Tourism Government Departments Closing in 11 days TDR #57950163

Tender For Beautification And Illumination Of Footpath And Surrounding Area From Ganapati Visarjan Tali To Shree Sankat Mochan Maruti Mandir At Gogal Margao

Issued by Government Departments · goa, Goa
Tender Value
3.47 Crore
Estimated cost
Bid Submission
21 Oct 2026
11 days left
EMD
6.95 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 And Illumination Of Footpath And Surrounding Area From Ganapati Visarjan Tali To Shree Sankat Mochan Maruti Mandir At Gogal Margao

BOQ

Name of Work:-
Sl. No. Item Description
1CIVIL WORKS
2Earthwork 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 including providing barricading, danger lighting guarding as directed in : All kinds of soil
3Earthwork in excavation by mechanical means(hydraulic excavator) / manual means in foundationpipeline 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. b) All types of Ordinary rock including all types of laterite rock, blasting prohibited
4Refilling 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 .
5Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
6Laterite masonry in neatly dressed stones for 23 cms thick masonry walls in c.m. 1 : 4 (1 cement : 4 coarse sand in foundation upto plinth level
7Extra for laterite masonry in all sizes in superstructure from floor I level upto floor V level.
8Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggregate 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: a) All work up to Plinth level
9Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: In retaining walls , return walls(any thk) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping bed blocks, anchor blocks, plain window sills, fillets etc, upto floor five level.
10Providing and laying in position ready mixed concrete (RMC) with usage of Ordinary Portland Cement manufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead upto 10kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C., from the transit mixer to the site of laying, excluding the cost of centering, shuttering, finishing and reinforcement including the cost of admixtures in recommended porportions as per IS : 9103 to accelerate/retard setting of concrete, improve workability without imparing strength and durability as per the directions of the engineerin-charge. All works upto floor V level M-25grade of concrete
11Providing and laying upto floor five level cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggregate 20 mm nominal size) including smooth finishing to exposed surfaces, with cement mortar 1:3 (1 cement: 3 fine sand) including centering and shuttering etc. String courses, copings, bedplates, anchor blocks, plain window sills and the like.
12Centering and shuttering including strutting, propping, & removal of form for Foundation, footings, bases of columns
13Centering & shuttering including Strutting, Propping & removal of forms for : Vertical surfaces such as retaing walls, return walls, Partitions, walls (any thickness) including attached Pilasters, Buttresses, Plinth and string courses, Fillets and the like
14Centering and shuttering including strutting, propping, & removal of form for Columns, Piers, Pillars, Aburments, Posts and struts (square rectangle polygon in plan)
15Centering & shuttering including Strutting, Propping & removal of forms for : Suspended floors, roofs landings, shelves & their supports
16Providing 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.
17Steel work welded (SAIL, TATA. VIZAG & usingelectrodes of Ador or ES4B or Deh Secheron make only)in built up sections trusses and framed work including cutting, hoisting, fixing in position and applying priming coat of red lead paint. b) In tees, angles, flats and channels
18Rough Kotah stone slab flooring over 20 mm (average) thick base laid over & jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing & complete with base of cement mortar 1:4 (1 cement : 4 coarse sand) 20 mm thick.
1918mm cement plaster in two coats under layer 12mm thick cement plaster 1:5 ( 1 cement : 5 coarse sand) and top layer 6mm thick with cement plaster 1: 3 (1 cement : 3 coarse sand) finished with sponge.
20Extra for providing and mixing water proofing material proportion recommended by the manufacturers. (a)12mm cement plaster 1: 3 (1 cement : 3 sand)
