00

mortar 1:4 (1 cement: 4 coarse sand). Light shade pigment using white cement

Door & Window work : Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative

type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with

vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless

Steel butt hinges with necessary screws

Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden

32 9.53 plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone 8.00 Each 228.85 1830.80

aggregate 20mm nominal size).

Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS

33 9.83 : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and 2.00 Each 1124.85 2249.70

screws etc. complete.

Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge

34 9.135.2 with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete. With 12 mm mild steel 5.76 Sqmt 1228.00 7073.28

Providing and fixing factory made uPVC white colour sliding glazed window above 1.50 m in height dimension

comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with

1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size

according to uPVC profile), appropriate dimension of uPVC extruded glazing beads, uPVC extruded interlocks and uPVC

extruded Inline sash adaptor (if required), EPDM gasket, wool pile, zinc alloy (white powder coated) handle on one side

of extreme panel along with zinc plated mild steel multi point locking having transmission gear with keeps, zinc alloy

(white powder coated) touch lock with hook (if required for wire mesh panel), stainless steel (SS 304 grade) body with

adjustable double nylon rollers (weight bearing capacity to be 120 kg), G.I fasteners 100 x 8 mm size for fixing frame to

finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all

35 NDSR-03 corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between 5.76 Sqmt 7798.30 44918.21

frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of

approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes,

wire mesh and silicon sealent shall be paid separately). Variation in profile dimension in higher side shall be accepted

but no extra payment on this account shall be made.

Note: For uPVC frame and sash extruded profiles minus 5% tolerance

in dimension i.e. in depth & width of profile shall be acceptable. Two track two panels sliding window made of (big

series) frame 67 x 50 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead /

double glazing bead of appropriate dimension. (Area of window above 2.50 sqm upto 4.00 sqm.)

Steel Work : Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including

36 cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 6480.00 Kg 133.70 866376.00

Page - 4 / 20 Digitally signed by ANUJ

DEVELOPMENT OF 100 ACRE AREA, KASEZ, KANDLA

BILL OF QUANTITY (BOQ)

Sr. DSR DESCRIPTION OF ITEMS Total

Unit DSR Rate DSR Amount NDSR Rate NDSR Amount

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a

37 priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, 259.20 Kg 172.60 44737.92

railings, brackets, gates and similar works

Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded

10.27.5 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve,

including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge. 10 x 160 mm

Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete

5.22A above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. (Providing and fixing in position TMT

39 5.22A.6 FE 500/mild Steel, 25mm dia dowel bars precoated with anticorrossive epoxy paint of required dia 36 & 40 cms. Long at 39110.07 Kg 107.85 4218021.05

54 & 55 cm. C/C and Wherever directed including handeling straightening, necessary cutting supported by TMT FE 500,

chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous

paint as directed etc. complete.)

Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete

5.22A above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. (Providing and fixing in position TMT

40 5.22A.6 FE 500, tie bars precoated with anticorrosive epoxy paint of 10mm dia. 56cm. long and at 62 cm. C/C and Wherever 2731.60 Kg 107.85 294603.06

directed including handeling straightening wrapping with paper of approved quality for half length, necessary cutting,

handling, straightening, supported by assembly of TMT FE 500, Chairs with proper alignment etc.complete.)

13.5.2 FINISHING WORK :

15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand)

13.11 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with

a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand).

13.26 Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and

smooth complete.

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two

44 or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 10765.85 Sqmt 171.10 1842036.94

13.80 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over

the plastered wall surface to prepare the surface even and smooth complete.

Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of

46 approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and 90.00 Sqmt 137.45 12370.50

colour. Two coats

13.61.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on

13.50.3 Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel

galvanised iron/ steel works

Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound )

49 content. With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre 90.00 Sqmt 73.95 6655.50

Page - 5 / 20 Digitally signed by ANUJ

DEVELOPMENT OF 100 ACRE AREA, KASEZ, KANDLA

BILL OF QUANTITY (BOQ)

Sr. DSR DESCRIPTION OF ITEMS Total

Unit DSR Rate DSR Amount NDSR Rate NDSR Amount

WATER PROOFING : Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed

with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of

cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre

glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer

22.6 of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @

0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for

48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around.

(d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of

measurement the entire treated surface will be measured.

Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing specified stone

slab 22 mm to 25 mm thick with cement slurry mixed with water proofing compound conforming to IS:2645 in

22.2.1 recommended proportions with a gap of 20 mm (minimum) between stone slabs and the receiving surfaces and filling

51 the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with 4.59 Sqmt 2024.70 9293.37

cement mortar 1:3 (1 cement : 3 coarse sand) 20 mm thick with neat cement punning mixed with water proofing

compound in recommended proportion complete at all levels and as directed by Engineer-in-charge : Using rough Kota

ROAD WORK : Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after

16.1 excavating earth to an average of 22.5 cm 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 earthwith lead upto 50 metres.

16.2 Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the

maximum dry density (proctor density).

Providing and Laying 125 Micron Low Density Polythylene (LDPE) Sheet Confirming to IS 3395: 1997 placed below and

54 NDSR-04 held properly in position on the surface before pouring of Concrete Pavemennt work completed including all materials 59631.38 Sqmt 24.44 1457390.93

and Labour Complete s per direction of Engineerin- charge. .

Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming

to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate

16.80 gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture

55 content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed 11106.62 Cum 4148.65 46077479.06

in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne

vibratory roller, finishing and curing etc. complete as per direction of Engineerin- charge.

Page - 6 / 20 Digitally signed by ANUJ

DEVELOPMENT OF 100 ACRE AREA, KASEZ, KANDLA

BILL OF QUANTITY (BOQ)

Sr. DSR DESCRIPTION OF ITEMS Total

Unit DSR Rate DSR Amount NDSR Rate NDSR Amount

Cement Concrete Pavement

Providing and laying design mix cement concrete of M-40 grade, in roads/ taxi tracks/ runways, using cement content as

per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per

approved & pecified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site,

spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/

camber,finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making

provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm

deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per

direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars cost included in item).

Note:- 1. Cement content considered in M-40 is @ 390 kg/cum. Excess/ less cement used as per design mix is payable/

recoverable separately.

2.Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit

16.44 Extra for providing and mixing hardening compound of approved quality as per manufacturer's specification in cement

Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints per cm

dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint depth

58 fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, 20203.93 percm 5.30 107080.83

conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) width per

Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / per cm

pavements all complete as per direction of the Engineer-in-Charge. Using grade 'A' sealing compound conforming to IS: depth

Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a

mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform

16.78.1 layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to

achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material

conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30

Supplying & laying of drainage composite for use behind walls, between two different fills, alongside drains of road,

below concrete lining of canals etc. Geocomposite for planar drainage, realized by thermobonding a draining core in

extruded monofilaments with two filtering nonwoven geotextiles that may also be working as separation or protecting

layers. The draining three dimensional core will have a “W” configuration as longitudinal parallel channels. Minimum

26.16 thickness to be 7.2mm, with two filtering UV stabilized polypropylene nonwoven geotextile of minimum thickness of

61 0.75mm charecteristic opening size (O90) of 110 micron and tensile strength of 8.0 kN/m that will be working as 70477.00 Sqmt 986.95 69557275.15

separation or protecting layer, geocomposite having in plane flow capacity of 2.1 L / (m.s) at hydraulic gradient of 1.0 &

20 kPa pressure and tensile strength of 18 kN/m , with mass per unit area of 740 gsm, supplied in the form of roll for

easy transportation to site of work as per detailed specification all complete

as per directions of Engineer in charge.

Page - 7 / 20 Digitally signed by ANUJ

DEVELOPMENT OF 100 ACRE AREA, KASEZ, KANDLA

BILL OF QUANTITY (BOQ)

Sr. DSR DESCRIPTION OF ITEMS Total

Unit DSR Rate DSR Amount NDSR Rate NDSR Amount

Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with

bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equiped

16.55.1 with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and

62 tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and 2558.95 Cum 8505.65 21765533.07

directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50%

(percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.

Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways

or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU

16.91.2 mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper

63 embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate 40721.53 Sqmt 1091.50 4,44,47,545.83

vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping

extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with

approved color design and pattern.

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the

required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints

16.69 with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making

drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging

shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).

Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed

16.75 concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by

65 floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge. (The panel 3523.85 Cum 9823.80 34617597.63

shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum.

Excess/less cement used as per design mix is payable/ recoverable separately).

PAINTING AREA/RUNWAY MARKING : Painting runway/taxi track/apron marking with adequate nos of coats to give

16.47.1 uniform finish with road marking paint of superior make as approved by the Engineer-in-charge, i/c cleaning the surface

of ail dirt, scales, oil, grease and other foreign material etc. and lining out complete. New work (Two or more coats)

Making bell mouth opening/ entrance of size 100x50x50 cm for drainage pipe under footpath, including providing

16.49 cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) for shape of bell mouth,

67 including plastering providing and fixing precast R.C.C./ S.F.R.C. slab including plastering with cement mortar 1:3 (1 100.00 Each 3050.40 305040.00

cement : 3 fine sand) of 6 mm thickness on exposed surface of the slab & bell mouth including centring, shuttering & neat

cement punning inside the bell mouth etc. all complete.

Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene

Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with

abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in

16.50 accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective

68 panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the 2969.00 Each 206.30 612504.70

specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall

be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer

complete and as per direction of Engineer-in-charge.

Page - 8 / 20 Digitally signed by ANUJ

DEVELOPMENT OF 100 ACRE AREA, KASEZ, KANDLA

BILL OF QUANTITY (BOQ)

Sr. DSR DESCRIPTION OF ITEMS Total

Unit DSR Rate DSR Amount NDSR Rate NDSR Amount

SIGNAGE : Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet,

face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type -

IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message

(bilingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be

activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable

sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm

along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post

69 made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and 10.00 Each 7183.35 71833.50

including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be

painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over

priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white

colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including

appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of

Engineer-in-charge. Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm

SIGNAGE : Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet,

face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type -

IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message

(bilingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be

activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable

sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm

along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post

16.59.2 made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and

including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be

painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over

priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white

colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including

appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of

Engineer-in-charge. Cautionary /warning sign boards of equilateral triangular shape having each side of 900 mm with

Page - 9 / 20 Digitally signed by ANUJ

DEVELOPMENT OF 100 ACRE AREA, KASEZ, KANDLA

BILL OF QUANTITY (BOQ)

Sr. DSR DESCRIPTION OF ITEMS Total

Unit DSR Rate DSR Amount NDSR Rate NDSR Amount

Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet,

face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting

conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001

in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive

adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the

same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm

16.60.1 centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the

cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet

including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural

frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and

direction of the engineer-incharge.(Structural frame work including M.S. plate to be provided separately. Rectangular

area of the sheet only shall be measured for payment). Overhead informatory road signage

Total Amount (Civil Works) (DSR + NDSR): ₹ 78,05,70,548

Total Amount (Civil Works) (DSR + NDSR): ₹ 78,05,70,548

HORTICULTURE WORK :

DSR-2020 HORTICULTURE WORK : Supplying and stacking of good earth at site including royalty and carriageupto 5 km lead

(HORTICU complete (earth measured in stacks will be reduced by 20% for payment).

DSR-2020 Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure

(HORTICU measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 20 mm

Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further

DSR-2020 depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8

(HORTICU parts of stacked volume of earth after reduction by 20%: one part of stacked volume of sludge or manure after reduction

74 LTURE) by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including 45207.02 Cum 222.85 10074384.41

2.13 stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed,

within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately)

Providing and fixing M.S. flat iron tree guard 60 cm dia and 2 m high, above ground consisting 4 nos 25 x 6 mm, 2.25 m

long and 8 nos 25 x 3 mm 2 m long verticals M.S. flats, riveted to 3 nos 25 x 6 mm M.S. flat iron rings in two halves, fixing

DSR-2020 together at site with required six numbers of 8 mm dia and 30 mm long bolts, including painting two coats with synthetic

(HORTICU enamel paint of approved brand and manufacture over a coat of primer. One name plate of 1 mm thick M.S. sheet of size

75 LTURE) 250x100 mm shall be welded to the tree guard near the middle height and lettered CPWD / PWD/ any other approved 1866.00 Each 4533.10 8458764.60

2.16 name. The tree guard shall be suitably fixed to the ground by embedding four legs of tree guard in pits of suitable dia and

to a depth of 25 cm, refilling the pits with soil and ramming, complete in all respect as per satisfaction and direction of

Officer-in-charge.

Page - 10 / 20 Digitally signed by ANUJ

DEVELOPMENT OF 100 ACRE AREA, KASEZ, KANDLA

BILL OF QUANTITY (BOQ)

Sr. DSR DESCRIPTION OF ITEMS Total

Unit DSR Rate DSR Amount NDSR Rate NDSR Amount

DSR-2020 Grassing with selection No. 1 Doob grass including watering and maintenance of the lawn for 30 days or more till the

(HORTICU grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and

76 LTURE) good earth shall be paid for separately). In rows 5 cm apart in both directions 34448.80 Sqmt 17.70 609743.76

DSR / NDSR Amount : 36541944.60 0.00

Total (Horticulture Works) (DSR + NDSR Amount) : 36541944.60

(PLUMBING WORKS)

SH-1 EARTH WORK

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides,

ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required,

in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and

disposing of surplus excavated soil as directed, within a lead of 50 m

a 2.10.1 All kinds of soil

b 2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 10548.5 metre 352.15 3714654.275

Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3 m.

(Rate is over corresponding basic item for depth upto 1.5 metre).

a Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm 2325 metre 867.45 2016821.25

As Per DSR / NDSR (Earth Work- Plumbing Works) 5731475.525 0

Sub-Head Total (DSR+NDSR) (Earth Work- Plumbing Works): 5731475.525

SH-2 WATER SUPPLY SYSTEM

Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if

required will be paid separately) :

18.31.3.2 Class II

a 150 mm diameter 4 each 7312.4 29249.6

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 50 mm nominal bore:

Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for

sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained

81 18.33 lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary

excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside

plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement

complete as per standard design :

a 18.33.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 8 each 10862.4 86899.2

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply

including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent

cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.

a 18.7.6 50 mm dia nominal bore 625 metre 934.15 583843.75

Sub-Total (NSR/NDSR) (Water Supply System) 776991.3 0

Sub-Head Total (DSR+NDSR) (Water Supply System): 776991.3

Page - 11 / 20 Digitally signed by ANUJ

DEVELOPMENT OF 100 ACRE AREA, KASEZ, KANDLA

BILL OF QUANTITY (BOQ)

Sr. DSR DESCRIPTION OF ITEMS Total

Unit DSR Rate DSR Amount NDSR Rate NDSR Amount

Corrugated DWC HDPE pipes (non-pressure pipes) : Providing, and supplying of Class SN8 Structured Wall polyethelene

GWSSB: Piping systems (Pipe with online/offline coupler and elastomeric sealing ring) with non-smooth External Annular

22-23 Corrugated and Smooth Internal Surfaces (Double

It.no.05, Wall) for non-pressure underground Sewerage & Drainage application as per EN:13476-3 including all local and central

Pg.10 taxes, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to the departmental

& It,no,10 stores etc. complete.(ID Dia), Lowering, laying and jointing of class SN 8 structured wall ( External Annular Corrugated &

(Gujarat Smooth Internal surface) Polyethylene Piping and fittings with the help of coupler ( on line / off line ) attached with one

Water end of pipes, sliding over the elastomeric sealing rubber ring placed on the specified valley of the corrugation at the

Supply & spigot end, lowering the same into the trench at all level, laying on the lower bedding (constructed at bottom of

Sewerage trenches) at prescribed gradient,depth & alignment ,testing the water tightness of the joints, ensuring the continuity

Board) tests of specified pipe segments etc. complete as per drawing,specifications & detailed engineering, including carriage of

pipes & fittings from site stacks to the place of laying etc. as per direction of Engineer-in-charge.

