Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC 42 I 63 PALAMATTATHIL SOUTH KALAMASSERY SANTHI NAGAR RAJAGIRI P O ERNAKULAM KERALA PIN 683104 | ERNAKULAM | ERNAKULAM | KERALA | 683104 | ₹1.7 Cr | L1 | Accepted-AOC L1 bidder |
| 2 | L2₹1.7 Cr+₹1.1 L (0.66%)Rejected-Finance ERATTUPETTA BLOCK PANCHAYATH KERALA | ₹1.7 Cr+₹1.1 L (0.66%) | L2 | Rejected-Finance L2 bidder |
Tender Value
₹1.6 Cr
EMD Value
₹50,000
Closing Date
5 Mar 2025, 3:00 pmClosed
The Chief Engineer, Sports Kerala Foundation
Jimmy George Indoor Stadium, Vellayambalam, Thiruvananthapuram
Mud Football court, RCC Badminton court, Renovation of existing Infrastructure Facilities, Drain, Interlock, Retaining wall, Fencing, Step Gallery, Long Jump Pit, Entrance Gate, Landscaping works, Floodlighting and connected works
2025_SKF_740621_1
335/SKF/CE/2024-25
Open Tender
Civil Works - Others
Item Rate
270 days
Kottarakkara
Please refer tender document
7 documents required · 7 mandatory
₹5,900
₹50,000
26 Apr 2025
19 Feb 2025
7 Mar 2025
19 Feb 2025
5 Mar 2025
19 Feb 2025
Amount
Mud Football court, RCC badminton court, Renovation of existing infrastructure facilities, Drain and Interlock work
2.28.1 : Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil
2.33.4 : Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Above 240 cm girth
od103880/2023_2024 : SKF_OD 7/2022-2023 Supplying and stacking for measurement sieved red earth at site including royalty and carriage upto 5 k.m. lead,all labour charges for stacking, loading and unloading etc complete.( Based on CPWD 30.2.2 & 30.2.4.3)
od103881/2023_2024 : SKF_OD 4/2022-2023 Supplying and stacking for measurement Sieved Jamuna Sand at site including cost of sand and carriage upto 5 k.m. lead all labour charges for stacking, loading and unloading etc complete.( Based on CPWD 30.2.2 & 30.2.4.3)
od103882/2023_2024 : SKF_OD 2/2022-2023 Mixing earth and jamuna sand in the required proportion specified or directed by the Officer-in-charge including all cost of labour charges,hire charges of machineries etc complete.(Based on CPWD 30.2.9)
od103883/2023_2024 : SKF_OD 3/2022-2023 Spreading of earth and jamuna sand in required thickness as per direction of officer-in-charge including all cost of labour charges,hire charges of machineries etc complete.<br> (cost of earth and jamuna sand to be paid separately).( Based on CPWD 30.2.8)
od103885/2023_2024 : SKF_OD 10/2022-2023 Consolidation of sub grade with power road roller of 8 to 12 tonne capacity with road roller including making good the undulations etc. including all cost of labour, hire charges, fuel, oil, etc. complete.( Based on CPWD 16.1)
od43917/2024_2025 : Filling with contractor's own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering and rolling every 3rd and top most layer with power roller of minimum 8 tonnes, for all leads including all lifts involved as per the direction of site Engineer-in-charge. ( Based on DSR Item No. 50.2.26.1 and 2.2.1)
od103886/2023_2024 : Supply and Installation of Fixed type 7's Football Goal Post (3.65m x 1.80m x 1.20m) made of pipe 10cm dia G.I. pipe with nylon net as per the direction of Engineer in Charge.
od103889/2023_2024 : BADMINTON POST : Supply and installation of heavy duty badminton post in aluminium and steel uprights option with built in weights and floor protection pads. