Construction of Temporary bus stand at HPCL vacant Land of Mormugao Municipal Council (MMC) for KTC at Vasco, Goa

GENERAL ABSTRACT OF COST

Amount on Amount on Amount on

Total Amount (in

Total Amount (in

S.NO DESCRIPTION DSR-2023 DSR 2025 Non- DSR

2 Septic Tank - - - -

Add multiplying correction factor of 0.973 SUB TOTAL (C )

Add for Cost Index on DSR 2023 @ 14% 16,21,073.69

Digitally signed by Ashish

Signature of Contractor 1 Signature

NBCC (INDIA) LTD

NAME OF THE PROJECT: CONSTRUCTION OF TEMPORARY BUS STAND AT HPCL VACANT LAND OF MORMUGAO MUNICIPAL COUNCIL (MMC)

FOR KTC AT VASCO, GOA

BILL OF QUANTITY

DESCRIPTION Unit Qty Rate DSR Amount MR Amount

1.0 CARRIAGE OF MATERIAL

1.1 By Mechanical Transport including loading,unloading and stacking

1.1.2 Carriage of earth

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over

areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including

getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by

Engineer-in-charge.

2.6.1 All kinds of soil Cum 149.93 177.50 26,611.87

Excavating trenches of required width for pipes, cables, etc including excavation for

sockets, anddressing of sides, ramming of bottoms, depth up to 1.5 m, including getting

2.10 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 :

2.10.1 All kinds of soil

2.10.1.2 Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia Metre 177 352.15 62,330.55

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

2.25 etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by Cum 90.23 196.00 17,685.69

ramming and watering, lead up to 50 m and lift upto 1.5 m.

Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical

transport upto a lead of 5km also including ramming and watering of the earth in layers

not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for

Supplying and filling in plinth with sand under floors, including watering, ramming,

consolidating and dressing complete.

Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or

stacked materials.

2.26.1 All kinds of soil. Cum 20.77 126.80 2,633.51

Providing and laying in position cement concrete of specified grade excluding the cost of

centering and shuttering - All work up to plinth level

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

aggregate 40 mm nominal size derived from natural sources)

Centering and shuttering including strutting, propping etc. and removal of form for all

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Digitally signed by Ashish

NAME OF THE PROJECT: CONSTRUCTION OF TEMPORARY BUS STAND AT HPCL VACANT LAND OF MORMUGAO MUNICIPAL COUNCIL (MMC)

FOR KTC AT VASCO, GOA

4.3.1 Foundations, footings, bases of columns sqm 6.62 392.15 2,594.07

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to

15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and

5.3 spiral stair cases above plinth level up to floor five level, including the cost of centering, cum 6.54 11,505.50 75,242.75

shuttering, finishing and excluding reinforcement with 1:1.5:3 (1 cement: 1.5 coarse

sand: 3 graded stone aggregate 20 mm nominal size).

Centering and shuttering including strutting, propping etc. and removal of form for all

5.9.1 Foundations, footings, bases of columns etc. for mass concrete. sqm 55.16 392.15 21,630.99

Walls (any thickness) including attached pilasters, butteresses, plinth and string courses

5.9.3 Suspended floors, roofs, landings, balconies and access platform. sqm 22.44 927.25 20,807.49

5.9.6 Columns, Pillars, Piers, Abutments, posts and Struts Sqm 45.60 961.30 43,835.28

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in

position and binding all complete upto plinth level

5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 2259.04 107.85 2,43,637.46

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in

position and binding all complete above plinth level.

5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500 D or more. kg 1061.54 107.85 1,14,487.22

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 direction of the engineer-in-charge, for the following grades of

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.

5.33.1 All works upto plinth level

5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum cum 19.10 9,504.75 1,81,540.73

5.33.1.2 Concrete of M30 grade with minimum cement content of 350 kg /cum Cum 12.14 9655.70 1,17,258.82

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in

foundation and plinth in:

6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 8.13 7,132.25 58,012.58

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NAME OF THE PROJECT: CONSTRUCTION OF TEMPORARY BUS STAND AT HPCL VACANT LAND OF MORMUGAO MUNICIPAL COUNCIL (MMC)

FOR KTC AT VASCO, GOA

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in

6.4 superstructure above plinth level up to floor V level in all shapes and sizes in:

6.4.2 Cement mortar 1:6 (1 cement: 6 coarse sand) cum 50.94 9,105.95 4,63,860.74

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class

designation 7.5 in superstructure above plinth level up to floor V level.

6.13.1 Cement mortar 1:3 (1 cement :3 coarse sand) sqm 340.99 1,150.50 3,92,307.84

Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course

of half brick masonry.

Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10

6.34 average compressive strength in super structure above plinth level up to floor V level in :

6.34.2 Cement mortar 1:6 (1 cement : 6 Coarse sand) cum 4.66 8,752.55 40,765.00

Providing wood work in frames of doors, windows, clerestory windows and other frames,

wrought framed and fixed in position with hold fast lugs or with dash fasteners of

required dia & length (hold fast lugs or dash fastener shall be paid for separately).

9.1.3 Kiln seasoned and chemically treated hollock wood cum 1.68 83,378.05 1,39,714.43

Providing and fixing ISI marked flush door shutters conforming to IS :2202 (Part |)

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.

9.20.2 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws sqm 54.17 3167.95 1,71,607.85

Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm

diameter bolts, nuts and wooden plugs and embedding in cement concrete block

30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm

Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc.

complete (Copper oxidised as per IS 1378)

Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws

etc. complete :

Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and

9.76 a pair of lever handles of approved quality with necessary screws etc. complete. Each 29.00 854.65 24,784.85

9.81 Providing and fixing bright finished brass handles with screws etc. complete:

Providing and fixing bright finished brass hanging type floor door stopper with necessary

screws, etc. complete.

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Digitally signed by Ashish

NAME OF THE PROJECT: CONSTRUCTION OF TEMPORARY BUS STAND AT HPCL VACANT LAND OF MORMUGAO MUNICIPAL COUNCIL (MMC)

FOR KTC AT VASCO, GOA

Structural steel work riveted, bolted or welded in built up sections, trusses

10.2 and framed work, including cutting, hoisting, fixing in position and applying kg 8795.10 133.70 11,75,904.34

a priming coat of approved steel primer all complete.

10.20 Providing and fixing bolts including nuts and washers complete. kg 48 159.35 7,648.80

Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S.

Flat 15x3 mm and nuts & bolts complete.

Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both

52 mm thick cement concrete flooring with concrete hardener topping, under layer 40

mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20

11.4 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 sqm 560.00 978.45 5,47,932.00

cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume,

hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer’s

specifications This includes cost

Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with

polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet

washers or with G.I. limpet washers filled with white lead, including a coat of approved

12.1 steel primer and two coats of approved paint on overlapping of sheets complete (up to

any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters

and trusses and including cutting to size and shape wherever required.

12.1.2 0.80 mm thick with zinc coating not less than 275 gm/sqm Sqm 420.00 1,257.55 5,28,171.00

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NAME OF THE PROJECT: CONSTRUCTION OF TEMPORARY BUS STAND AT HPCL VACANT LAND OF MORMUGAO MUNICIPAL COUNCIL (MMC)

FOR KTC AT VASCO, GOA

Providing and fixing false ceiling at all height including providing and fixing of frame work

made of special sections, power pressed from M.S. sheets and galvanized with zinc

coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats

of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at

1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia

x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of

25x10x0.50 mm of required length with nuts & bolts of required size and other end of

hanger fixed with intermediate G.I. channels 45x15x0.9 mm running

at the spacing of 1200 mm centre to centre, to which the ceiling

section 0.5 mm thick bottom wedge of 80 mm with tapered flanges

of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre,

12.45 shall be fixed in a direction perpendicular to G.I. intermediate channel

with connecting clips made out of 2.64 mm dia x 230 mm long G.I.

wire at every junction, including fixing perimeter channels 0.5 mm

thick 27 mm high having flanges of 20 mm and 30 mm long, the

perimeter of ceiling fixed to wall/partition with the help of rawl plugs

at 450 mm centre, with 25mm long dry wall screws @ 230 mm

interval, including fixing of gypsum board to ceiling section and

perimeter channel with the help of dry wall screws of size 3.5 x 25

mm at 230 mm c/c, including jointing and finishing to a flush finish

of tapered and square edges of the board with recommended jointing

compound , jointing tapes , finishing with jointing compound in 3

layers covering upto 150 mm on both sides of joint and two coats of

primer suitable for board, all as per manufacturer's specification and

12.45.3 12.5 mm thick tapered edge gypsum moisture resistant board Sqm 160.00 1,529.10 2,44,656.00

13.1 12 mm cement plaster of mix :

Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating

coat of neat cement.

13.9.1 12 mm cement plaster Sqm 27.72 449.55 12,461.53

18 mm cement plaster in two coats under layer 12 mm thick cement plaster

13.11 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement

plaster 1:6 (1 cement : 6 fine sand).

13.46 Finishing walls with Acrylic Smooth exterior paint of required shade :

New work (Two or more coat applied @ 1.67 ltr/10 sqm over

13.46.1 and including priming coat of exterior primer applied @ 0.90 Sqm 63.00 160.60 10,117.80

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Digitally signed by Ashish

NAME OF THE PROJECT: CONSTRUCTION OF TEMPORARY BUS STAND AT HPCL VACANT LAND OF MORMUGAO MUNICIPAL COUNCIL (MMC)

FOR KTC AT VASCO, GOA

Wall painting with acrylic emulsion paint of approved brand and manufacture to give an

Providing and applying white cement based putty of average thickness 1 mm, of

13.80 approved brand and manufacturer, over the plastered wall surface to prepare the surface sqm 513.00 156.05 80,053.65

even and smooth complete.

Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile

Organic Compound ) content less than 50 grams/ litre of approved brand and

manufacture, including applying additional coats wherever required to achieve even

shade and colour.

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

12 tonne capacity after excavating earth to an average of 22.5 cm depth,

16.1 dressing to camber and consolidating with road roller including making sqm 4250.00 218.90 9,30,325.00

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

surplus earthwith lead upto 50 metres.

16.3 Supplying and stacking at site

16.3.2 63 mm to 45 mm size stone aggregate Cum 318.75 1,636.05 5,21,490.94

16.3.3 53 mm to 22.4 mm size stone aggregate Cum 318.75 1,842.30 5,87,233.13

16.3.7 Stone screening 11.2 mm nominal size (Type B Cum 63.75 2,247.75 1,43,294.06

Laying, spreading and compacting stone aggregate of specified sizes

to WBM specifications in uniform thickness, hand picking, rolling with 3

16.4 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade Cum 637.50 1,046.95 6,67,430.63

and camber, applying and brooming requisite type of screening / binding

material to fill up interstices of coarse aggregate, watering and compacting

to the required density

Providing and applying tack coat using bitumen emulsion conforming

16.31 to IS:8887, using emulsion pressure distributer including preparing the

surface & cleaning with mechanical broom.

16.31.1 With rapid setting bitumen emulsion

2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone

chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and

16.32 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm

and 11.2 mm size respectively, including a tack coat with hot straight run

bitumen, including consolidation with road roller of 6 to 9 tonne capacity

etc complete (tack coat to be paid for separately)

16.32.2 With paving Asphalt grade VG - 30 with no solvent sqm 4250.00 245.15 10,41,887.50

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Digitally signed by Ashish

NAME OF THE PROJECT: CONSTRUCTION OF TEMPORARY BUS STAND AT HPCL VACANT LAND OF MORMUGAO MUNICIPAL COUNCIL (MMC)

FOR KTC AT VASCO, GOA

Providing and laying seal coat of premixed fine aggregate ( passing 2.36

mm and retained on 180 micron sieve) with bitumen using 128 kg of

16.40 bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 sqm 4250.00 88.55 3,76,337.50

cum of fine aggregate per 100 sqm of road surface, including rolling and

finishing with road roller all complete.

Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required

shape and approved quality

19.19.4.1 Circular shape 560 mm internal dia. Each 2.00 2123.80 4,247.60

Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry

19.32 brick honey comb shaft with bricks and S.W. drain pipe 100 mm

diameter, 1.8 m long complete as per standard design.

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

class designation 7.5

ALUMINIUM WORK:

Providing and fixing aluminium work for doors, windows, ventilators and partitions with

extruded built up standard tubular sections/ appropriate Z sections and other sections of

approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required

dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and

21 sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be

smooth, rust free, straight, mitred and jointed mechanically wherever required including

cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel

screws, all complete as per architectural drawings and the directions of Engineer-in-

charge. (Glazing, paneling and dash fasteners to be paid for separately) :

21.1.1 For fixed portion

Anodised aluminium (anodised transparent or dyed to required shade according to IS:

1868, Minimum anodic coating of grade AC 15)

For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots

and making provision for fixing of fittings wherever required including the cost of

EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)

Anodised aluminium (anodised transparent or dyed to required shade according to IS:

1868, Minimum anodic coating of grade AC 15)

Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions

etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings

and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid

in basic item):

21.3.2 With float glass panes of 5.5 mm thickness (weight not less than 12.50 kg/ sqm) sqm 25.84 1,505.25 38,894.15

Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by

21.8 providing weather silicon sealant over backer rod of approved quality as per architectural

drawings and direction of Engineer-in-charge complete.

21.8.1 Upto 5 mm depth and 5 mm width metre 159.36 96.75 15,418.08

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Digitally signed by Ashish

NAME OF THE PROJECT: CONSTRUCTION OF TEMPORARY BUS STAND AT HPCL VACANT LAND OF MORMUGAO MUNICIPAL COUNCIL (MMC)

FOR KTC AT VASCO, GOA

Providing and fixing aluminium casement windows fastener of required length for

aluminium windows with necessary screws etc. complete.

21.15.1 Anodized (AC 15) aluminium each 38.00 89.40 3,397.20

Providing and fixing anodised aluminium grill (anodised transparent or dyed to required

shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved

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

21.17 with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the kg 234.90 638.35 1,49,948.42

grill to proper opening size for fixing and operation of handles and fixing approved

anodised aluminium standard section around the opening, all complete as per

requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for

Providing and laying integral cement based treatment for water proofing on horizontal

surface at all depth below ground level for under ground structures as directed by

Engineer-in-Charge and consisting of : i) Ist layer of 22 mm to 25 mm thick approved and

specified rough stone slab over a 25 mm thick base of cement mortar 1:3 (1 cement : 3

coarse sand) mixed with water proofing compound conforming to IS:2645 in the

22.1 recommended proportion over the leveling course (leveling course to be paid separately).

Joints sealed and grouted with cement slurry mixed with water proofing compound. ii)

2nd layer of 25 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) mixed with water

proofing compound in recommended proportions. iii) Finishing top with stone aggregate

of 10 mm to 12 mm nominal size spreading @ 8 cudm/sqm thoroughly embedded in the

22.1.1 Using rough kota stone. sqm 18.90 1515.60 28,644.84

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 recommended proportions with

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

22.2 gaps withn neat cement slurry mixed with water proofing compound and finishing the

exterior of stone slab with 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 :

22.2.1 Using rough Kota stone sqm 14.82 2024.70 30,006.05

TOTAL CIVIL WORKS 1,12,11,745.44 0.00

SUB HEAD -I : SANITARY FIXTURES & FITTINGS

Providing and Fixing white viterous china pedestal type water closet ( European type WC

Pan ) with seat and lid , 10 litre low level White pvc flushing cistern , including flush pipe

17.2 with manually controlled device ( handle lever ) , Conforming to IS : 7231 with all fittings

and fixtures complete including cutting and making good the walls and floors wherever

required . BOQ CIVIL, PLUMBING FURNITURE

Signature of Contractor 9 Signature of NBCC

Digitally signed by Ashish

NAME OF THE PROJECT: CONSTRUCTION OF TEMPORARY BUS STAND AT HPCL VACANT LAND OF MORMUGAO MUNICIPAL COUNCIL (MMC)

FOR KTC AT VASCO, GOA

17.2.1 WC Pan with ISI marked white solid plastic seat and lid . Each 9 6,515.55 58,639.95

Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350

mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush

17.5 pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS :

2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of

fittings and cutting and making good the walls and floors wherever required :

17.5.2 Range of two half stall urinals with 5 litre P.V.C. automatic flushing cistern Each 2 18,008.75 36,017.50

Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm

17.7 C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting

and making good the walls wherever require :

White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar

Providing and fixing 600x450 mm beveled edge mirror of superior glass ( of approved

17.31 quality ) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P Each 9 1,607.95 14,471.55

brass screws and washers complete .

Providing and fixing CP Brass 32mm size bottle trap of approved quality & make and as

per the direction of engineer in charge.

Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as

approved by Engineer in charge.

(a) 15 mm nominal dia Each 5 6940.75 34,703.75

Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm

distance from wall of standard shape with bracket of the same materials with snap

fittings of approved quality and colour, weighing not less than 105 gms.

Providing and fixing stone slab with table rubbed, edges rounded and polished, of size

75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of

8.10 appropriate width with chase cutter and embedding the stone in the chase with epoxy

grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate

6 mm nominal size) as per direction of Engineer-in-charge and finished smooth.

8.10.2 Granite Stone of approved shade Sqm 2 4,051.85 8,103.70

18.21 Providing and fixing unplasticised P.V.C. connection pipe with brass unions:

18.21.1 30 cm length

18.21.1.1 15 mm nominal bore Each 13 85.00 1,105.00

18.22 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :

18.49 Providing & fixing C.P. brass bib cock of approved quality conforming to IS :8931.

18.49.1 15 mm nominal bore Each 10 506.80 5,068.00

Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved

quality conforming to IS:8931

18.53.1 15 mm nominal bore Each 13 574.30 7,465.90

Providing and fixing CP Brass extension nipple ( size 15mm x 50 mm ) of approved make

and quality as per direction of engineer - in - charge .

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Signature of Contractor 10 Signature of NBCC

Digitally signed by Ashish

NAME OF THE PROJECT: CONSTRUCTION OF TEMPORARY BUS STAND AT HPCL VACANT LAND OF MORMUGAO MUNICIPAL COUNCIL (MMC)

FOR KTC AT VASCO, GOA

Providing and fixing C.P brass 2 way bib cock with health faucet (ABS body) ,1 meter long

MR-1 spirochrome flexible tube & wall hook as per direction of Engineer-in-charge. Each 9 2,725.02 24,525.18

Providing and fixing stainless steel waste coupling 32 mm dia full thread with 80mm

height complete in all respect.

MR-3 Providing and fixing stainless steel towel rail 450 mm long complete in all respect. Each 5 1,513.90 7,569.50

Providing and fixing stainless steel cockroach (trap) grating with frame for floor traps or

floor drains of required pattern complete in all respect.

Providing & Fixing of swing type stainless steel Grab bar , O.D 32 mm , use in disabled

MR-5 toilet complete with brackets suitable for wall installation as per approved sample Each 1 7,400.44 7,400.44

complete in all respect.

Providing & fixing of stainless steel Grab Rail straight, size 600 mm length , O.D 32

mm,complete in all respect.

TOTAL OF SUB HEAD - I 2,04,087 73,176

SUB HEAD-II- SOIL , WASTE, VENT AND RAIN WATER PIPE

Providing and fixing unplasticised rigid PVC pipe for rain water conforming to IS : 13592

Type A,including all fittings (IS: 14735 ) e.g. bends, junction, cowls, offsets, access pieces,

MR-7 jointing with solvent cement including cutting chase or holes in walls and floors and

making good wherever required complete in all respect.(i) Single socketed pipes.

Providing and fixing unplasticised rigid PVC pipe for soil and waste pipe conforming to IS :

13592 Type B,including all fittings (IS: 14735 ) e.g. bends, junction, cowls, offsets, access

MR-8 pieces, jointing with solvent cement including cutting chase or holes in walls and floors

and making good wherever required complete in all respect.(i) Single socketed pipes.

Providing & fixing in position upvc P" trap of self cleaning design of following sizes for

the embedded areas Making proper connection with chemical sealent joint , cutting

MR-9 chase / hole in floors /slabs and bringing the same in proper condition in cement concrete

1:2:4 mix complete as required. including cost of cutting and making good the walls and

floors where required.

a) 110 mm inlet and 110 mm outlet Each 24 284.99 6,839.70

Providing & fixing in position upvc multi floor trap/ drain including cost of cutting and

making good floors wherever required.

a) 110 mm inlet and 110 outlet Each 1 130.01 130.01

Providing and fixing upvc cleanout plug( Ceiling or Floor) with suitable insert keys for

MR-11 opening, male threaded joint with upvc socket fixed to uPVC pipe complete in all

a) 110 mm diameter Pipe Each 11 201.44 2,215.87

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Signature of Contractor 11 Signature of NBCC

Digitally signed by Ashish

NAME OF THE PROJECT: CONSTRUCTION OF TEMPORARY BUS STAND AT HPCL VACANT LAND OF MORMUGAO MUNICIPAL COUNCIL (MMC)

FOR KTC AT VASCO, GOA

Providing and fixing uPVC waste pipes for WB , SINK , URINAL , FD (IS: 4985 ) 6 Kg / Sqcm

including all fittings (plain or door) e.g. bends, junction, cowls, offsets, access pieces,

jointing with rubber ring/solvent cement joints including cutting chase or holes in walls

and floors and making good wherever required.

a) 40 mm OD pipe Metre 10 197.23 1,972.27

TOTAL OF SUB HEAD - II 0.00 66,668

SUB HEAD- III - INTERNAL WATER SUPPLY

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability

for hot & cold water supply, including all CPVC plain & brass threaded fittings, including

18.8 fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings

with one step CPVC solvent cement and the cost of cutting chases and making good the

same including testing of joints complete as per direction of Engineer in Charge.

Concealed work, including cutting chases and making good the walls etc.

18.8.1 15 mm nominal outer dia Pipes Metre 9 497.80 4,480.20

18.8.2 20 mm nominal outer dia Pipes Metre 31 537.60 16,665.60

18.8.3 25 mm nominal outer dia Pipes Metre 22 627.25 13,799.50

18.8.4 32 mm nominal outer dia Pipes Metre 12 739.30 8,871.60

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability

for hot & cold water supply, including all CPVC plain & brass threaded fittings, including

18.7 fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings

with one step CPVC solvent cement and testing of joints complete as per direction of

Engineer in Charge.

Internal work - Exposed on wall

18.7.3 25mm nominal bore Metre 13 401.55 5,220.15

18.7.4 32 mm nominal bore Metre 38 518.75 19,712.50

18.7.5 40mm nominal bore Metre 35 702.95 24,603.25

18.7.6 50mm nominal bore Metre 12 934.15 11,209.80

Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and

making good the walls etc.

Internal work - Exposed on Wall

18.10.4 32 mm dia nominal bore Metre 14 667.00 9,338.00

Making connection of G.I. distribution branch with G.I. main of following sizes by

providing and fixing tee, including cutting and threading the pipe etc. complete :

18.13.1 25 to 40 mm nominal bore Each 1 911.90 911.90

Providing and fixing gun metal gate valve with C.I. wheel of approved

quality (screwed end) :

18.17.1 25mm nominal bore Each 1 622.40 622.40

18.17.2 32mm nominal bore Each 2 689.60 1,379.20

18.17.3 40mm nominal bore Each 2 826.10 1,652.20

18.17.4 50mm nominal bore Each 1 1,026.65 1,026.65

Providing and fixing gun metal non- return valve of approved quality (screwed end) :

BOQ CIVIL, PLUMBING FURNITURE

Signature of Contractor 12 Signature of NBCC

Digitally signed by Ashish

NAME OF THE PROJECT: CONSTRUCTION OF TEMPORARY BUS STAND AT HPCL VACANT LAND OF MORMUGAO MUNICIPAL COUNCIL (MMC)

FOR KTC AT VASCO, GOA

18.19.3 40 mm nominal bore

18.19.4 50 mm nominal bore

Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI :

12701 marked, with cover and suitable locking arrangement and making necessary holes

for inlet, outlet and overflow pipes but without fittings and the base support for tank.

Providing & Fixing Stainless Steel Water Cooler Size L ,Number of faucets-2,Cooling

Capacity - 40 L/h ,Storage capacity-80 L ,Refrigerant - R-134a eco friendly (Non CFC) USP-

#High-quality stainless steel tank and components for safe drinking water # Reliable

MR-13 reciprocating compressor for longer product life #Accessories: Water inlet hosepipe and Each 1 60,268.36 60,268.36

overflow pipes provided with the unit #Specially designed float valves made of food-

grade plastic #Adjustable pedestals made of highly non-corrosive and strong material

including Water Purifier (RO) of 25 ltr/hour with minimum tank capacity of 6 ltr.

Providing and fixing Geyser, 5-Star energy rating, voltage / Frequency 230V/50

MR-14 Hz,temperature range 25C to 75C,working pressure (Mpa) 0.8 ,complete in all respect

a) Volume 25 ltrs Each 2 10,349.57 20,699.14

TOTAL OF SUB HEAD - III 1,44,769.35 80,967.50

SUB HEAD- IV EXTERNAL SEWERAGE & DRAINAGE WORK

Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of

19.1 cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints

etc. complete :

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone

19.3 aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as

per standard design :

19.3.2 150 mm diameter S.W. pipe Metre 85 743.10 63,163.50

Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating

brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size

(inside) the weight of cover to be not less than 4.50 kg and frame to be not less than

2.70kg as per standard design:

19.4.1 100x100mm size 'P' type

19.4.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 4 2,707.65 10,830.60

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed

19.6 with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand)

including testing of joints etc. complete

BOQ CIVIL, PLUMBING FURNITURE

Signature of Contractor 13 Signature of NBCC

Digitally signed by Ashish

NAME OF THE PROJECT: CONSTRUCTION OF TEMPORARY BUS STAND AT HPCL VACANT LAND OF MORMUGAO MUNICIPAL COUNCIL (MMC)

FOR KTC AT VASCO, GOA

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 : 4 coarse sand : 8 graded

19.7 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

19.7.1 mm internal dimensions,total weight of cover and frame to be not less than 38 kg (weight

of cover 23 kg and weight of frame 15 kg) :

With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and

0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster

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

coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded

19.9 stone aggregate 40 mm nominal size), and making necessary channel 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, all complete as per standard

0.91 m deep with SFRC cover and frame (heavy duty, HD- 20 grade designation) 560 mm

internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less

19.9.1 than 182 kg., fixed in cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone

aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation,

foot rests and 12mm thick cement plaster at the external surface shall be paid for

19.9.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 1 12,725.00 12,725.00

BOQ CIVIL, PLUMBING FURNITURE

Signature of Contractor 14 Signature of NBCC

Digitally signed by Ashish

NAME OF THE PROJECT: CONSTRUCTION OF TEMPORARY BUS STAND AT HPCL VACANT LAND OF MORMUGAO MUNICIPAL COUNCIL (MMC)

FOR KTC AT VASCO, GOA

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 ribbing or chequering besides necessary and adequate anchoring projections on tail

length on 138 mm as per standard drawing and suitable to with stand the bend test and

19.16 chemical resistance test as per specifications and having manufacture's permanent Each 13 553.70 7,198.10

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 per design.

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

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

19.21 sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides

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

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

For pipes 100 to 250 mm diameter

Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement

19.27 mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal

grating with frame complete as per standard design :

19.27.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 6 5,957.90 35,747.40

TOTAL OF SUB HEAD - IV 3,10,711.30 0.00

SUB HEAD- V EXTERNAL WATER SUPPLY

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling

etc. External work

18.12.4 32 mm dia nominal bore Metre 40 540.30 21,612.00

Painting G.I. pipes and fittings with two coats of anti-orrosive bitumastic paint of

approved quality :

18.40.4 32 mm dia nominal bore Metre 40 22.20 888.00

BOQ CIVIL, PLUMBING FURNITURE

Signature of Contractor 15 Signature of NBCC

Digitally signed by Ashish

NAME OF THE PROJECT: CONSTRUCTION OF TEMPORARY BUS STAND AT HPCL VACANT LAND OF MORMUGAO MUNICIPAL COUNCIL (MMC)

FOR KTC AT VASCO, GOA

Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in

external work :

18.41.4 32 mm dia nominal bore Metre 40 164.90 6,596.00

TOTAL OF SUB HEAD - V 29,096.00 0.00

Supply and Installation of 3 Seater Waiting Chair of Dimensions Width 173.5 cm x Depth

MR-15 74 cm x Height 91 cm / Seat Ht 44 cm). ( Godrej make; Traverse 3Str with 2Arms or Nos 8.00 38,566.35 3,08,530.81

Equivalent, as directed by Engineer-in-charge.)

Supply and Installation of Bunk Bed: - Minimum Dimensions : 2130 (L) x 970 (W) X1655

(H) Bed Board : 12mm THK commercial plywood Metal Understructure : Headboard &

Tailboard of 50X25X1.2mm THK MS Round pipe conforms to IS 4923 and Top frame of

combination of 50x25x1.2mm THK Rectangular pipe & 25x25x1.2mmTH K Square pipe

the frame finished with powder coat up to 50 -60 MICRON. Suitable mattress size :

78"X36" Front and Back frame: - shall be made up of outer horizontal MS pipe .

Construction fully welded with MIG welding.

Supply and Installation of Metal Lockers with Cam Lock one unit consiting of 381mm (W)

MR-17 x 381mm (D) x 1831mm (H) with 4 Lockers.( Godrej -Gain Pro Lkr Unit Main4DR Nos 5.00 20,554.70 1,02,773.49

(CAMLOCK) or Equivalent,as directed by Engineer-in-charge.

Supply and Installation of Steel Almirha of Minimum Dimensions 1981 (H) mm X 916 (W)

MR-18 mm X 486 (D) mm (Storwel plain Godrej Prience Grey or Equivalent,as directed by Nos 2.00 30,836.51 61,673.02

Engineer-in-charge.)

Supply and Installation of Table of Minimum Dimensions W-1199 mm X D 590D mm X H

735 mm, (Make Godrej T-8 ,or Equivalent,as directed by Engineer-in-charge.)

Supply and Installation of Chair of Minimum Dimensions Width 61.0 cm X Depth 63.5 cm

MR-20 X Height 93.5 cm/ Seat Ht 46.5 cm), (Godrej Make; Oxbo or Equivalent,as directed by Nos 4.00 9,779.58 39,118.30

Engineer-in-charge.)

Supply and Installation of Adjustable Metal Shelf ( 4 Shelves, Godrej SLINE 4SH Body

Royal Ivory or Equivalent,as directed by Engineer-in-charge.

TOTAL OF NON-SCHEDULE ITEM-FURNITURE 0.00 10,34,867.48

BOQ CIVIL, PLUMBING FURNITURE

Signature of Contractor 16 Signature of NBCC

Digitally signed by Ashish

NBCC INDIA LIMITED

NAME OF THE PROJECT: CONSTRUCTION OF TEMPORARY BUS STAND AT HPCL VACANT LAND OF MORMUGAO MUNICIPAL COUNCIL

(MMC) FOR KTC AT VASCO, GOA

BOQ -ELECTRICAL

ITEM NO DESCRIPTION Unit Qty Rate -2025 Amount NS Amount (Rs)

DSR-2025 SUB HEAD I:WIRING IN STEEL & PVC CONDUIT.

Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm

FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed

1.3 steel conduit, with modular switch, modular plate, suitable GI box and earthing the

point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc.

Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell

point (without independent switch etc.) with 1.5 sq. mm FRLS/HFFR PVC insulated

1.54 copper conductor single core cable in surface/ recessed steel conduit, and earthing the

point with 1.5 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable etc.

Wiring for circuit/ submain wiring along with earth wire with the following sizes of

1.7 FRLS/HFFR PVC insulated copper conductor, single core cable in surface/ recessed steel

conduit as required

1.7.1 2X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire Meter 50 370 18,500.00

1.7.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire Meter 200 414 82,800.00

1.7.3 2 X 4 sq. mm + 1 X 4 sq. mm earth wire Meter 200 476 95,200.00

Supplying and drawing following sizes of FRLS/HFFR PVC insulated copper conductor,

1.17 single core cable in the existing surface/ recessed steel/ PVC conduit as required.

Supplying and fixing of following sizes of steel conduitalong with accessories in

1.20 surface/recess including painting in case of surface conduit, or cutting the wall

and making good the same in case of recessed conduit as required.

Supplying and fixing of following sizes of mediumclass PVC conduit along with

1.21 accessories in surface/recess including cutting the wall and making good the same in

case of recessed conduit as required.

Supplying and fixing following modular switch/ socket on the existing modular plate &

1.24 switch box including connections but excluding modular plate etc. as required.

Signature of Contractor 17 Signature of NBCC

Digitally signed by Ashish

NAME OF THE PROJECT: CONSTRUCTION OF TEMPORARY BUS STAND AT HPCL VACANT LAND OF MORMUGAO MUNICIPAL COUNCIL

(MMC) FOR KTC AT VASCO, GOA

1.24.4 3 pin 5/6 A socket outlet Each 20 136 2,720.00

1.24.5 6 pin 15/16 A socket outlet Each 10 219 2,190.00

Supplying and fixing two module stepped type electronic fan regulator on the existing 6,432.00

1.25 modular plate switch box including connections but excluding modular plate etc. as Each 16 402

Supplying and fixing following size/ modules, GI box along with modular base & cover

plate for modular switches in recess etc. as required.

Supplying and fixing following Modular base & cover plate on existing modular metal

boxes etc. as required.

Supplying & fixing suitable size GI box with modular plate and cover in front on surface 1,614.00

1.57 or in recess including providing and fixing 25 A modular socket outlet and 25 A modular Each 2 807

SP MCB, "C" curve including connections, painting etc. as required. (AC/ Gysers).

Total of Sub-Head - I 3,58,916.00 -

DSR-2025 SUB HEAD-II - DISTRIBUTION BOARDS.

Supplying and fixing following way, horizontal type three pole and neutral, sheet steel,

MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus

bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including

earthing etc. as required. (But without MCB/RCCB/Isolator).

Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit

2.10 breaker suitable for inductive load of following poles in the existing MCB DB complete

with connections, testing and commissioning etc. as required.

2.10.1 Single pole Each 18 285 5,130.00

Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB

complete with connections, testing and commissioning etc. as required.

Supplying and fixing following rating, double pole, (single phase and neutral), 240 V,

residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the

2.14 existing MCB DB complete with connections, testing and commissioning etc. as

Total of Sub-Head - II 20,052.0 0.0

DSR-2025 SUB HEAD-III - EARTHING

Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, 8,351.00

and providing masonry enclosure with cover plate having locking arrangement and

watering pipe of 2.7 Meter long etc. with charcoal/ coke and salt as required.

Signature of Contractor 18 Signature of NBCC

Digitally signed by Ashish

NAME OF THE PROJECT: CONSTRUCTION OF TEMPORARY BUS STAND AT HPCL VACANT LAND OF MORMUGAO MUNICIPAL COUNCIL

(MMC) FOR KTC AT VASCO, GOA

Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections 2,870.00

etc. as required.

Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along 5,000.00

5.18 with existing surface/ recessed conduit/ submain wiring/ cable as required. Meter 100 50

Total of Sub-Head - III 16,221.0 0.0

DSR-2025 SUB HEAD-IV - FITTINGS FIXTURES & FANS AND POLE.

8.2 LED Down lighter (SMD Type) (System lumen efficacy ≥120<135lm/Watt)

Supplying, installation, Testing & Commissioning of LED Recessed/surface Down

lighter (Round/ square/ Rectangular) SMD type of following body material with PMMA

and prismatic diffuser and construction as per IS : 10322 with driver as per the

requirement with Driver efficiency >85%, Operating voltage AC 140-270 Volt,

frequency 50/60 hz, Operating temp range -5 0C to 40 0C centigrade, internal surge

protection of 2.5 KV with Short & Open circuit protection ,THD < 10%, P. F.≥0.95, IP20,

CRI >80, UGR (Unified Glare Rating) <19, Flicker free (flicker should be below 5 %), life

time (LED, Driver & electrical circuitry), life time of minimum 50000 Burning Hours

with 70%of initial Lumen maintained till life ends, CCT 3000°K / 4000°K / 5700°K

/6500°K (As per ANSI Bin), SDCM(Standard Deviation Color Matching) <3, Maximum

power consumption should not more than the specified rating and Fixture shall be of

relevant BIS standard. Manufactures Word Mark/ Name Engraved/ Embossing/ Screen

printing on housing Complete in all respect i/c external connections with 1.5 sq mm

FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as

required with Minimum 5 year OEM warranty. System lumen efficacy ≥120 <135

lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as

per BIS shall be submitted.. Shape size and CCT shall be as approved by Engineer-in

Charge as per requirement. (Thermal management: heat sink of aluminium housing

such that LED junction temperature shall not rise above 90°C). Powder coated die cast

/Extruded aluminium Body including trim.

8.10 LED Batten light (System lumen efficacy ≥120 <135 lm/Watt)

Signature of Contractor 19 Signature of NBCC

Digitally signed by Ashish

NAME OF THE PROJECT: CONSTRUCTION OF TEMPORARY BUS STAND AT HPCL VACANT LAND OF MORMUGAO MUNICIPAL COUNCIL

(MMC) FOR KTC AT VASCO, GOA

Supplying, installation, Testing & Commissioning of LED surface mounted Batten light of

following body material and construction as per IS : 10322 with driver (Replaceable) as

per the requirement with Driver efficiency >85%, Operating voltage AC 140- 270 Volt,

frequency 50/60 hz, Operating temp range -5 0C to 40 0C, internal surge protection of

2.5 KV with Short & Open circuit protection ,THD < 10% , P. F.≥0.95, IP20, CRI >80,

Flicker free (flicker should be below 5 %), life time (LED,Driver & electrical circuitry),

of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends,

CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin), SDCM(Standard Deviation

Colour Matching) <3, Maximum power consumption should not more than the specified

rating and Fixture shall be of relevant BIS standard. Manufactures Word Mark/ Name

Engraved/ Embossing/ Screen printing on housing. complete in all respect i/c external

connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper

conductor single core cable and earthing etc. as required with Minimum 5 year OEM

warranty. System lumen efficacy ≥120 <135 lm/Watt output . LM79 & LM80 Test report

and all testing required for LED fixtures as per BIS shall be submitted. Shape size and

CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal

management: heat sink of aluminium housing such that LED junction temperature shall

not rise above 90°C).

Powder coated die cast /Extruded aluminium Body (Thickness > 1.20 mm)

8.21 Solar outdoor LED light

Signature of Contractor 20 Signature of NBCC

Digitally signed by Ashish

NAME OF THE PROJECT: CONSTRUCTION OF TEMPORARY BUS STAND AT HPCL VACANT LAND OF MORMUGAO MUNICIPAL COUNCIL

(MMC) FOR KTC AT VASCO, GOA

Supplying, installation, Testing & Commissioning of the integrated type solar PV lighting

system on the existing pole structure, comprising of 35 watt, 6V Mono Passivated

Emitter and Rear Contact (PERC) Solar Panel (minimum efficiency 21%),, Pulse with

modulation (PWM)/Maximum Power point tracking (MPPT) Charge Controller in the

box with a sleek appearance and a sturdy structure, is weather-proof, and is simple to

install, with Lithium-Iron Phosphate Battery (LiFePO4), charging time 8-10 hours,

Battery backup time 12 hours (minimum), LED fixture watt 35 watt, Input voltage: 12V

DC , Operating temp range -5 0C to 50 0C, internal surge protection of 5 KV L,N,E as per

IEC 61000-4-5, Driver efficiency >85%, IP-66,IK-08, CRI >70 , under voltage and over

voltage protection, Electro Magnetic Interference (EMI) Electro Magnetic Compatibility

(EMC) As per CISPR 15 , lenses for beam angle as per Illuminating Engineering Society

of North America (IESNA) type I/II/III as per the width of the road and the project

8.21.3 requirement, Correlated Colour Temperature (CCT) 5700°K (As per American National

Standard Institute (ANSI Bin)), life time (LED, Driver & electrical circuitry) of 50K hours

lamp buring hours till the 70 % of initial Lumen maintained as per LM80 extrapolation

IES TM-21-11 report, automatic swich on/off, Alliuminium or Acrylonitrile Butadiene

Styrene (ABS body), can be installed on a pole or wall. System lumen efficacy >120

lm/Watt output. LM79 & LM80 Test report and all testing required for LED fixtures as

per BIS shall be submitted.. All as per pre approved by Engineer in-charge complete in

all respect i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper

conductor single core cable and earthing etc. as required, complete with mounting

structure for the battery and accessories suitable for withstand wind storm speed as

per the site location. (Thermal management: heat sink of aluminium housing such that

LED junction temperature shall not rise above 90°C).

35 Watt (System lumen efficacy >120 lm/Watt) Each 10 29329 2,93,290.00

9.1 Brush Less Direct Current (BLDC) Fan with Remote

Signature of Contractor 21 Signature of NBCC

Digitally signed by Ashish

NAME OF THE PROJECT: CONSTRUCTION OF TEMPORARY BUS STAND AT HPCL VACANT LAND OF MORMUGAO MUNICIPAL COUNCIL

(MMC) FOR KTC AT VASCO, GOA

Supply, Installation, Testing and Commissioning of ceiling fan with Brush Less Direct

Current (BLDC) Motor, class of insulation: B, 3 nos. metal(Aluminium alloy) blades, 30

cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, steel/Al

body. Power Factor not less than 0.9, Service Value (CM/M/W) minimum as below, 350

RPM (tolerance as per IS : 374-2019), THD (Total Harmonic Distortion) less than 10%,

remote (preferably mobile app based) for speed control and all remaining accessories

including safety pin, nut bolts, washers, temperature rise=75 0C (max.), insulation

resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC supply

Ceiling Fan compliant to IS 374:2019 fan i/c external connections with 1.5 sq.mm

FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as

9.1.4 1400mm, service value ≥ 6.0 CM/Min/Watt, air delivery 245 CM/Min (Minimum) Each 16 2913

Supply, Installation, Testing and Commissioning of 5 mtr Octagonal pole anlog with 1,20,500.00

MR-E1 foundation bolts & 1 mtr SAM Top :70 mm , Bottom Dia : 130 mm , Base Plate Size :220 Each 10 12050

x220x12 mm with control box , 6 A MCB etc as required.

S/I/T/C of HD Metal Exhaust Fan heavy duty 230V A.C 50 cycles, 300 mm sweep, 900 22,960.00

MR-E2 rpm, energy efficient, complete erected in position with all cessories, as per Each 5 4592.00

Total of Sub-Head - IV 3,88,942.0 1,43,460.0

DSR-2025 SUB HEAD-V - L.T. CABLES

Supply of following sizes of XLPE insulated Aluminum conductor strip/ wire Armoured,

MR-E3 overall PVC sheathed 1.1 KV grade cables conforming to relevant IS-7098 Code and

technical specifications.

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV

10.1 grade of following size direct in ground including excavation, sand cushioning,

protective covering and refilling the trench etc as required.

Supplying and making end termination with brass compression gland and aluminium

11.1 lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor

cable of 1.1 KV grade as required

Total of Sub-Head - V 46,042.00 19,600.00

Signature of Contractor 22 Signature of NBCC

Digitally signed by Ashish