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4

mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement

84 19.7 : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3

(1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1

cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement

complete as per standard design :

Inside size 90x80 cm and 45 cm deep including C.I. Cover with frame (light duty) 455x610 mm internal dimensions, total

19.7.1 weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :

a 19.7.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 200 each 12770.55 2554110

Inside size 120x90 cm and 90 cm deep including C.I. Cover with frame (medium duty) 500mm internal diameter, total

85 19.7.2 weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) :

a 19.7.2.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 261 each 26405.5 6891835.5

19.8 Extra for depth for manholes :

19.8.1 Size 90x80 cm

b 19.8.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 2 metre 8825.4 17650.8

Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia

steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm

and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by

86 19.16 ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard 1383 each 553.7 765767.1

drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having

manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15

cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as

Page - 12 / 20 Digitally signed by ANUJ

DEVELOPMENT OF 100 ACRE AREA, KASEZ, KANDLA

BILL OF QUANTITY (BOQ)

Sr. DSR DESCRIPTION OF ITEMS Total

Unit DSR Rate DSR Amount NDSR Rate NDSR Amount

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)

up to haunches of DWC pipes including bed concrete as per standard design :

Sub-Total (DSR / NDSR): 13101490.95 2615177

Total (DSR + NDSR): 15716667.95

Grand Total (Plumbing Works) (DSR+NDSR) 22225134.78

Grand Total (Plumbing Works) (DSR+NDSR) 22225134.78

(ELECTRICAL WORKS)

DSR- DESCRIPTION (ELECTRICAL WORKS)

Sl.No Qty. Unit. DSR Rate DSR Amount NDSR Rate NDSR Amount

EXTERNAL FEEDER PILLAR & EXTERNAL LIGHTING PANEL (OUTDOOR TYPE)- (TTA PANEL IEC : 61439) - All

Around Fencing is also required. The cost is to be consider in same items.

EXTERNAL LIGHTING PANEL- Design, Manufacturing, Supply, Receiving, Unloading, Shifting, installation, testing &

commissioning of cubicle type totally enclosed free standing type moisture, dust and vermin proof Outdoor Type

(Double Door in Front & Back) Feeder Pillar Panel made out of 2.0 mm thick & front cover 2.0 mm thick CRCA sheet

1.0 NS - 1 complete with following equipments, including digital ammeter with inbuilt ammeter selector switch, digital voltmeter

with inbuilt voltmeter selector switch, indicating lamps, CT's, internal wiring with suitable size wires / cable,

interconnection, painting, MS Angle stand complete as per specification & drawing.

1 No. 63 Amp FP ( 25 KA Ics) Moulded Case Circuit Breaker.

1 No. 63 Amp TP CONTACTOR And Timer for Switch ON / OFF LIGHT.

1 Set of Digital KWH including Amp, Voltage, Frequency, Power Factor and Maximum Demand Recording and inbuilt

selector switch with RS 485 port & CT's etc.

1 Set of phase indicating lamps with Single Pole MCB, 1 Set of ON / OFF indicating lamps with Single Pole MCB.

BUS BARS-100 Amp FP copper busbar, 08 No. 32 Amp 4P MCB Outgoings

Panel described as above 4 Set 177094 708376

2.0 NS - 2 SOLAR LIGHTING PANEL-(Ics = Icu) (TTA PANEL IEC : 61439)

03 Nos. 125 Amp FP Moulded Case Circuit Breaker (25 KA)

02 Set of phase indicating lamps with Single Pole MCB.

02 Set of ON / OFF indicating lamps with Single Pole MCB.

02 Set of Three Phase Digital KWH including Amp, Voltage, Frequency, Power Factor and Maximum Demand Recording

and inbuilt selector switch with RS 485 port & CT's etc.

1 Set of ON / OFF indicating lamps with Single Pole MCB.

800 Amp FP copper busbar with coloured heat shrinkable sleeve.

OUTGOING - All Outgoint shall have Three/Single Phase Dual Source Energy Meter as per Outgoing MCB Rating

with Amp, Voltage, Frequency, Power Factor and Maximum Demand Recording and inbuilt selector switch with

RS 485 port & CT's etc.

5 Nos. 63 Amp FP Moulded Case Circuit Breaker (25 KA)

Panel described as above 1 Set 330575 330575

Page - 13 / 20 Digitally signed by ANUJ

DEVELOPMENT OF 100 ACRE AREA, KASEZ, KANDLA

BILL OF QUANTITY (BOQ)

Sr. DSR DESCRIPTION OF ITEMS Total

Unit DSR Rate DSR Amount NDSR Rate NDSR Amount

METER BOARDS & RISING MAIN SUB HEAD TOTAL 0 1038951

Sub-total (DSR+NDSR Amount): 1038951

S.H.-II EARTHING LIGHTNING CONDUCTOR SYSTEM

Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure

3.0 5.4 with cover plate having locking arrangement and watering pipe of 2.7 Meter long etc. with charcoal/ coke and salt as 8 Set 7472 59776

4.0 5.15 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required 180 Meter 244 43920

Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ recessed

conduit/ submain wiring/ cable as required.

Providing and Fixing testing of Test Joints made out of 25x3 mm thick copper strip 125mm long fixtures in

250x180x110mm IP 65 Poly carbonate top transparent box including, testing commissioning as required

EARTHING LIGHTNING CONDUCTOR SUB HEAD TOTAL (DSR/ NDSR AMOUNT): 590896 12206

Sub-total (DSR+NDSR Amount): 603102

S.H.-III MV CABLE

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size

7.0 7.1 direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required.

ii) 7.1.2 Above 35 sq. mm and upto 95 sq. mm 50 Meter 405 20250

Laying of one number additional PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of

8.0 7.2 following size direct in ground in the same trench in one tier horizontal formation including excavation, sand

cushioning, protective covering and refilling the trench etc. as required.

i) 7.2.2 Above 35 sq. mm and upto 95 sq. mm 35 Meter 286 10010

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size in

the existing RCC/ HUME/ METAL pipe as required.

i) 7.5.2 Above 35 sq. mm and upto 95 sq. mm 35 Meter 57 1995

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size in

the existing masonry open duct as required.

i) 7.6.2 Above 35 sq. mm and upto 95 sq. mm 35 Meter 45 1575

Supplying and making indoor end termination with brass compression gland and aluminium lugs for following

11.0 9.1 size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.

Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend,

couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc..direct in ground (75

cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective

covering etc., complete as required.

i) 14.16.2 90 mm dia (OD-90 mm & ID-76 mm nominal) 3220 Meter 290 933800

ii) 14.16.3 120 mm dia (OD-120 mm & ID-103 mm nominal) 560 Meter 368 206080

Page - 14 / 20 Digitally signed by ANUJ

DEVELOPMENT OF 100 ACRE AREA, KASEZ, KANDLA

BILL OF QUANTITY (BOQ)

Sr. DSR DESCRIPTION OF ITEMS Total

Unit DSR Rate DSR Amount NDSR Rate NDSR Amount

Supply and installation of Pre-cast RCC cable route marker.M-30 concrete with 8 mm MS reinforcement is used.The

engraving will be changed as per requirements.The engraving will be visible on one side only

Supply of following size of 1.1KV grade multicore aluminium conductor XLPE insulated PVC sheathed armoured

power cable as per IS: 7098 (Part-1) 1988 complete as required.

iii) c 4 core, 25 Sq.mm. 1400 Meter 298 417200

iv) d 3.5 core, 35 Sq.mm. 700 Meter 345 241500

v) e 3.5 core, 50 Sq.mm. 140 Meter 446 62440

MV CABLE SUB HEAD TOTAL (DSR/NDSR Amount) 7269821.16 7440285

Sub-total (DSR+NDSR Amount): 14710106.16

15.0 S.H.-IV EXTERNAL LIGHTING (Poles, Fixtures, Chambers)

Supply, installation, testing & commissioning of 6 m height hot dip galvanized Octagonal poles. Major dimensions are as

Top Dia: 70 mm; Bottom Dia: 130 mm; Sheet Thickness: 3 mm

Base Plate Size: 200X200X12 mm

Supply, installation, testing & commissioning of Foundation bolts for the above poles. Size: M20X600mm, 4nos

iii NS - 8 Supplying ,installation,testing and commissioning of 1.0 m SA std pipe cap type bkt Cap Pipe size 88.9mm. 50 Each 1880 94000

Supply of 7 m height hot dip galvanized Octagonal poles. Major dimensions are as follows.

iv NS - 9 Top Dia: 70 mm; Bottom Dia: 130 mm; Sheet Thickness: 3 mm; 50 Each 14696 734800

Base Plate Size: 200X200X12 mm

Supply, installation, testing & commissioning of Foundation bolts for the above poles.

Size: M20X600 mm 4nos

vi NS - 11 Supplying ,installation,testing and commissioning of 1.0 m SA std pipe cap type bkt Cap Pipe size 88.9mm. 50 Each 2563 128150

POLES SUB HEAD TOTAL (DSR/ NDSR Amount): 1790000

Sub-total (DSR+NDSR Amount): 1790000

vii NS - 12 Supply, Installation, testing and commissioning of Cleo 90W street Light 50 Each 5127 256350

viii NS - 13 Supply, Installation, testing and commissioning of Cleo 110W street Light 50 Each 6591 329550

FIXTURES SUB HEAD TOTAL (DSR/NDSR Amount) 585900

Sub-total (DSR+NDSR Amount): 585900

c MAN HOLE CHAMBERS

Constructing water tight brick masonry manhole with first class bricks in cement mortar 1:6 (1 cement : 6 coarse sand),

R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).

Foundation concrete 150 mm thick 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size),

inside plastering 12 mm thick with cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat

cement and making channel in cement concrete 1:3:6 mix, M.S. foot rests including fixing in 20 x 20 x 10 cm cement conc

blocks neatly finished complete as per standard design and approved drawings. (Price shall include the cost of

excavation, back filling, disposal of surplus earth dewatering and water proofing of manholes as directed at site, man

hole cover & other associated civil works etc. complete as required.

MANHOLE CHAMBERS SUB HEAD TOTAL (DSR/NDSR Amount) 396700

Sub-total (DSR+NDSR Amount): 396700

Page - 15 / 20 Digitally signed by ANUJ

DEVELOPMENT OF 100 ACRE AREA, KASEZ, KANDLA

BILL OF QUANTITY (BOQ)

Sr. DSR DESCRIPTION OF ITEMS Total

Unit DSR Rate DSR Amount NDSR Rate NDSR Amount

16.0 S.H.-V CCTV SYSTEM

SUPPLY INSTALLATION TESTING & COMMISSIONING 2.7-13.5MM CAMERA. 5 MP Outdoor WDR Motorized Varifocal

Bullet Network Camera High quality imaging with 5 MP resolution

i NS - 15 Efficient H.265+ compression technology Clear imaging against strong back light due to 120 dB true WDR technology 8 Nos 14507 116056

Water and dust resistant (IP66) and vandal proof (IK10) Motorized vari-focal lens for easy installation and monitoring

Robust structure design with full metal materials. (hikvison,cp plus,honeywell or equivalent).

