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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.2 CrAccepted-AOC | ₹1.2 Cr | 1 | Accepted-AOC first lowest |
| 2 | 2₹1.3 Cr+₹7.4 L (6.28%)Rejected-Finance | ₹1.3 Cr+₹7.4 L (6.28%) | 2 | Rejected-Finance 2nd lowest |
| 3 | Rejected-Technical | - | - | Rejected-Technical not eligible |
| Sl No | Description | Qty | Unit | R. K. Telematics L1 | jfjconstruction L2 |
|---|---|---|---|---|---|
| 1.00CIVIL WORKS | |||||
| 1.01 | Clearing grass and removal of rubbish upto a distance of 50 m outside the periphery of the area | 3 | 100 Sq.m | 498 ₹1,494 Lowest | 1,200 ₹3,600 |
| 1.02 | Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m. | 6 | Sq.m | 138 ₹828 Lowest | 300 ₹1,800 |
| 1.03 | Earthwork 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 : b)All types of Ordinary rock including all types of laterite rock, blasting prohibited | 123 | Cu.m | 650 ₹79,950 Lowest | 1,600 ₹1,96,800 |
| 1.04 | Refilling 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. | 39 | Cu.m | 250 ₹9,750 Lowest | 500 ₹19,500 |
| 1.05 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 40 | Cum | 2,300 ₹92,000 Lowest | 3,450 ₹1,38,000 |
| 1.06 | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement. | 18 | Cum | 5,200 ₹93,600 Lowest | 9,000 ₹1,62,000 |
| 1.07 | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) above plinth Upto level V. | 18 | Cum | 6,200 ₹1,11,600 Lowest | 9,000 ₹1,62,000 |
| 1.08 | Providing & 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: a)All works upto plinth level | 35 | Cum | 6,900 ₹2,41,500 Lowest | 9,500 ₹3,32,500 |
| 1.09 | Providing TMT steel reinforcement bars of (SAIL,TATA. VIZAG, JSW Steel Ltd.) ) (Confirming to IS1786 of 1986) for RCC work (conforming to I.S.1786 of 1986) including bending, binding &placing in position in all the floors along with thefactory made precast concrete cover blocks ofspecified sizes whose compressive strength is notless than that of surrounding concrete in thestructural member. | 128 | Kg | 110 ₹14,080 Lowest | 200 ₹25,600 |
Tender Value
₹1.1 Cr
EMD Value
₹2.3 L
Closing Date
12 Aug 2025, 3:00 pmClosed
Executive Engineer
Paryatan Bhavan Panaji Goa
Beautification and Illumination of Bogmalo Beach 3rd Call
2025_GTDCL_24016_1
GTDC/PC/EE-(S)/2025-26/e-32
Open Tender
Civil Works
Item Rate
180 days
Paryatan Bhavan Panaji Goa
Please refer Tender documents.
7 documents required · 7 mandatory
₹8,000
₹2.3 L
5 Dec 2025
29 Jul 2025
13 Aug 2025
29 Jul 2025
12 Aug 2025
29 Jul 2025
Amount
CIVIL WORKS
Clearing grass and removal of rubbish upto a distance of 50 m outside the periphery of the area
Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m.
Earthwork 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 : b)All types of Ordinary rock including all types of laterite rock, blasting prohibited
Refilling 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.
Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement.
Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) above plinth Upto level V.
Providing & 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: a)All works upto plinth level
Providing TMT steel reinforcement bars of (SAIL,TATA. VIZAG, JSW Steel Ltd.) ) (Confirming to IS1786 of 1986) for RCC work (conforming to I.S.1786 of 1986) including bending, binding &placing in position in all the floors along with thefactory made precast concrete cover blocks ofspecified sizes whose compressive strength is notless than that of surrounding concrete in thestructural member.
Providing and laying in position ready mixed concrete (RMC) High Performance Concrete per MORTH clause 1715 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 engineer-in-charge. All works upto floor V level.iii)M-20 grade of concrete
Providing & 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 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.
Centering & shuttering including Strutting, Propping & removal of forms for : i)Foundations, Footings, Bases for columns
Centering & shuttering including Strutting, Propping & removal of forms for : ii) Vertical surfaces such as retaing walls, return walls, Partitions, walls (any thickness) including attached Pilasters, Buttresses, Plinth and string courses, Fillets and the like
Providing and laying factory made Shot blasted cement concrete interlocking paver block of minimum M35 grade made by heavy duty block making machine with strong vibratory compaction and of aprpoved size and design / shape laid in 50 mm thick compacted bed of coarse sand, filling the joints with coarse sand, etc. all complete as per the direction of Engineer.- in I, Wave, Rectangular, Square etc. shapes. The products should comply to IS 15658:2006 and manfucatured by ISO9001: 2008 certified plant. The shot blasting should be done using 0.4-0.5mm dia steel shots with a speed of 3200 rpm. a)60mm thick in all colours except grey
Providing and laying factory made Shot blasted cement concrete interlocking paver block of minimum M35 grade made by heavy duty block making machine with strong vibratory compaction and of aprpoved size and design / shape laid in 50 mm thick compacted bed of coarse sand, filling the joints with coarse sand, etc. all complete as per the direction of Engineer.- in I, Wave, Rectangular, Square etc. shapes. The products should comply to IS 15658:2006 and manfucatured by ISO9001: 2008 certified plant. The shot blasting should be done using 0.4-0.5mm dia steel shots with a speed of 3200 rpm. b) 60mm thick in grey
Providing and fixing Azulejos tiles of size 150 mm x 150 mm true to line and 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.
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)
12mm cement plaster 1:3 (1 cement : 3 fine sand)
18mm 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.
Painting (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
Painting 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.
Painting one or more coats of acryllic exterior paint of approved brand and manufacture(Such as Dulex/ Asian Paints/ Sherwin Willians) on old work including cleaning the surface with water etc. complete.
Supplying 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.c)Size 60 cm L x45 cm H x 15 cm T
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber,applying and brooming requisite type of screening/binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. A)By Manual Means i)Grading- I (Using Screening Crushable type such as Moorum or Gravel) b)Using Screening Type-A (13.2mm Agg.)
Providing 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.
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rateof 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
Carriage of debris from the site of work like excavated earth, rock boulders,vegetation etc, and disposing the same to a distance of 2.00Kms.including all lead and lifts etc. complete by means of tipper truck( contractor to indentify the site of disposal at his own cost and risk).
Demolishing laterite stone masonry in cement mortar including stacking of serviceable material & disposal of unserviceable material within 50 mts. lead.
Dismantling the tile work in floors and roofs laid in cement including stacking of materials within 50 meters lead for thickness of tiles 10mm to 25mm.
Providing and errecting RCC Bollards of height 0.9 meter, with foundation of size 0.30 m X 0.30 m , cement mortar 1:3 (1 cement : 3 fine sand) depth of footing 0.4 m depth including all necessary scaffoldings, pigments, vendoring surfaces smooth, clean and dry etc. complete as per Engineer in Charge.
ELECTRICAL WORKS
Supply ,Installation,Testing & Commisioning of 3 m Hot Dipped galvanised Octagonal pole of 3mm thickness, Top-70MM, Base Plate- 200x200x12MM, PCD 200 MM, with Foundation Bolt M16X 450MM with all required accessories like Junction box with 15A Input output connectors, .etc. Make Hakke, Transrail, RR Ispat, Mechnize Engineering as required as directed by the Egineer in- charge.
Supply and Installation of 2000mm Double arm bracket PU paintedsuitable for pole of 3-4mm thickness. Make Hakke, Transrail, RR Ispat, Mechnize Engineering as required as directed by the Egineer in- charge.
Supply, Installation, Testing and Commissioning of 8 Mtrs Octoganal Pappeared H.D.G.I pole made out of 4 m.m. thick plate and heavy provision for cable entry, having weight not less than 97kg. 4 Nos of J type M24x 750mm long foundation bolts of grade EN 8. Make Hakke, Transrail, RR Ispat, Mechnize Engineering as required as directed by the Egineer in- charge.
Supply ,Installation,Testing & Commisioning of LED Street light fitting of 30W,including lamp, with PF > 0.95,class IP 65 and above Housing of pressure die cast aluminium alloy and heat sink extruded aluminium Complete with all required accessories.Efficacy =>100lm/W.Make Crompton, Wipro, Nice, Havells, Reytek, Leska, La Luminite as required as Directed by the Engineer in- charge.
Supply ,Installation,Testing & Commisioning of LED Street light fitting of 80W,including lamp, with PF > 0.95,class IP 65 and above Housing of pressure die cast aluminium alloy and heat sink extruded aluminium Complete with all required accessories.Efficacy =>100lm/W.Make Crompton, Wipro, Nice, Havells, Reytek, Leska, La Luminite as required as Directed by the Engineer in- charge.
supply, installation, testing, and commissioning of a solar integral AIO (All-in-One) streetlight with a powder-coated aluminium extruded housing, featuring reliable and robust construction with IP 65 and IK 08 protection, suitable for an OD 76/80 mm bracket having high-efficiency long-life LED module with an SMD LED package mounted on an MCPCB, lumen efficacy of over 190 lm/W. Maintaining a high-efficiency polycarbonate UV-stabilized cover with an integrated lens, along with an in-built DC-DC MPPT charge controller that provides a charging efficiency greater than 94% and a tracking efficiency exceeding 98%. The system will incorporate a mono-crystalline solar panel rated at 100 WP @ STC and a LiFePO4 battery with a battery management system (BMS), operating at 12.8 V and 42 Ah. Additionally, the setup will include several protection features: over-charge protection, deep-discharge protection, over-current protection, short-circuit protection, over-voltage protection, low voltage indication, and charging indication. complete as required of following make havels/Wipro only.
Supplying and fixing 6 A to 32 A, C series MCB suitable for lighting and other loads of following poles in the existing MCB DB complete with connections testing and commissioning etc as required.(a) SP, Cat A
Supply 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
Supply 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
Supply 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
Laying 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
Laying 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
Supplying 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.(1) 3 x 1.5/2.5 Sq. mm.
Supplying and making cable end terminations with brass compression gland and copper 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.(1) 3 1/2 x 25 Sq. mm.
Supplying 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.
Supply and providing Chemical earthing system (Pipe in pipe type) with Outer pipe of the electrode having minimum 80mm diameter as per the enclosed specifiations and drawing.The outer and the inner hot dip galvanised MS pipes shall conform to the specifications and the space inbetween shall be filled with highly crystalline conductive and anti- corrosive mixture conforming to IS-3043. The earth electrode shall be CPRI tested.The scope of work includes boring( 300mm dia mimnimum)/exvavation of soil/hard rock, refilling with required quantity of back fill compound/Ground resistance enhancement powder of requisite quantity, compaction, constuction of masonary chamber etc complete as required to obtain the desired value.Aluminium tag with embossed earthing value shall be permanently attached to the pipe electrode.(b) 2 metres length electrode
Supplying and laying 25 mm x 5 mm GI strip in 40 mm dia GI pipe from earth electrode as required
Providing and laying earth connection from earth lectrode with 6 SWG dia GI wire in 15 mm dia GI pipe from earth electrode as required
Supply, installation, testing and commissioning of electronic type single phase energy meter (KWh), 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.(b) 10 to 40 A
jfjconstruction (BID ID -51594)
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