21Painting three or more coats with acryllic exterior paint of approved brand and manufacture (such as weather shield,APEX) including applying one coat of cement primer and one coat of surface treatment etc. complete.
22Painting (two or more coats) with synthetic enamel paint of approved brand and manufacture in all shade or new work over and under coat of suitable shade with ordinary paint of approved brand and manufacture to give an even shade
23Demolishing laterite stone masonry in cement mortar including stacking of serviceable material & disposal of unserviceable material within 50 mts. lead.
24Demolishing cement concrete 1:3:6 or richer mix including disposal of material within 50 m lead.
25Carting away unwanted excavated material such as soil, lime, moorum, building rubbish, laterite stone, Excavated earth, ordinary rock etc. from site lead of 5 km including all loading & unloading charges ( A ) ( by mechnaical Automative Transport ) Contractor should arrange land for dispose up these material at his own cost Lead upto 5 km.
26Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
27Supply, fabrication and installing in position MS gates of required width and height of including wicket gate and Rolling Gate(if necessary) of approved size made of channels joists, angles, plates, pipes and MS sheets including stiffeners, bracing, fabricated hinges, MS aldrops locking arrangement, tempered steel pivots, guide track of MS tee, ball bearing arrangement, casters wheels etc. all complete as per drawing, specification and as directed by Engineering in charge all complete. The main entrance gate shall be fabricated out of Mild steel sections completed with applying a priming coat of approved steel primer and two coats of synthetic enamel painting. The structural steel works for gates shall include supply, fabrication, transportation, erection of structural steel gates complete with placing in position embedded parts in concrete / brickwork and in road surface including cutting, grinding, drilling of holes, welding and painting etc complete
28Supplying and fixing Pre-cast cement concrete kerb-stones(factory made,the factory should be ISO certified and registered under Dirctorate of Industries, Govt. of India) of M-20 with 20 mm nominal size granitic/basaltic aggregate properly consolidated by mechanical plat-form and vibrators with smooth finish including fixing at site complete as per specification. Size 60 cm L x45 cm H x 15 cm T
29Supply and installation of cast iron railing grouted properly inside the coping along compound wall of height 600mm as per drawing and design including one coat of epoxy red primer and one coat of polyurethene 2K glossy paint etc complete and as directed by the Engineer in charge
30Decorative pillar of size 500 X 300 mm and 2100 mm height. Applying external plaster 1:3 (1 cement : 3 course sand) finished with sponge, including waterproofing material proportion recommended by manufacturer. Also include plaster bends 45 mm wide at top and bottom in cement mortar 1:4 (1 cement: 4 fine sand). Also providing and fixing decorative tiles 3 nos of approved brand and painting with 2 coats of approved paint after applying 2 coats of primer, etc., and as the direct engineer in charge.
31Decorative panel of size 5000 X 300 mm and 1800 mm height. Applying external plaster 1:3 (1 cement : 3 course sand) finished with sponge, including waterproofing material proportion recommended by manufacturer. Also include plaster bends 45 mm wide at top and bottom in cement mortar 1:4 (1 cement: 4 fine sand). Also providing and fixing decorative tiles 2 nos of approved brand and painting with 2 coats of approved paint after applying 2 coats of primer, etc., and as the direct engineer in charge.
32Providing and laying 50mm(consolidated thickness)full grout using granitic or basaltic stone of specified grading at 6.00 cu.m. per 100 sq.m. grouting with hot bitumen straight run bitumen(or with such bituminous material of grade and type as specified by the Engineer-in-Charge)at 5.0kg. per sq. m. binding with key aggregate of granitic or basaltic stone of specified grading at 1.5 cu.m. per 100 sq.m. including Providing and laying seal coat sealing the voids in a bituminious surface laid with F.E loader with 1 Cu.m. bucket capacity to the specified levels, grade and cross fall using Type A seal coat with 0.98 kg/sqm of bitumen of grade as per MoRT&H specifications clause 513.