Supply, installation, testing & commissioning of 2 MP IP Bullet Camera 1920 x 1080 Resolution @ 30 fps, 2.8 to 12 mm

Motorized Verifocal Lens, encoding compatible H.265+, H.265, H.264+, H.264 50 mtr IR

Supply, installation, testing & commissioning of 2 MP 25X Network Speed Dome Camera with 100 to 150 Mtr IR Range

iv NS - 18 Supply, installation, testing & commissioning of 32 Ch. NVR with 4 SATA Slots 1 Nos 37780 37780

v NS - 19 Supply, installation, testing & commissioning of 6 TB HDD (30 Days Recording Considered)1080P@ 25 FPS 6 Nos 15938 95628

vi NS - 20 Supply, installation, testing & commissioning of 43" LED Display 1 Nos 57851 57851

Supply, installation, testing & commissioning of Managed Layer 3 Giga 10/100/1000 24 Port Ethernet Switch with SFP

viii NS - 22 Supply, installation, testing & commissioning of 8 Port Giga 10/100/1000 PoE Switch with 2 nos SFP Port 3 Nos 13577 40731

ix NS - 23 Supply, installation, testing & commissioning of 4 port long range extended mode switch 2 Nos 3778 7556

x NS - 24 Supply, installation, testing & commissioning of Giga 10/100/1000 SFP Module 10 Nos 2597 25970

xi NS - 25 Supply, installation, testing & commissioning of SM Dual Fiber Patch Cord SC-LC 15 Nos 1771 26565

Supply, installation, testing & commissioning of 12 Port Loaded LIU with splicing and all required accesssories like

pigtail, adaptor

Supply, installation, testing & commissioning of 24U Indoor server Rack with 2 set of 16 Amp PDU, FAN and Hardware

xiv NS - 28 Supply, installation, testing & commissioning of 6 U Outdoor Rack PDU, FAN and Hardware 10 Nos 10390 103900

xv NS - 29 Supply, installation, testing & commissioning of 6 core single mode fibre cable 3000 RM 45 135000

xvi NS - 30 Supply, installation, testing & commissioning of Cat-6 Cable 2500 RM 40 100000

xvii NS - 31 Supply, installation, testing & commissioning of 3 Core 1.5 Sqmm Power Cable 1500 RM 89 133500

xviii NS - 32 Supply, installation, testing & commissioning of 25 mm PVC Conduit 299.974 RM 77 23097.998

xix NS - 33 Supply, installation, testing & commissioning of 25 mm HDPE Pipe for outdoor Fiber Cable laying 3500 RM 53 185500

Supply, installation, testing & commissioning of Other Misc. Items Viz. RJ45 Connector, Flexible Conduit, Customised

Clamp for Camera Mounting etc.

CCTV SYSTEM SUB HEAD TOTAL (DSR/NDSR Amount): 0 1855950.998

Sub-total: 1855950.998

17.0 S.H.-VI BOOM BARRIERS

Supply, installation, testing & commissioning of 6 Meter wide Boom Barrier with Motorized Control and Control

Switches all Complete as per drawing, specification and deviation of Engineer Incharge.

ii NS - 36 Supply, installation, testing & commissioning of Underground Cabling for the Mannual Swich to the unit 3 Set 2214 6642

BOOM BARRIERS SYSTEM SUB HEAD TOTAL (DSR/NDSR Amount): 0 338694

Sub-total: 338694

18.0 S.H.-VII SOLAR PHOTOVOLTIC SYSTEM - 150 KWp INPUTS – ON GRID SYSTEM

Page - 16 / 20 Digitally signed by ANUJ

DEVELOPMENT OF 100 ACRE AREA, KASEZ, KANDLA

BILL OF QUANTITY (BOQ)

Sr. DSR DESCRIPTION OF ITEMS Total

Unit DSR Rate DSR Amount NDSR Rate NDSR Amount

1 (DSR Supply, Installation, Testing and Commissioning of ongrid Solar Photovoltaic Power Plant conforming to MNRE

E&M Solar specifications as amended, consisting of Mono/Poly Crystalline silicon solar cells, net metering facility, necessary

Photo- protections, earthing, mounted on Aluminium/GI structure of suitable strength with following components complete as

voltaic required:-

a) Solar Photovoltaic Module of capacity 330 Wp or above, manufactured in India, conforming to IS 14286/IEC 61215,

IS/IEC 61730-Part-1, IS/IEC 61730-Part-2. Solar Photovoltaic Module conversion efficiency shall not be less than 16.5%.

i) PV modules used in solar power plants/ systems must be warranted for their output peak watt capacity, which should

not be less than 90% at the end of 10 years and 80% at the end of 25 years.

b) Power Conditioning Unit (PCU) of 350-800 V DC Input voltage range and 400 V AC, three phase, 4 wire, 50Hz +/- 2.5

Hz, output voltage suitable to generate AC Power with efficiency not less than 97%, total harmonic distortion less than

3% and suitable for ambient temperature from 0 to 50 degree C. The PCU shall adjust the voltage and frequency level to

suit the Grid Voltage Frequency.

c) Data Monitoring System complete with accessories on website & mobile app, complete with accessories, as required.

d) Fixing of Array junction box & Main junction box with IP 65 protection and termination arrangement for incoming and

outgoing cable along with glands, lugs and other accessories etc. as required

v) e) Lightning and surge voltage protection.

f) Connections & Interconnections by supplying & fixing required size XLPE insulated copper conductor 1.1 kV grade

vi) armoured power and control cables between solar modules, main power cable to grid supply PCU unit along with

supplying & fixing of necessary channel/conduit lugs and other accessories etc. as required.

vii) g)System Earthing as required.

