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Tender Value
₹9.1 Cr
EMD Value
₹9.1 L
Closing Date
22 May 2024, 11:00 amClosed
External Development Work Consisting Civil, Electrical, Landscaping and Horticulture work at All India Institute of Ayurveda, Village Dhargal, Taluka Pernem, Goa- 403513.
SBG/MUMBAI/AIIA/NIT/57/2024
SBG/MUMBAI/AIIA/NIT/57/2024
Open Tender-Domestic
Civil Works - Others
North Goa, Goa
₹11,800
₹9.1 L
22 May 2024
6 May 2024
22 May 2024
22 May 2024
13 Jun 2024
ABSTRACT OF COST
S.NO DESCRIPTION AMOUNT
1 CIVIL WORK 2,38,23,410.00
2 SOFTSCAPE WORK 2,18,70,670.00
3 PLANTS & TREES 93,51,500.00
4 ELECTRICAL WORK 30,39,652.00
5 MISCELLANEOUS (NSR ITEMS) 3,27,66,963.00
6 WATER BODIES AND FOUNTAINS 10,68,583.00
TOTAL AMOUNT 9,08,52,195.00
TOTAL AMOUNT 9,08,52,195.00
EXTERNAL DEVELOPEMENT WORK CONSISTING CIVIL, ELECTRICAL, LANDSCAPING AND HORTICULTURE WORK AT
ALL INDIA INSTITUTE OF AYURVEDA, GOA.
AS PER DSR 2023
BOQ FOR CIVIL WORK
S. No. DSR No. DESCRIPTION UNIT QTY RATE AMOUNT
1 2.2 Earth work in rough excavation, banking excavated earth in layers not exceeding
20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or
wooden or steel rammers, and rolling every 3rd and top-most layer with power roller
of minimum 8 tonnes and dressing up in embankments for roads, flood banks,
marginal banks and guide banks or filling up ground depressions, lead upto 50 m
and lift upto 1.5 m :
3 2.4 Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated cum 831 5.25 4,362.75
earth in layers not exceeding 20 cm in depth.
4 2.5 Deduct for not watering the excavated earth for banking cum 831 14.25 11,841.75
5 2.7 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 lift
upto 1.5 m, as directed by Engineer-incharge.
7 5.9 Centering and shuttering including strutting, propping etc. and removal of form for
8 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete sqm 350 392.15 1,37,252.50
9 5.9.3 Suspended floors, roofs, landings, balconies and access platform sqm 100 927.25 92,725.00
10 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers sqm 100 736.40 73,640.00
11 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts sqm 100 961.30 96,130.00
12 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing
in position and binding all complete upto plinth level.
13 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 1000 107.85 1,07,850.00
14 5.22A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing
in position and binding all complete above plinth level.
15 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 1000 107.85 1,07,850.00
16 5.33 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 1.10 times of the specified minimum cement content, the contractor shall have
discretion to either re-design the mix or bear the cost of extra cement.
17 5.33.1 All works upto plinth level
18 5.33.1.2 Concrete of M30 grade with minimum cement content of 350 kg /cum cum 50 9,655.70 4,82,785.00
19 5.33.2 All works above plinth level upto floor V level
20 5.33.2.2 Concrete of M30 grade with minimum cement content of 350 kg /cum cum 50 10,011.35 5,00,567.50
21 5.35 Add for using extra cement in the items of design mix over and above the specified Quintal 530 733.50 3,88,755.00
cement content therein.
22 4.20 Providing and laying in position ready mixed or site batched design mix cement
concrete for plain cement concrete work; using coarse aggregate and fine aggregate
derived from natural sources Portland Pozzolana / Ordinary Portland / Portland Slag
Cement, admixture i recommended proportions as per IS:9103 to accelerate/ retard
setting of concrete, improve workability without impairing strength and durability;
including pumping of concrete to site of laying, curing carriage for all lead; but
excluding the cost of centering, shuttering and finishing as per directions of the
Engineer-in-charge for the following grade of concrete:
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 1.10 times of the specified minimum cement content, the contractor shall have
discretion to either re-design the mix or bear the cost of extra cement.
23 4.20.1 All works upto plinth level :
24 4.20.1.2 Concrete of M-15 grade with minimum cement content of 240 kg/cum) cum 75 8,986.15 6,73,961.25
25 6.34 Brick work with non modular fly ash bricks conforming to IS:12894,
class designation 10 average compressive strength in super structure
above plinth level up to floor V level in :
26 6.34.2 Cement mortar 1:6 (1 cement : 6 Coarse sand) cum 546 8,752.55 47,78,892.30
13.1 12 mm cement plaster of mix :
13.5 15 mm cement plaster on rough side of single or half brick wall of mix:
10.1 Structural steel work in single section, fixed with or without connecting kg 3560 117.35 4,17,766.00
plate,including cutting, hoisting, fixing in position and applying a priming coat of
approved steel primer all complete.
10.2 Structural steel work riveted, bolted or welded in built up sections, trusses and kg 4735 133.70 6,33,069.50
framed work, including cutting, hoisting, fixing in position and applying a priming coat
of approved steel primer all complete.
EXTERNAL DEVELOPEMENT WORK CONSISTING CIVIL, ELECTRICAL, LANDSCAPING AND HORTICULTURE WORK AT
ALL INDIA INSTITUTE OF AYURVEDA, GOA.
