Tourism Government Departments Closing in 0 days TDR #57903966

Tender For Beautification Of Vaddem Beach At Vaddem In Dabolim Constituency Mormugao Taluka Goa 2Nd Call

Issued by Government Departments · goa, Goa
Tender Value
2.35 Crore
Estimated cost
Bid Submission
24 Oct 2026
0 days left
EMD
4.71 Lakhs
Bank guarantee accepted
Document Fee
15000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
goa → Goa
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Beautification Of Vaddem Beach At Vaddem In Dabolim Constituency Mormugao Taluka Goa 2Nd Call

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 21-Oct-2026 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 24-Oct-2026

BOQ

Name of Work:-
Sl. No. Item Description
1CIVIL WORKS
2Transport and Carriage of Materials (A) By tipper truck including loading, unloading and stacking (10km) ii) Earth
3Clearing grass and removal of rubbish upto a distance of 50 m outside the periphery of the area
4Felling trees of girth(measured at a height of 1. m. Above ground level) inluding cutting of trunks and branches removing the roots stacking the serviceable material and disposal of unserviceable material for all leads : a) beyond 30cm and upto 60cm girth
5Earthwork 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 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed includingproviding barricading, danger lighting guarding as directed in : a) All kind of soil
6Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. a) All kind of soil
7Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge.
8Providing, fabricating and installing the barricading made out of 1.5 m high M.S. Angle post of 65 mm × 65 mm × 6 mm with 1.5 mm thick M.S. Sheet of size 1.55 m × 1.2 m welded to the M.S. angle post/frames and fixed to 75 mm × 75 mm × 6 mm angle base as shown in sketch for minor works, displaying of the social slogan as per the Annex - III, daily cleaning of the same to get better appearance and interlocking arrangement to ensure continuity in provision and to avoid gap in between etc. complete and as directed by Engineer in-charge.
9Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
10Exposed decorative laterite masonry using Patradevi stone of size as specified and laid as directed by architect in cement mortar 1:4 (1 cement : 4 coarse sand)
11Stone pitching of 22.5 cms thick using laterite stone of approved quality in cement mortar 1:5( 1 cement : 5 coarse sand) including supplying of stone and preparing surface etc. complete.
12Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 20mm nominal size) excluding cost of centering, shuttering and finishing :a) All works upto plinth level
13Providing & laying cement concrete 1: 1.5: 3 (1 cement: 1.5 coarse sand: 3 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: b) In retaining Wall,return wall (any thk) including attached pilasters,column,piers,abutments ,pillers ,posts ,buttress,string or lacing courses,parapet, coping bed block,anchor blocks,plain window sills,filler etc up to floor five level.
14Centering & shuttering including Strutting, Propping & removal of forms for : i) Foundation, Footings,Bases for columns.
15Centering & shuttering including Strutting, Propping & removal of forms for :iii) Columns, Piers, Pillars, Aburments, Posts and struts (square rectangle polygon in plan)
16Centering & shuttering including Strutting, Propping & removal of forms for sloping or battering surface (slabs, beams, louvers, etc) including folded platesi. i) Where inclination to the horizontal does not exceed 30 rquiring shuttering on the underside only
17Providing TMT steel reinforcement bars of (SAIL, TATA. VIZAG, JSW Steel Ltd.) ) (Confirming to IS 1786 of 1986) for RCC work (conforming to I.S. 1786 of 1986) including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member.
18Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc.with hairline finish, including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer, ( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
19Nuts and bolts
20Providing and Laying 60 mm thick factory made cement concrete interlocking paver block of M30 grade made by heavy duty block making machine with strong vibratory compaction using 3 ton roller and of aprpoved size and design / shape laid in 50 mm thick compacted bed of course sand, filling the joints with coarse sand, etc. all complete as per the direction of Engineer.