SOLAR PHOTOVOLTIC SYSTEM SUB HEAD TOTAL (DSR/NDSR Amount): 9159000 0

Sub-total: 9159000

19 S.H.-VIII POLE AND lUMANARIES ERECTION- (For Smart Street Lighting)

Supplying of 12 Mtr octagonal single section 90/240, 04mm sheet thick G.I Pole with single arm with the minimum

thickness of G.I coating shall be 120 Micron and Average thickness of GI Coating Shall be 150 micro or more having GI

i NS-37 coated base plate 325x325x20 mm, including M20 X 600 mm GI Coated Foundation Bolt (04 Nos),washers etc. complete 198.00 EACH 47321 9369558

Required for fixing the pole all completed as per design and drawing and as per directions of Engineer-in- Charge.

Supplying of 12 Mtr octagonal Double section 90/240, 04 mm sheet thick G.I Pole Double arm with the minimum

thickness of G.I coating Shall be 120 Micron and Average thickness of GI Coating Shall be 150 micro or more having GI

ii NS-38 coated base plate 325x325x20 mm, including M20 X 600 mm GI Coated Foundation Bolt (04 Nos), washers etc. all 100.00 EACH 48717 4871700

complete required for fixing the pole as per design and drawing and as per directions of Engineer-in- Charge.

Providing and making steel pole collar with cement concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate

iii 11.5 20 mm ) of specified size and shape including form work,plastering if required, curring etc. as (volume of pole /pipe not 300.00 CUM 8135 2440500

to be deducted).

Embossed abbreviated name and numbering of the Street Light Pole/Panel with fluorescent reflective paint on

iv NS-39 appropriate size of GI Plate, should be fixed with riveting on Pole/Panel etc. complete as directions of Engineer-in- 250.00 EACH 280 70000

Page - 17 / 20 Digitally signed by ANUJ

DEVELOPMENT OF 100 ACRE AREA, KASEZ, KANDLA

BILL OF QUANTITY (BOQ)

Sr. DSR DESCRIPTION OF ITEMS Total

Unit DSR Rate DSR Amount NDSR Rate NDSR Amount

Supply , erection testing and commissioning of 60W -80 W Intelligent Dimmable LED Streetlight -80W +/- 10 % Top

Maintainable LED Dimmable Street Light luminaire with Individual Streetlight Controller (iSLC) which can be integrated

with CCMS smart street light technology enabled, Street light should have System efficacy of more than 120 lm/W.

System lumen of street light should be more than 9600 lm.LED Street Light shall be made up of Die Cast aluminium

housing. Luminaire shall have two separate compartments for LEDs and driver and both compartments should be

v NS-40 hermitically sealed to achieve IP 66 ingress protection. LED driver shall have output short circuit & over voltage 400.00 Each 11852 4740800

withstanding protection inbuilt. Luminaire shall be external SPD of 10KV with minimum one TMOV mounted inside

luminaire and fitting with 3core x 2.5 sq.mm copper flexible cable from fixture to Junction box complete i/c

commissioning junction box with MCB , Connector, Gland and earthing terminal etc. all completed as per the direction

of Engineer In-Charge. as required, all completed as per the direction of Engineer In-Charge.

POLE AND lUMANARIES ERECTION (Smart Street Lighting) (DSR/ NDSR Amount): 2440500 19052058

Sub-total: 21492558

20 S.H.-IX CCMS Panel, Software and accessories etc.

Providing and fixing CCMS panel - 3 phase feeder panel with dimmable feature with On/Off, Individual lamp dimming,

i NS-41 Metering, GPS complete as required as per specification all completed as per the direction of Engineer In-Charge. 5.00 Set 140947 704735

ii NS-42 Annual GSM Network Charges for 5 years; After first year free, 4 years GSM Recharge Charges. 5.00 Nos. 4788 23940

Annual Server & Remote Monitoring Web

Software Charges for 5 yeras.

● After first year free, Next 4 years Annual Server Charges.

iv NS-44 Packaging, Forwarding & Installation for all Panels

Installation Charges

● Integration is included

Packaging, Forwarding & Shipping Charges

● For all Panels

Providing a Computer with minimum specifications and accessories i.e. " Intel Core i7-9700F 11th Generation Processor

(12M Cache, up to 4.70GHz), 16 GB RAM, 1 TB SSD, AMD Radeon Pro 4 GB GDDR5 Graphics card with cooler ,AMD

v NS-45 Mother Board, SMPS, Cabinet, 24" Curved Monitor with 144hz refresh rate and AMD FreeSync, UPS Luminous or 1.00 Nos. 137000 137000

equivalent, Wireless Key Board with Mouse etc. all complete as per the direction of the Engineer in charge.

CCMS Panel, Software and accessories etc. (DSR/NDSR Amount): 1088942

Sub-total: 1088942

21 S.H.-X High mast modification with LED Luminaries and integrate with smart software based.

(a)Supply of 25 M high mast shaft in three section suitable for 50 m/sec wind speed as per IS:875 part-III along with

head frame, luminaires carriage suitable for 12 nos 300W LED Flood light luminaires in Symmetrical arrangement and

other accessories manufactured in factory. Make - RR ISPAT , Data- 25 Mt High Mast , Top-150 mm ,Bottom-540 mm ,

Section Thickness -3/4/5mm , PCD-650 MM (12 Hole), 6Arms LC

i NS-46 (b) Supply of raising lowering system comprising double drum winch, 6mm diameter SS wire rope, trailing cable, 2.00 Set 407966 815932

connector, integral power tool motor, manual handle, junction box, lightning finial. (Wiring material from JB to

individual luminaire & MCB in base compartment are not included and are a part of installation). Item - 6mm Wire rope,

Trailing Cable 5C x 4Sqmm - 1 Ckt, Motor-3 Ph 1.5 HP, Winch- Double Drum - 750Kg

Page - 18 / 20 Digitally signed by ANUJ

DEVELOPMENT OF 100 ACRE AREA, KASEZ, KANDLA

BILL OF QUANTITY (BOQ)

Sr. DSR DESCRIPTION OF ITEMS Total

Unit DSR Rate DSR Amount NDSR Rate NDSR Amount

Supply of foundation bolts manufactured from special steel along with nuts, washers, anchor plate and

ii NS-47 common template. 2.00 Set 23275 46550

Size- M30 x 12 nos, 850 MM long, Anchore & Common Template Plate PCD- 650 mm (12 Hole)

iii NS-48 Suypply of Single Dome LED Aviation Obstruction Light. 2.00 Set 5586 11172

Construction of shallow Foundation with M-25 Grade concrete for the High mast considering for the high mast

iv NS-49 considering the safe soil bearing capavcity at site as 10T/ Sq.Mter at 2 Meter depth with all materials and Labour. 2.00 Job 152950 305900

Erection of high mast with help of suitable tool and plants ,m wiring of Luminaries with all wiring materials like PVC

v NS-50 Sheathed flexible cable of suitable coppewr conductor cores of 1.5 sq.mm , Lugs , MCB and All Labour. 2.00 Job 83125 166250

Supply of outdoor stand mounted feeder pillar with 32A TPN MCB incomer, Single dial time switch, 25A TP contactor for

the automatic switching of luminaries, power tool control with 2 no 9A contactors and raise lower push button, Incoming

35 sq. mm and out going 16 & 2.5 sq. mm terminals.

vii NS-52 Installation of the High Mast fedder pillar by grouting the stand in Concrete. 2.00 Job 2242.5 4485

Provision of GI Pipe OR Chemical earthing for High mast with 2.5M long 40 mm dia GI Electrode Pipe including

connection to High mast earth terminal with 25 x 3 mm GI flats with all materials and labour.

(2nos per mast required)

Providing FLOODLIGHT 300W Minimum total 36000 Lumens and minimum 120 lumens per watt required for Highmast

ix NS-54 with LENNS & LM79 REPORT IP66,complete as required as per specification all completed as per the direction of 48.00 Set 17194 825312

Engineer In-Charge.

Providing CCMS panel - 3 phase feeder panel with dimmable feature with On/Off, Individual lamp dimming, Metering,

x NS-55 GPS complete as required as per specification all completed as per the direction of Engineer In-Charge. 2.00 Set 140947 281894

xi NS-56 Annual GSM Network Charges for 5 years; After first year free, 4 years GSM Recharge Charges. 2.00 Nos. 4788 9576

Annual Server & Remote Monitoring Web

xii NS-57 Software Charges for 5 years 2.00 Nos. 19152 38304

● After first year free, 4 years Annual Server Charges.

xiii NS-58 Packaging, Forwarding & Shipping Charges for High Mast Panel

a a) Installation Charges (Integration is included) 2.00 Nos. 15960 31920

b b) Packaging, Forwarding & Shipping Charges for high mast Panel 1.00 L.S 12000 12000

High mast modification with LED Luminaries and integrate with smart software based. (SUB HEAD TOTAL

DSR/NDSR Amount):

Sub-total: 2731505

22 S.H.-XI Hot Dipped Galvanised Cable Tray and Accessories

Supplying and installing following size of perforated hot dipped galvanised iron cable tray (Galvanisation thickness not

i 4.6 less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended

from the ceilings with GI suspenders including GI bolts and nuts etc as required.

ii 4.6.2 150mm width X 50mm depth X 1.6mm thickness 7300.00 RMT 716 5226800

Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray "bends" (galvanisation not

iii 4.7 less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended

from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required.

iv 4.7.2 150mm width X 50mm depth X 1.6mm thickness 120 Each 1270 152400

Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray "Tee" (galvanisation not less

v 4.8 than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from

the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required.

Page - 19 / 20 Digitally signed by ANUJ

DEVELOPMENT OF 100 ACRE AREA, KASEZ, KANDLA

BILL OF QUANTITY (BOQ)

Sr. DSR DESCRIPTION OF ITEMS Total

Unit DSR Rate DSR Amount NDSR Rate NDSR Amount

vi 4.8.2 150mm width X 50mm depth X 1.6mm thickness 151 Each 1383 208833

Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray "Cross member"

vii 4.9 (galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with

connectors, suspended from the ceiling with G.I. suspenders including G .1. bolts & nuts, etc as required.

viii 4.9.2 150mm width X 50mm depth X 1.6mm thickness 60 Each 1383 82980

Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray "Reducer" (galvanisation not

ix 4.10 less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended

from the ceiling with G.I. suspenders including G.I. bolts & nuts, etcas required.

x 4.10.2 150mm width X 50mm depth X 1.6mm thickness 100 Each 1921 192100

Cable Trays and accessories (Sub-total-DSR/ NDSR Amount) 5863113 0

Total (DSR+NDSR Amount) 5863113

ELECTRICAL WORKS TOTAL (DSR/ NDSR AMOUNT): 25323330.16 36331192

ELECTRICAL WORKS TOTAL (DSR + NDSR AMOUNT): 61654522.16

Page - 20 / 20 Digitally signed by ANUJ