AS PER DSR 2023
BOQ FOR CIVIL WORK
S. No. DSR No. DESCRIPTION UNIT QTY RATE AMOUNT
27 10.16 Steel work in built up tubular (round, square or rectangular hollow tubes
etc.) trusses etc., including cutting, hoisting, fixing in position and
applying a priming coat of approved steel primer, including welding and
bolted with special shaped washers etc. complete.
28 10.16.2 Hot finished seamless type tubes kg 6950 206.35 14,34,132.50
13.52 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied
as per manufacturer’s specifications including appropriate priming coat, preparation
of surface, etc. complete.
29 11.26 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with
grey cement slurry mixed with pigment to match the shade of the slab, including
rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4
31 11.27 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 sqm 550 2,354.70 12,95,085.00
mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with
grey cement slurry mixed with pigment to match the shade of the slabs, including
rubbing and polishing complete.
32 11.45 Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 mm sqm 890 1,708.10 15,20,209.00
thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and
base course and filling with 150 mm thick jamuna sand, including spreading, well
ramming, consolidating and finishing smooth etc. all complete as per direction of
Engineer-in-charge.
33 11.55 Providing and laying flamed finish 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 20 mm (average) thick
base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement
slurry and 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 :
34 11.55.1 Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or sqm 1280 3,186.70 40,78,976.00
35 16.53 Providing and fixing concertina coil fencing with punched tape concertina coil 600 meter 2850 375.80 10,71,030.00
mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6
metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m
or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with
G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I.
barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge,
with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile
strength of 165 kg/sq. mm with tape (0.52 mm thick) and weight 43.478 gm/ metre
(cost of M.S. angle, C.C. blocks shall be paid separately)
36 16.59 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 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.
37 16.59.1 Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 each 12 7,183.35 86,200.20
38 16.59.2 Cautionary /warning sign boards of equilateral triangular shape having each side of each 12 5,559.75 66,717.00
900 mm with support length of 3650 mm
EXTERNAL DEVELOPEMENT WORK CONSISTING CIVIL, ELECTRICAL, LANDSCAPING AND HORTICULTURE WORK AT
ALL INDIA INSTITUTE OF AYURVEDA, GOA.
AS PER DSR 2023
BOQ FOR CIVIL WORK
S. No. DSR No. DESCRIPTION UNIT QTY RATE AMOUNT
39 16.60 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 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
40 16.60.1 Overhead informatory road signage sqm 108 5,879.90 6,35,029.20
41 16.61 Providing Retro-reflective regulatory sign board of size 900 mm dia meter made out each 12 8,154.35 97,852.20
of 2 mm thick aluminium sheet, face to be fully covered with high intensity
encapsulated lens type retro -reflective sheeting as approved by Engineer-in-charge
. Letter, symbols, borders etc. will be as per IRC - 67 with required colour scheme on
the boards and with the high intensity grade A. The aluminium sheet to be riveted to
M.S. frame of angle iron of size 40x40x4 mm. The boards will be fixed to 1 No.
50x50 mm square post made of M.S. angle 50x50x4 mm, 4 m long welded to the
frame with adequate anti-theft arrangement .Sheet work to be painted with two or
more coats of synthetic enamel paint over an under coat (primer) and back side of
aluminium sheet to be painted with two or more coats of epoxy paint including
appropriate priming coat complete in all respects as per direction of Engineer-in-
42 16.68 Providing and laying 60mm thick faciory made cement concrete interlocking paver sqm 600 972.00 5,83,200.00
block of M -30 grade made by block making machine with strong vibratory
compaction, of approved size, design & shape, laid in required colour and pattern
over and including 50mm thick compacted bed of coarse sand, filling the joints with
line sand etc. all complete as per the direction of Engineer-in-charge.
43 16.70 Providing and fixing G.I. chain link fabric fencing of required width in mesh size
50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as
required complete as per the direction of Engineer-in-charge.
44 16.70.2 Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm sqm 550 1,067.10 5,86,905.00
in required colour and shade
EXTERNAL DEVELOPEMENT OF WORK CONSISTING CIVIL, ELECTRICAL, LANDSCAPING AND HORTICULTURE WORK AT
ALL INDIA INSTITUTE OF AYURVEDA, GOA.
AS PER DSR HORTICULTURE AND LANDSCAPING 2020
SOFTSCAPING WORKS
Sr No. Code No Description Unit Qty Rate Amount
1 2.1 Trenching in ordinary soil up to a depth of 60 cm including removal cum 1768 78.10 1,38,080.80
and stacking of serviceable materials and then disposing of surplus
soil, by spreading and neatly levelling within a lead of 50 m and
making up the trenched area to proper levels by filling with earth or
earth mixed with sludge or / and manure before and after flooding
trench with water (excluding cost of imported earth, sludge or
2 2.2 Supplying and stacking of good earth at site including royalty and cum 4556 515.60 23,49,073.60
carriage upto 5 km lead complete (earth measured in stacks will be
reduced by 20% for payment).
3 2.3 Supplying and stacking sludge at site including royalty and carriage cum 2343 294.00 6,88,842.00
upto 5 km lead complete (sludge measured in stacks will be
reduced by 8% for payment).