21Providing & Laying 300X300X160mm Thick Decorative Laterite Stone Flooring (Patradevi Stone) Laid On 20mm Thick Base Sand Bed Inculding Maintaining 20mm Gap Between Two Stone & To Be Filled With Cement Mortar 1:4 ( 1 cement :4 coarse sand )With Colour Pigment To Match With Laterite Flooring All Work Completed As Per Directed By Engineer-In-Charge. All material shall be of approved make. The material rates including Material, Labour, Transporation . All work complete as per the drawing specification and direction of the engineer.
22Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
23Demolishing cement concrete 1:4:8 or leaner mix including disposal of material within 50 m lead.
24Demolishing laterite stone masonry in cement mortar including stacking of serviceable material & disposal of unserviceable material within 50 mts. lead.
25Dismantling steelwork in built up sections in angles, tees, flats and channels including all gusset plates bolts, nuts, cutting dismembering and staking within 50 mts. lead
26Dismantling precast concrete or stone slabs in walls, partition walls etc. including stacking within 50 meters lead.Thickness above 38mm and upto 75mm
27Supplying and stacking of good earth at site including royalty and carriage upto 1 km. (earth measured in stacks will be reduced by 20% for payment).
28Rough dressing the trenched ground including breaking clods.
29Fine dressing the trenched ground.
30Spreading of sludge, dung manure or/and good earth in required thickness (cost of sludge, dung manure or/and good earth to be paid separately).
311) Grassing with “doob” grass including watering and maintenance of the lawn for 30 days or more till the grass forms of thick lawn free from weeds and fit for moving, including supplying good earth if needed. (Cost of “doob” grass not included ) C. 3) In rows 5cm apart in either direction.
32Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in ratio of 2: 1 by volume (2 parts or stacked volume of earth after reduction by 20% and 1 part of stacked volume of manure after reduction by 40%) flooding with water, dressing including removal of rubbish & surplus earth if any with all leads & lifts (cost of manure or sludge of extra good earth if needed to be paid for separately), Holes 1.2m dia and 1.2m deep.
33Supply at site of work/store-deoiled neem cake duly packed in used gunny bags as per MORTH Specification 308.2
34Supplying of sludge duly stacked at site/store as per MORTH Specification 308.2
35Providing, laying and planting various Trees & Palms as listed below as per the mentioned size including adding fertilizers as per planting schedule, manure and Neem cake etc. including their maintainance upto 3 months during which the contractor is suppose to maintain all these in all respects such as watering, pruning, spraying of pesticides, fungicides, insecticides, adding fertilisers, removing of weeds as per specification and direction of the Engineer and also replacing with similar plants in case of death of any plants. The plant will be selected and approved by the Engineer before plantation. Ficus Nitida
36Ixora Chinensis (Red)
37Baringtonia Spaciosa - 7 To 8 Feet
38Delonix Regia Height Excluding Pollybag - 8 Feet
39Plumeria Alba Height Excluding Pollybag - 7 Feet
40Ochna Obtusata Height Excluding Pollybag - 6 Feet
41Supplying & Planting shrubs, creepers, ground covers, as listed below as per the mentioned size including adding fertilizers as per planting schedule, manure and Neem cake etc. including their maintainance upto 3 months during which the contractor is suppose to maintain all these in all respects such as watering, pruning, spraying of pesticides, fungicides, insecticides, adding fertilisers, removing of weeds as per specification and direction of the Engineer and also replacing with similar plants in case of death of any plants. The plant will be selected and approved by the Engineer before plantation. Lantana aculeate (Latena Camara)
42Scutellaroides (Coleus)
43CA-Crinum Asiaticm
44Schefflera
45Ficus Panda - 2 Feet
46Dwarf Nerium - 2 Feet
47RCC Pipe NP 4 heavy duty non presure pipe 300 mm dia
48RCC slab M20 ( Factory made) d. 700* 500* 75 mm - 2.8 kg
49Providing and Fixing 16 gauge Aluminum litter bins with powder coating finish of size: 23.62\\" Dia x 31.49\\" 2 nos. for wet and dry waste with 2 holding poles with connecting rods of 50mm Dia for Height and holding capacity of 50 liters. with base plate for fixing on floor with anchor bolting. The design of the litter bin will be executed as per drawing. All material shall be of approved make. The material rates including Material, Labour, Transporation and Accessories etc. All work complete as per the drawing specification and direction of the engineer.