33ELECTRICAL WORKS
34Supply, Erection, Testing and Commissioning of 4 Mtr. high pole with Housing Mateiral: MS, Body Colour: GREY with base plate 200mm x200mmx6mm, complete with foundation set with appropriate 1 Nos of Suitable SP MCB, Stud type 4 pole connector, as required with double arm bracket , Streetlight: 1x60W+1x30W complete, (Exclusive of cost of concrete/steel rods etc. for pole foundation as per company drawing) as required and as directed by the Engineer- in- Charge. MAKE Pasolite, Suncity, Reytek. Model: MAXIN Pole Product Code: P 10236 (1x30W/1x60W)
35Supply 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
36Supply of 3 1/2 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. 3 1/2 Core 25 sq.mm
37Supply 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.4 Core 10 sq.mm
38Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of size not exceeding 25 sq.mm in the existing RCC/HUME/STONEWARE Metal pipe, etc. complete as required
39Laying 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
40Supplying 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. 3 x 1.5/2.5 Sq. mm.
41Supplying and making cable end terminations with brass compression gland and aluminium lugs for folowing sizes of 3 1/2 Core PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, complete as required. 3 1/2 x 25 Sq. mm.
42Supplying and making cable end terminations with brass compression gland and copper lugs for folowing sizes of 4 Core PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, complete as required.(4) 4 x 10 Sq. mm.
43Supply,installation,testing and commissioning of outdoor type feeder Panel as specified and complete with Internconnections, Suitable MS Stand 35x35x5 mm angle, height 300mm, earthing etc.- Aluminum busbars- 7 tank pre-treatment (14/16 SWG CRCA duly Powder Coated)- Oven baked epoxy paint finish - RAL 70321 - Digital Voltmeter and ammeter 1 nos - RYB indicating lamps LED type.- 1 nos. 32A TPN MCB With 3 phase meter box sealable (inocming)- 3 Nos - 25A TP MCB (Linked to Timer/Contactor)- 1 No. - 4 pole power contactor 440V 40A for time switch - No Programmable Digital Almanac Timer Micro-controller based with real time clock to operate on derived switching “ON” & switching “OFF” street light as per daily sunset and sunrise respectively.
44Supply, 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
45Supply Erection Testing & Commissioning of Hot Dipped Galvanised Iron (HDGI) Chemical Pipe Earthing Electrode - 1m X 48mm Dia., Terminal Size - 40x6mm, With 15kg BFC Bag with PVC Earth Pit Cover (Small)
46Supplying and laying 25 mm x 5 mm GI strip at 0.5 m below ground as strip earth electrode including soldering etc. as required Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57950163
AUTHORITY Government Departments
TENDER VALUE 3.47 Crore
LAST DATE 21-10-2026
Authority
Authority Name Goa Tourism Development Corporation Limited
Work Description Tender for Beautification And Illumination Of Footpath And Surrounding Area From Ganapati Visarjan Tali To Shree Sankat Mochan Maruti Mandir At Gogal Margao
Basic Detail
Tender No GTDC/PC/EE(S)/2026-27/e-70
Bidding Type Tender
Location
City goa
State Goa
Key Dates
Publish Date 09 Oct 2026
Submission Date 21 Oct 2026
Open Date 22 Oct 2026
Finance
Tender Value 3.47 Crore
Tender Fee 15000
EMD 6.95 Lakhs
Exemption Not Available
Document List
BOQ_32638.xls
dfd1e363-6aef-4228-ba74-04c17305762f.html
Tendernotice_1.pdf
Tendernotice_2.pdf
Tendernotice_3.pdf
Tendernotice_4.pdf
Tendernotice_5.pdf
Tendernotice_6.pdf

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Tender Timeline

Oct 09, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 21, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 11 days
Oct 22, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 12 days

Tender Documents

Download All (ZIP) ↓
xls

BOQ_32638.xls

html

dfd1e363-6aef-4228-ba74-04c17305762f.html

pdf

Tendernotice_1.pdf

pdf

Tendernotice_2.pdf

pdf

Tendernotice_3.pdf

pdf

Tendernotice_4.pdf

pdf

Tendernotice_5.pdf

pdf

Tendernotice_6.pdf

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