4 2.4 Supplying and stacking at site dump manure from approved
source, including carriage upto 5 km lead complete (manure
measured in stacks will be reduced by 8% for payment) :
5 2.4.1 Screened through sieve of I.S. designation 20 mm cum 1564 254.15 3,97,490.60
6 2.4.2 Screened through sieve of I.S. designation 16 mm cum 1245 290.70 3,61,921.50
7 2.4.3 Screened through sieve of I.S. designation 4.75 mm cum 1245 319.90 3,98,275.50
8 2.5 Rough dressing the trenched ground including breaking clods sqm 78343 1.50 1,17,514.50
9 2.8 Spreading of sludge, dump manure and/or good earth in required cum 9619 52.35 5,03,554.65
thickness as per direction of officer-in-charge (cost of sludge, dump
manure and/ or good earth to be paid separately).
10 2.9 Mixing earth and sludge or manure in the required proportion cum 10953 36.55 4,00,332.15
specified or directed by the Officer-in-charge
11 2.10 Grassing with selection No. 1 Doob grass including watering and -
maintenance of the lawn for 30 days or more till the grass forms a
thick lawn, free from weeds and fit for mowing including supplying
good earth, if needed (the grass and good earth shall be paid for
12 2.10.1 In rows 5 cm apart in both directions sqm 24566 17.70 4,34,818.20
14 2.13 Preparation of beds for hedging and shrubbery by excavating 60 cum 10150 222.85 22,61,927.50
cm deep and trenching the excavated base to a further depth of 30
cm, refilling the excavated earth after breaking clods and mixing
with sludge or manure in the ratio of 8:1 (8 parts of stacked volume
of earth after reduction by 20%: one part of stacked volume of
sludge or manure after reduction by 8%), flooding with water, filling
with earth if necessary, watering and finally fine dressing, leveling
etc. including 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)
15 2.14 Digging holes in ordinary soil and refilling the same with the -
excavated earth mixed with manure or sludge in the ratio of 2:1 by
volume (2 parts of stacked volume of earth after reduction by 20% :
1 part of stacked volume of manure after reduction by 8%) flooding
with water, dressing including removal of rubbish and surplus
earth, if any, with all leads and lifts (cost of manure, sludge or extra
good earth if needed to be paid for separately)
17 2.14.2 Holes 90 cm dia, and 90 cm deep each 6789 143.10 9,71,505.90
18 2.14.3 Holes 60 cm dia, and 60 cm deep each 9866 43.75 4,31,637.50
20 2.20 Filling mixture of earth and sludge or manure in the desired cum 34467 18.25 6,29,022.75
proportion in trenches, flooding with water and leveling (cost of
supplying earth and sludge or manure and mixing excluded).
EXTERNAL DEVELOPEMENT OF WORK CONSISTING CIVIL, ELECTRICAL, LANDSCAPING AND HORTICULTURE WORK AT
ALL INDIA INSTITUTE OF AYURVEDA, GOA.
AS PER DSR HORTICULTURE AND LANDSCAPING 2020
SOFTSCAPING WORKS
Sr No. Code No Description Unit Qty Rate Amount
21 2.25 Supplying and stacking of well decayed cattle manure at site cum 28467 247.50 70,45,582.50
including royalty and carriage upto 5 k.m.lead complete (Cattle
manure measured in stacks will reduced by 8% for Payment).
22 2.28 Preparation of mounds of various size and shape by available cum 1566 456.35 7,14,644.10
excavated / supplied earth in layers not exceeding 20 cm in depth,
breaking clods, watering of each layer, dressing etc., lead upto 50
meter and lift upto 1.5 m complete as per direction of Officer-in-
23 2.33 Providing and laying Neelgiri/Mexican grass turf with earth 50mm sqm 4566 214.40 9,78,950.40
to 60mm thickness of existing ground prepared with proper level
and ramming with tools wooden (Dhurmos) and than rolling the
surface with light roller make the surface smoothen and light
waterning with sprinkler and maintenance for 30 days or more till
the grass establish properly, as per direction of officer-in-charge
24 2.34 Providing & laying Selection no. 1 doob grass turf with earth 50mm sqm 2534 87.50 2,21,725.00
to 60mm thickness of existing ground prepared with proper level
and ramming with required tools wooden and than rolling the
surface with light roller make the surface smoothen and light
watering the same maintenance for 30 days or more till the grass
establish properly,as per direction of officer in charge
25 2.56 Providing preconstructional Anti-termite treatment by treating the sqm 66778 7.55 5,04,173.90
bottom surface and the sides of excavationAnti termite treatment of
lawn area through premise 30.50% I P. one liter premise diluted in
499 liters water and applying solution @ 1.00 litre solution per sqm
lawn or bed area.(two application) i/c cost of chemical)and as per
direction of officer-in-charge.and as per direction of officer-in-
26 2.57 Plantation of Trees, Shrubs, and Hedge at site i/c watering and
removal of unserveiceable material’s as per direction of officer in
charge (excluding cost of plant & water)
29 2.57.3 Hedge Plant /Ground cover each 95678 2.45 2,34,411.10
EXTERNAL DEVELOPEMENT OF WORK CONSISTING CIVIL, ELECTRICAL, LANDSCAPING AND HORTICULTURE WORK AT
ALL INDIA INSTITUTE OF AYURVEDA, GOA.
ABSTRACT Plant & Trees
Sr No. Description Unit Quantity Rate Total
A Supply, Stacking & Planting of following Plants and Trees. The item
includes Supply Plants/Trees, Transportation and Plantation as per
the guidelines. Plantation will be including excavation & preparation of
pit and also including refilling with manuare mixing and watering
involving complete operation for proper planting as per Horticulture
1 Adenium comosum Nos. 150 180.00 27,000.00
2 Allamanda Cathartica No. 3000 65.00 1,95,000.00
3 Allamanda yellow Nos. 1500 50.00 75,000.00
4 Alternantana No. 2500 60.00 1,50,000.00
5 Anthocephalus Cadamba No. 35 500.00 17,500.00
6 Areca Leutescens No. 500 450.00 2,25,000.00
9 Azadirachta Indica No. 25 700.00 17,500.00
10 Bamboosa Goldenea No. 400 200.00 80,000.00
11 Bauhinia Variegata No. 25 850.00 21,250.00
13 Bismarkia Nobilis No. 50 1,200.00 60,000.00
14 Bougainvellia dark pink Nos. 2800 125.00 3,50,000.00
15 Bougainvellia orange Nos. 1100 125.00 1,37,500.00
16 Bougainvellia pink (Tai) Nos. 3000 125.00 3,75,000.00
17 Bougainvellia white (Tai) Nos. 3000 125.00 3,75,000.00
18 Buxus semperviren Nos. 5200 75.00 3,90,000.00
19 Cassia Fistula No. 25 280.00 7,000.00
20 Chlorophytum Comosum No. 3000 60.00 1,80,000.00
21 Coreopsis yellow Nos. 2000 30.00 60,000.00
22 Delonix Regia No. 50 300.00 15,000.00
23 Dracaena Mahatam No. 2500 150.00 3,75,000.00
24 Dreceana reflex Nos. 1800 50.00 90,000.00
26 Euphorbia mili Nos. 3500 65.00 2,27,500.00
27 Ficus Starlite No. 25 350.00 8,750.00
28 Ficus Benjamina No. 25 380.00 9,500.00
30 Golden duranta Nos. 5200 15.00 78,000.00
EXTERNAL DEVELOPEMENT OF WORK CONSISTING CIVIL, ELECTRICAL, LANDSCAPING AND HORTICULTURE WORK AT
ALL INDIA INSTITUTE OF AYURVEDA, GOA.
ABSTRACT Plant & Trees
Sr No. Description Unit Quantity Rate Total
32 Heliconia Stricta No. 1500 150.00 2,25,000.00
35 Jacquemontia violacea Nos. 800 30.00 24,000.00
37 Lagestromea Thorelli No. 35 400.00 14,000.00
38 Lantana purple Nos. 2000 50.00 1,00,000.00
39 Lantana red-yellow Nos. 1200 50.00 60,000.00
40 Lantana white Nos. 2000 50.00 1,00,000.00
44 Murraya Exotica No. 1000 150.00 1,50,000.00
45 Mussaenda Arborius No. 200 250.00 50,000.00
46 Nephrolepis ferns Nos. 1000 60.00 60,000.00
47 Nyctanthus Arbortristis No. 25 250.00 6,250.00
48 Opheopogon Japonicus No. 2000 80.00 1,60,000.00
49 Peltophorum Ferrugenium No. 25 250.00 6,250.00
50 Philodendron cylon Nos. 5000 50.00 2,50,000.00
52 Plumbago capensis Nos. 3000 90.00 2,70,000.00
53 Plumeria Alba No. 50 1,000.00 50,000.00
54 Plumeria Rubra No. 25 1,200.00 30,000.00
55 Portulaca mix Nos. 1300 20.00 26,000.00
56 Portulaca pink Nos. 1800 20.00 36,000.00
57 Portulaca yellow Nos. 1200 20.00 24,000.00
58 Quisqualis indica Nos. 50 100.00 5,000.00
59 Red dreceana Nos. 1200 70.00 84,000.00
60 Red fountain grass Nos. 500 25.00 12,500.00
61 Rhaphis Excelsa No. 600 650.00 3,90,000.00
62 Rhoeo Discolor No. 2500 60.00 1,50,000.00
64 Schefflera (Big leaf) Nos. 500 60.00 30,000.00
65 Spathodia Campanulata No. 100 650.00 65,000.00
EXTERNAL DEVELOPEMENT OF WORK CONSISTING CIVIL, ELECTRICAL, LANDSCAPING AND HORTICULTURE WORK AT
ALL INDIA INSTITUTE OF AYURVEDA, GOA.
ABSTRACT Plant & Trees
Sr No. Description Unit Quantity Rate Total
67 Syngonium Variegated No. 2500 80.00 2,00,000.00
70 Tagarmontana No. 800 85.00 68,000.00
71 Terminalia Mentalia No. 50 1,850.00 92,500.00
74 Tradescantia zebrina Nos. 800 25.00 20,000.00
75 Variegated Tagar Nos. 1800 45.00 81,000.00
78 Wadelia trilobata Nos. 2000 30.00 60,000.00
79 Wodeytia Bifurcata No. 50 5,000.00 2,50,000.00
80 Yucca Silver Star No. 50 500.00 25,000.00
81 Medicinal Plants for Herbal Garden as per list LS 1 7,50,000.00 7,50,000.00
EXTERNAL DEVELOPEMENT OF WORK CONSISTING CIVIL, ELECTRICAL, LANDSCAPING AND HORTICULTURE WORK AT
ALL INDIA INSTITUTE OF AYURVEDA, GOA.
BOQ for Electrical Work
Sr No. Description Unit QTY Rate Amount
1 Supplying and erecting Street light bracket for erection of Double fitting on Each 30.00 1,506.00 45,180.00
tubular welded pole with 40 mm.dia 1.0 m long “B” grade G.I.pipe along with pole
cap of 125mm dia 600 mm long duly welded as per specification no. FG-BKT/BPC(2-
2 Supplying and erecting approved type LED street light fitting above 48 to 60W, Each 30.00 16,246.00 4,87,380.00
having PF > 0.95, class IP 65 or above. Housing of pressure die cast aluminium
alloy and heat sink extruded aluminium as per specification no. FG-ODF/FLS2(2-9-
3 Providing & casting of M- 20 grade reinforced cement concrete (RCC) foundation Each 20.00 3,668.00 73,360.00
suitable for 3m to 5m high octagonal / conical G.I. pole considering the safe soil
earing capacity at site as 10 T/sq m at 1.5 m depth including supply of steel,
concrete, excavation and fixing provided nut bolts with the help of template as per
design in an approved manner.(16-3-7)
4 Providing & casting of M- 20 grade reinforced cement concrete (RCC) foundation Each 25.00 6,019.00 1,50,475.00
suitable for 6m to 8m high octagonal /conical G.I. pole considering the safe soil
bearing capacity at site as 10 T/sq m at 1.5 m depth including supply of steel,
concrete, excavation and fixing provided nut bolts with the help of template as per
design in an approved manner.(16-3-8)
5 Providing pipe type earthing with 40mm. dia. G.l. pipe or 20 mm dia. G.l. Rod Each 46.00 1,536.00 70,656.00
complete with all materials as per specification No. EA-EP(9-1-4)
6 Providing earthing with Galvanised cast iron earth plate size 60 x 60 x 0.6 cm Each 2.00 4,018.00 8,036.00
complete with all materials, testing & recording the results as per specification No.
7 Supplying, erecting & terminating PVC armoured cable 4 core 10 sq mm m 1,000.00 171.00 1,71,000.00
aluminium conductor with continuous 5.48 sq mm (12 SWG) G.I. earth wire
complete erected with
glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per
specification no. CB-LT/AL(7-1-15)
8 Supplying, erecting & terminating PVC armoured cable 3½ core 50 sq mm m 100.00 357.00 35,700.00
aluminium conductor with continuous 5.48 sq mm (12 SWG) G.I. earth wire
complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/
pipe as per specification no. CB-LT/AL
9 Supplying and laying (including excavation) 50 mm outside dia. double wall m 1,000.00 184.00 1,84,000.00
corrugated pipes (DWC) of HDPE for enclosing cable below ground/road surface,
to required depth complete.(7-6-11)
10 Point wiring for light/fan/bell concealed type in min 20 mm PVC conduit with 1.5 Point 30.00 649.00 19,470.00
sq.mm. FR grade copper wires with moduler type switch and required accessaries
as per specification No: WG-PW/CW(1-9-9)
11 Point wiring for independent plug, concealed type in min 20 mm PVC conduit Point 20.00 898.00 17,960.00
with 1.5 sq.mm FR grade copper wires with moduler type switch and socket and
required accessaries as per specification No WG-PW/SW(1-9-11)
12 Concealing provided M.S./ PVC switch box in wall with finishing in an approved Each 5.00 48.00 240.00
manner as per specification No: WG-PW/CW(1-9-20)
13 Supplying and erecting LED square / circular 9 / 10 W PREMIUM RANGE Each 36.00 2,113.00 76,068.00
downlighter having pressure die-cast aluminimum housing with white front
frame with opal translucent cover with provision for spring loaded mounting
clips complete.(2-5-4)
17 EXTERNAL LIGHTING PANEL (Main) comprising of supply, installation, testing & Each 1.00 2,20,000.00 2,20,000.00
commissioning of Meter Board / Floor Panel, cubicle type, made out of2 mm thick
CRCA sheet, totally enclosed, IP-56, free standing, floor/ wallmounting, dust and
vermin proof, indoor, compartmentalised, suitable for operation on 3 phase and
neutral, 433 V 50Hz AC system with Busbar, including internal wiring with suitable
size wires / cable, interconnections, duly powder coated painting etc. including
supply & installations of following switchgear, metering instruments and accessories
as per specifications.
18 Supplying and erecting LED flood light fitting 40W to 48W, having PF > 0.95, class Each 10.00 18,572.00 1,85,720.00
IP65 or above. Housing of pressure die cast aluminium alloy and heat sink extruded
aluminium as per specification no. FGODF/
19 Supplying and erecting LED lamps 5 to 8 W, 230V Intergral type(2-1-29) Each 100.00 679.00 67,900.00
20 Supplying and erecting submersible pumpset of required HP with 415 V, 50 c/s Each 2.00 34,522.00 69,044.00
AC supply suitable for 150 mm dia. borewell, suitable for 250 to 700 LPM
discharge at 33 to 15 m head & (max efficiency at 24 m head & 500 Ipm discharge &
delivery pipe of necessary diameter with a necessary H. type clamp as per
specification No. WP-SMP(12-3-7)
21 Supplying and erecting Centrifugal water pump (Monoblock), 415 V, three phase Each 1.00 25,463.00 25,463.00
50 cycles A.C.supply of 5 HP with discharge of 5.8/8.5 Liters per second (LPS) for
head of 20 /36 m and 65 mm suction/ 50 mm delivery pipe on provided c c
foundation as per specification No. WPCGP(12-1-10)
EXTERNAL DEVELOPEMENT OF WORK CONSISTING CIVIL, ELECTRICAL, LANDSCAPING AND HORTICULTURE WORK AT
ALL INDIA INSTITUTE OF AYURVEDA, GOA.
BOQ for Electrical Work
Sr No. Description Unit QTY Rate Amount
22 EXTERNAL LIGHTING PANEL(Sub)Providing and fixing of control panel suitable Each 1.00 50,000.00 50,000.00
for pumpset having panel box and fixed alongwith following accessories starter ,start
/ stop push buttons , Ammeter, Voltmeter , Indicating lamps, MCB , with cable, etc.
23 Tree Uplighter LED Each 25.00 28,800.00 7,20,000.00
24 Water Body Illumination Each 20.00 7,500.00 1,50,000.00
25 Junction Box 2 Way Unit 20.00 750.00 15,000.00
26 Bulb holder WP Each 100.00 100.00 10,000.00
27 Digital Panel for 5 Hp Each 4.00 28,000.00 1,12,000.00
28 Fountain Programmer Each 1.00 75,000.00 75,000.00
EXTERNAL DEVELOPEMENT OF WORK CONSISTING CIVIL, ELECTRICAL, LANDSCAPING AND HORTICULTURE WORK AT
ALL INDIA INSTITUTE OF AYURVEDA, GOA.
MISCELLANEOUS (NON DSR ITEM)
Sr No Code No Description Unit Qty Rate Amount
1 NSR-1 Providing and fixing FRP sculptures of various sizes having 3/4
layers of FRP with layer thickness of 3-5mm each as per detailed
drawing & design and natural colour pigments with duco paint & PU
coating over it as approved by the Engineer In charge of the work.
The fibre sculpture consists of 3/4 layers with all necessary
procedures of manufacturing like clay model to fibre product. The
sculpture is of moulded FRP into various live appearances &
having MS armature as required & further treatment and special
hand effects to get finished look. The item includes all labour, tools,
equipment, scaffolding, transportation, loading & unloading, all taxes
etc. complete with proper fixtures such as fasteners, necessary for
installation and as directed by the Engineer In charge of the work.
2 1.1 Acharya Statues (Supply & installation of FRP as shown in Nos 4 2,15,000.00 8,60,000.00
architect's drawing ) (15' FT HT) with pedestal of 2' as shown in ref
picture and drawings
3 1.2 Peacock (12' X 5'FT) Supply & installation of FRP resin Peascock Nos 2 2,15,000.00 4,30,000.00
resembling the Pictures for reference as with natural vertical Trail
for the Peacock as shown in architect's drawing
4 1.3 Yoga Statues ( 5'Ht) Human Figures in Yoga Poses for Surya Nos 12 1,15,000.00 13,80,000.00
Namaskar)Supply & installation of FRP resin Yoga Statues
resembling the Pictures for reference as surya Namaskar as shown
in architect's drawing
5 1.4 Dhanwantri Statue Size Ht : 30ft ht Supply & installation of Nos 1 5,50,000.00 5,50,000.00
Dhanwantri Statue in FRP resembling the Pictures for reference as
shown in architect's drawing
6 1.5 Shradhanjali: Independence Walk (Supply & installation of FRP Nos 1 9,50,000.00 9,50,000.00
resin water Boat with Human Figures resembling Independence
walk of 9' height of FRP with proper provision as shown in
architect's drawing ) (4'X12'FT)
7 1.6 CHESS IN POCKET GARDEN : 1 NOS 8 mtr x 8 mtr Nos 1 3,75,000.00 3,75,000.00
BOARD AND CHESS PIECES APPX – 1’.5" OF HT WITH THE
BASE BOARD IN VITRIFIED BLACK & WHITE TILES 2' X 2' OF
APPROVED MAKE AS PER CHESS BOARD DESIGN WITH BASE
IN 6" PCC AND 9" RUBBLE SOILING BELOWWITH PROPER
GROUND WORK ALL INCLUSIVE (Supply & installation of FRP
resin Chess board with proper provision as shown in architect's
8 1.7 Pergola As per Design (Supply & installation of Pergola as per site Nos 1 3,80,000.00 3,80,000.00
with proper provision as shown in architect's drawing
)(19'FTX19FTX15'HT) AS PER ARCHITECT DESIGN
9 1.8 Childrens Play Area with EPDM WITH BASE IN 6" PCC AND 9" Nos 1 5,80,300.00 5,80,300.00
RUBBLE SOILING BELOW WITH PROPER GROUND WORK ALL
INCLUSIVE . Children Play Equipment for childrens 2-12 years from
approved ISI Mark with EPDM Flooring as per standard design and
reference given
10 1.90 Benches 3 seater bench with Supply & Installation OF Ready Nos 30 38,000.00 11,40,000.00
made benches as per approved design complete
11 1.10 Planter in FRP as per approved design with ht appx 3’ as per Nos 10 25,000.00 2,50,000.00
design complete
MISCELLANEOUS (NON DSR ITEM)
Sr No Code No Description Unit Qty Rate Amount
12 NSR-2 High Rise Pre-Engineering Fabricated Structure; All self drilling Kg 4720 560.00 26,43,200.00
tapping screws for joining the members shall have a type if coating
in accordance with ASTM B633(13) or equivalent corrosion
protection of gauge 10 & 12, TPI 16 & 8 of length 20mm. The
frames shall be fixed to RCC slab or tie beam over neoprene
rubber using self expanding carbon steel anchor bolt of dia as per
approved drawings. Design subject to minimum 12mm diameter and
121 mm length conforming to AISI 304 and 316 at 500mm C/C with
minimum embedment of 100mm in RCC (RCC to be paid
Separately) and located not more than 30mm from corners or
termination of bottom tracks complete in all respects. The items also
includes the submission of stability reports duly examined and
issued by any NIT/IIT. The rate includes the concept design,
detailled design, supplying & fabrication of sections, transportation,
Installation and all required fixing arrangement at site as described
13 NSR-3 Supplying, fabricating and fixing in position panelling at top level sqm 1907 10,909.00 2,08,03,463.00
made from glass fibre reinforced concrete(GRC) using quartz sand,
(GRC) screens in approved size, pattern design, thickness and
colour. The screen should be made from white Portland Cement,
Quartz, Fine Silica Sand, Alkali Resistant Glass fibers, Super
Plasticizers, Polymer and U.V. Resistant Synthetic inorganic
Pigments, water plasticizers and pigments in shpae, size and length
as per the design and drawings and as per specifications, mixed
design and test results given below.
14 The minimum thickness of panel to be 20mm with 50mm GRC pads
acting as stiffeners, minimum weight a 4.5 Kgs/Sq.ft. and of
approved colour and texture to match existing building finish in sand
face plaster. followed by fixing of GRC panels on primary structure
by dry cladding method with help of S.S. Screws fixtures, MS.
angles Cleats fissure plug, and dowel pin proper allignment as per
drawings, finishing with a GRC Powder and filling the joints with
epoxy sealant neatly between GRC panels and primary structures.
15 The paneling should be in absolute straight plumb line and length
and joins between channels should be neatly filed to make
seamless uniform surface across the entire elevation of the building
without any visiblity to the joints. The rate includes the scaffolding,
Lab test etc. Complete. 1.MIX DESIGN:- White Cement 50+5%,
fine quatrz Sand 50+5%, alkali resistant (AR) glass fiber-2 to 5%.
percentages varies depending upon the type or vibration casting or
both, polimer 0.5%, plasticizer 0.5% pigments and other addities as
per requirement. Dry Density should be 1.8 to 2.2 t/cum.
(Finished surface area shall be measured for payment)
MISCELLANEOUS (NON DSR ITEM)
Sr No Code No Description Unit Qty Rate Amount
16 NSR-4 Providing and fixing of 12 mm thick Multicell UV protected sqm 1250 1,940.00 24,25,000.00
Polycarbonate Panel System with 3 cells and 4 walls structure over
structural steel / MS purlin as per approved colour/shade. Co
extruded UV protected panels shall have width of 900mm to ensure
best performance for wind uplift, vibration, oil canning and visual
appearance. Panels shall be manufactured with vertical standing
seam at both sides of the panel. Welding or gluing up of standing
seam is not acceptable. Panels shall be fixed on purlins with
Stainless steel retention clips and connectors. Snap-on connectors
to interlock the panels shall have a grip-lock single tooth locking
mechanism to ensure maximum uplift capability. Panels shall have
End-cap/ Aluminum U-profile/ Glazing bar for ends as per
requirement. The weight of the system shall not be less than 3.38kg
per square meter. Panel shall be co-extruded with special anti-glare
compound to make it antiglare/soft light to prevent glare and sun
streaks. Panels shall be fixed over structural steel/ MS new added
purlins( 50 mm x 50mm x 2mm square box section) equally spaced
conforming to the detail technical specifications and as per
approved architectural drawings. Natural/ Blue/ Green/ Bronze/
Opal/ Metallic grey colour. Approved make: GE / Danpalon or
equivalent. (Finished surface area shall be measured for payment)
EXTERNAL DEVELOPEMENT OF WORK CONSISTING CIVIL, ELECTRICAL, LANDSCAPING AND HORTICULTURE WORK AT
ALL INDIA INSTITUTE OF AYURVEDA, GOA.
WATER BODIES & FOUNTAINS
S.No. Description Unit QTY Rate Amount
A) WATER BODY WORK
1.0 WATERBODY BASIN ITEMS
The Main Drain is designed to prevent groundwater from intruding the pool. Main and Gutter are
constructed with injection molded ABS and PVC while featuring a dome- shaped cover. It can be
mounted on the floor of both concrete and vinyl pool. Make - Austin or equivalent
Each Floor inlet shall be made from unalterable ABS UV Resistant with 2" side connectionand
shall be distributed evenly on the bottom floor of the pool. Each loor inlet shall be have a
maximum discharge cpacity of 5000 LPH with a facility to regulate the flow through each
inlet.The outlet flow through each floor inlet will be radial instead of vertical thease floor inlets
shall be fixed on the bottom pipe and shall distribute the filtered water back to the pool. Make -
Indigenous or equivalent
2.0 WATER BODY FILTERATION SYSTEM
Top Mount Fiberglass Sand Filter with inner dia 500 mm dia, Capacity (LPH6000 to10800) with
all accessories & pressure Guage. The Fiberglass winding design allow the filter to have extra
strength and resistance to chemical and corrosion. UV - resistance surface allows the filter to
work under direct sunlight. Make - Austin or equivalent
2.2 Multiport Valve 2" No 1 14,325.00 14,325.00
6 way Dia, 1.5" Valve with Accessories and pressure Gauge. Multiport valves connection with
Body in ABS & fibre glass, handle in ABS. Specifically designed for high working pressure and
superior performance. Make - Austin or equivalent
2.3 Filter Media for 650 Dia. Kg 200 62.00 12,400.00
Size : 8*16 and 16*32 Make - Indigenous or equivalent
2.4 Filter Pump Capacity : 2 HP No 1 42,835.00 42,835.00
Horizontal self priming centrifugal pumping set with Perfilter to allow twice normal dirt load bfore
cleaning, port size 50, single Phase AC. Incorporated with advanced technology, Centrifugal
Pump is extensively used in swimming pools. These pumps are engineered to deliver ultra
performance to both high and medium head installations in swimming pools. These pumps is
best suited for diverse requirements, owing to easily assemble pump basket and extremely quiet
operation. Make - Austin or equivalent
3.0 WATERBODY LIGHTING, PANELS
3.1 Surface Mounted Lights Warm White No 32 5,850.00 1,87,200.00
18W, IP 68 absBody
4.0 Submersible Pumps 5 HP make - Crompton or equivalent No 1 56,865.00 56,865.00
5.0 PLUMBING & ELECTRICAL MATERIAL
5.1 Plumbing & Electrical Material Set 1 2,25,655.00 2,25,655.00
B) FOUNTAIN WORK
1.0 FOUNTAIN BASIN ITEMS
The Main Drain is designed to prevent groundwater from intruding the pool. Main and Gutter are
constructed with injection molded ABS and PVC while featuring a dome- shaped cover. It can be
mounted on the floor of both concrete and vinyl pool. Make - Austin or equivalent
Each Floor inlet shall be made from unalterable ABS UV Resistant with 2" side connectionand
shall be distributed evenly on the bottom floor of the pool. Each loor inlet shall be have a
maximum discharge cpacity of 5000 LPH with a facility to regulate the flow through each
inlet.The outlet flow through each floor inlet will be radial instead of vertical thease floor inlets
shall be fixed on the bottom pipe and shall distribute the filtered water back to the pool. Make -
Indigenous or equivalent
2.0 FOUNTAIN FILTERATION SYSTEM
Top Mount Fiberglass Sand Filter with inner dia 800 mm dia, Capacity (LPH6000 to150000) with
all accessories & pressure Guage. The Fiberglass winding design allow the filter to have extra
strength and resistance to chemical and corrosion. UV - resistance surface allows the filter to
work under direct sunlight. Make - Austin or equivalent
WATER BODIES & FOUNTAINS
S.No. Description Unit QTY Rate Amount
6 way Dia, 1.5" Valve with Accessories and pressure Gauge. Multiport valves connection with
Body in ABS & fibre glass, handle in ABS. Specifically designed for high working pressure and
superior performance. Make - Austin or equivalent
2.3 Filter Media for 400 Dia. Make - Indigenous or equivalent Kg 50 66.00 3,300.00
2.4 Filter Pump Capacity : 0.5 HP No 1 76,988.00 76,988.00
Horizontal self priming centrifugal pumping set with Perfilter to allow twice normal dirt load bfore
cleaning, port size 50, single Phase AC. Incorporated with advanced technology, Centrifugal
Pump is extensively used in swimming pools. These pumps are engineered to deliver ultra
performance to both high and medium head installations in swimming pools. These pumps is
best suited for diverse requirements, owing to easily assemble pump basket and extremely quiet
operation. Make - Austin or equivalent
3.0 FOUNTAIN LIGHTING, PANELS
3.1 UnderWater Nozzle pass Lights No 7 8,320.00 58,240.00
12W, LED RGB, IP 68 SSBody Make - Indigenous or equivalent
3.2 Surface mounted Lights No 12 6,075.00 72,900.00
warm white Make - Indigenous or equivalent
3.4 Cascade Nozzles1" Make - Aquaspace or equivalent No 6 8,230.00 49,380.00
3.5 Cascade Nozzles1.5" Make - Aquaspace or equivalent No 1 13,422.00 13,422.00
3.6 Submersible Pumps 3HP Make - Crompton or equivalent No 1 28,375.00 28,375.00
4.0 PLUMBING & ELECTRICAL MATERIAL
4.1 Plumbing & Electrial Material Set 1 46,892.00 46,892.00
GRAND TOTAL(A+B) 10,68,583.00
GRAND TOTAL(A+B) 10,68,583.00
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