50AZULEJOS TILE SIGNBOARD - Providing and fixing Azulejos tiles of size 150 mm x 150 mm true to line on blockwork 2.6m wide by 1.5m high shaped to profileand level in cement mortar 1:3 (1 cement : 3 fine sand) in dado as per approved design on the prepared surface including all necessary scaffoldings, pigments, vendoring surfaces smooth, clean and dry etc. complete and the total work should be treated for anti-fungus, moss, etc. ,External cement plaster 20 mm, waterproof additive,Cementitious waterproofing 2-coat, exterior grade.Custom Azulejos tile mural – background 150x150 mm , kiln-fired print/hand-painted,Custom Azulejos tile mural – blue ornamental border,exterior-grade flexible tile adhesive,Epoxy grout.Lettering integrated into tile mural “WELCOME TO VADDEM” as part of the tile artwork .Top coping of Stone with drip groove to shed water.Complete.
51Wooden Deck - Providing, supplying, fabricating, installing, testing and commissioning a treated timber finger-jetty of overall deck length 16.00 metres and clear deck width 1.50 metres, on a lumpsum basis, complete in all respects, including site survey and setting out; mobilisation and demobilisation; all temporary marine access, safety measures and working platforms; supply and driving/installation of treated timber piles of 250 diameter and adequate length as per site depth and design, suitable for marine/brackish coastal conditions, including cutting to level, pile head sealing and preservative treatment to all cut ends; complete superstructure comprising treated timber longitudinal bearers/stringers of 200 × 75 mm, transverse joists of 150 × 50 mm at approximately 400 mm c/c, and cross bracing of 100 × 50 mm timber between piles; supply and fixing of treated timber decking boards of 38–50 mm thickness and 100–125 mm width with uniform gaps and anti-slip grooves/strips where directed; all stainless steel SS-316 (preferred) or approved heavy hot-dip galvanized fasteners, bolts, nuts, washers, plates, brackets and connectors; factory pressure treatment of all timber to marine durability class with submission of treatment certificates; application of protective marine sealer/UV coating if specified; quality control, material approvals, alignment and level control, cleaning of site, removal of debris, as-built measurements and final handover, all complete as per drawings, site conditions and directions of the Engineer/GTDC
52Providing and Fixing of sculpture depicting Veddem made up of fiber reinforced polymer material including all leads, lifts as per manufacturers specifications and as directed as the engineer in charge
53Supply and installation of a 3-seater bench made from Cast Iron (CI) casting and galvanized strips for the seating area. The bench dimensions are: seat height 18\\", seat depth 22\\", handle height 30\\", and back height 36\\". The weight of the bench is approximately 130-140 kg.including Foundation, Holding Down Bolts, Grouting Etc Complete including Foundation, Holding Down Bolts, Grouting Etc CompleteThe finish shall be brownish black powder coating, or as per the architect's instructions. The contractor shall also undertake the necessary civil work for installation. All material shall be of approved make. The material rates including Material, Labour, Transporation and Accessories etc. All work complete as per the drawing specification and direction of the engineer.
54Removal of telephone/electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and upto a lead of 1000 metres and stacking the serviceable and unserviceable material separately as per MORTH Specification 202
55Providing and fixing information signage comprising excavation for foundation and PCC (1:2:4), supplying and installing 200×200×6 mm base plate with anchor bolts, SS 304 grade pipe of 76.2 mm OD, 3 mm thick aluminium sheet bent to profile and powder coated in RAL 5009 (Azure Blue), outdoor-grade digitally printed PVC graphic film (minimum 50 microns) with UV-resistant matte laminate, recessed LED marker lights (IP65/IP67) with complete wiring and connections, including fabrication, welding, erection, testing, commissioning, and all materials, labour, tools, transport, and incidental charges complete.
56Providing, fabricating and installing TD-14A caution signage including excavation and PCC (1:2:4) foundation, 200×200×6 mm base plate with anchor bolts, SS 304 grade pipe (76.2 mm OD) support, 3 mm thick aluminium sheet bent to required profile and powder coated (RAL 8019/Grey Brown), outdoor grade digitally printed PVC graphic film (minimum 50 microns) with UV-resistant matte laminate and engraved/inscribed lettering filled with white colour, recessed LED marker lights (IP65/IP67) with complete electrical wiring, including all fabrication, welding, erection, finishing, transport, labour, tools and plants, testing and commissioning, and all incidental charges complete as per drawings and specifications.
57ELECTRICAL WORKS
58Supply of 3 core unarmoured PVC/XLPE insulated, PVC sheathed copper conductor cable of 1.1 KV grade with ISI mark conforming to IS:1554(Part I) ,IS:7098(Part I) with latest amendments of following size.3 Core 2.5 sq.mm
59Supply of 4 core armoured PVC/XLPE insulated, PVC sheathed aluminium conductor cable of 1.1 KV grade with ISI mark conforming to IS:1554(Part I) ,IS:7098(Part I) with latest amendments of following size. 4Core 25sq.mm
60Supply of 4 core armoured PVC/XLPE insulated, PVC sheathed aluminium conductor cable of 1.1 KV grade with ISI mark conforming to IS:1554(Part I) ,IS:7098(Part I) with latest amendments of following size. 4Core 10sq.mm
61Supplying and making cable end terminations with brass compression gland and aluminium lugs for folowing sizes of 4 Core PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, complete as required. 3) 4Core 25Sq.mm
62Supplying and making cable end terminations with brass compression gland and copper lugs for following sizes of 4 Core PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, complete as required. 3) 4X 10Sq.mm
63Supplying and making cable end terminations with brass compression gland and copper lugs for folowing sizes of 3 Core PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, complete as required.
64Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of size not exceeding 25 sq.mm direct in ground including excavation in the form of a trench as per Cable Trench Drawing provided by the Engineer-Incharge,sand cushioning with screened sand bed of 20mm thick , protective covering with bricks placed breadth-wise on top of cable all over the run( the brick protection shall cover the cable and project atleast 5 cms over the sides of the cable) and backfilling the excavated earth without stones or hard material and making the surface proper with 15 cm crown on the top complete as required. a) In soily strata
65Supply and fixing of cable route marker 15 cms diameter of GI plate 6mm thick with inscription theron bolted or welded to 25mm x 25mmx 5mm angle iron 60 cms long and fixing the same in ground with PCC etc complete as required.
66Earthing with GI earth pipe 2 mts long 40 mm dia medium class with ISI mark,of approved brands, including accessories and providing masonry enclosure with CI/RCC cover having locking /lifting arrangement and watering pipe etc. with charcoal or coke and salt) as required as per the Earthing Drawing provided by the Engineer-Incharge.The scope of work includes the following: a) Excavation of pit of size 1.0x1.0x 2.0 mtrs(min) and disposal of excavated soil. b) Class B GI pipe, 40mm diameter as per specifications. c) Charcoal/salt as per specs ( paid seperately). d) Refilling the pit of size 1.0x1.0x 2.0 mtrs(min) with soft black soil of minimum resistivity i/c transportation. e)Masonary chamber with proper foundation, cover plate and locking arrangement. f) Testing of earth value with earth megger and certifications of its value. Aluminium tag with embossed earthing value to be attached to the pipe. g)watering arrangement(plumbing will be paid seperately).a) In soily strata
67Earthing with GI earth plate 600 mm x 600 mm x 6 mm thick including accessories and providing masonry enclosure with CI/RCC cover having locking/Lifting arrangement and watering pipe etc. (but without charcoal or coke and salt) as required as per the Earthing Drawing provided by the Engineer-Incharge.The scope of work includes the following: a) Excavation of pit of size 1.0x1.0x 3.0 mtrs(min) and disposal of excavated soil. c)Watering GI pipe, 20mm, Class B, with funnel as per specs. d) Charcoal/salt as per specs ( paid seperately). e) Refilling the pit of size 1.0x1.0x 3.0 mtrs(min) with soft black agriculture soil of minimum resistivity i/c transportation. e)Masonary chamber with proper foundation, cover plate and locking arrangement. f) Testing of earth value with earth megger and certifications of its value. Aluminium tag with embossed earthing value to be attached to the pipe.g)watering arrangement(plumbing will be paid seperately). a)In soily strata( Masonry chamber not incuded)
68Extra for using salt and charcoal for GI or copper plate earth electrode as required( 96 Kgs of Charcoal and 5 Kgs of Salt)
69Supplying and laying 25 mm x 5 mm GI strip at 0.5 m below ground as strip earth electrode including soldering etc. as required
70Providing and fixing 6 SWG dia GI wire on surface or in recess for loop arthing . as required
71EXTERNAL LIGHTING PANEL: Supply, Installation, Testing and commissioning of External Lighting panel having followings: Incoming: 63 Amp TPN MCB, 63 Amp. FP Contactor, 1 no. Auto manual switch, 1 No. On-off push button, 1 no. longitude-Latitude meter, etc. as incoming. BUSBAR: 100 Amp. 415 v, 50Hz, 50 KA AL TPN Busbar OUTGOINGS: 6 No. 20 Amp TPN MCB, 2 No. 32 Amp TPN MCB. The panel shall be as per SLD enclosed and double door type double slopped roof external IP65 protection panel having 450 mm stand plus grouting length for four legs. This panel shall be installed with grouting four legs with RCC foundation etc. complete.
72Supply, installation, testing and commissioning of electronic type three phase energy meter (KWh), 4 wire, ISI marked, in polycarbonate or sgheet steel body ( base mounting type) with counter display/LCD display, with ELT, in Class 1.0, 50 Hz, 240 V. AC duly tested by MRT along with Test Certificates, complete as required of following capacity of make L & T only.(a) 5 to 20 A
73Supply, Installation, Testing and Commissioning of high-grade cast iron, designed for post-top luminaire applications in urban, landscape, and boulevard environments. The overall height of the pole is 4000mm, with a robust base diameter of 305 mm, ensuring excellent stability and structural integrity. The Cast Iron pole will weigh approx. 145kg +/-5kg. The design features a classical tapered profile with smooth cylindrical shaft sections complemented by ornamental cast details, giving it a traditional aesthetic suitable for heritage precincts and premium outdoor installations. The base is engineered with a fluted and contoured geometry for both visual appeal and load distribution, while the shaft incorporates subtle ring mouldings to enhance architectural character. The top is configured to accommodate standard post-top lantern fixtures, with appropriate spigot provision for secure mounting. The pole is manufactured using precision casting techniques to achieve consistent wall thickness, dimensional accuracy, and superior surface finish. It is suitable for outdoor conditions and can be finished with anti-corrosive coating systems such as zinc-rich primer and PU paint and a final coat of Matt lacquer to enhance the look of the pole as well as its life.Make Suncity, Reytek, Havells as approved by the Engineer in-charge.
74Supply, Installation, Testing and Commissioning of 40W LED Jodhpuri Post top Fixture Weatherproof (IP-65) made up of Aluminium casting material with Polycarbonate milky white diffuser for crystallize effect. Aluminium extruded high efficiency heat sink with max junction temperature <90 degrees (ambient @ 55 deg Celsius). Lumens @110lm per watt with 4400lm output. Fixture made of Bridgelux LED light source 3030 / 2835 having radiance angle 120 degrees. The fixture shall have CCT between 3000k – 6000K with CRI > 75. The lumens shall not be less than 2500 lumens. Driver make shall be Philips non dimmable AC 85V to 265V having PF & driver efficiency > 0.95 with surge factor +/- 4 Kv internal and an external 10kv Philips SPD for more protection..Make Suncity, Reytek, Havells as approved by the Engineer in-charge. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57903966
AUTHORITY Government Departments
TENDER VALUE 2.35 Crore
LAST DATE 24-10-2026
Authority
Authority Name Goa Tourism Development Corporation Limited
Work Description Tender for Beautification Of Vaddem Beach At Vaddem In Dabolim Constituency Mormugao Taluka Goa 2Nd Call
Basic Detail
Tender No GTDC/PC/EE-(S)/2026-27/e-68
Bidding Type Tender
Location
City goa
State Goa
Key Dates
Publish Date 21 Oct 2026
Submission Date 24 Oct 2026
Open Date 26 Oct 2026
Finance
Tender Value 2.35 Crore
Tender Fee 15000
EMD 4.71 Lakhs
Exemption Not Available
Document List
acdfd217-02dd-40be-bc2d-a962aa519b2a.html
BOQ_32588.xls
Tendernotice_1.pdf
Tendernotice_2.pdf
Tendernotice_3.pdf
Tendernotice_4.pdf
Tendernotice_5.pdf
Tendernotice_6.pdf

Unlock Full AI Tender Summary

Get instant access to the complete AI-generated analysis — scope, eligibility, timeline & more.

Instant Access Secure Free
Your details are secure and used only for document delivery.

Tender Timeline

Oct 21, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 24, 2026
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Today
Oct 24, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Today
Oct 26, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 2 days

Tender Documents

Download All (ZIP) ↓
html

acdfd217-02dd-40be-bc2d-a962aa519b2a.html

xls

BOQ_32588.xls

pdf

Tendernotice_1.pdf

pdf

Tendernotice_2.pdf

pdf

Tendernotice_3.pdf

pdf

Tendernotice_4.pdf

pdf

Tendernotice_5.pdf

pdf

Tendernotice_6.pdf

Disclaimer

We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender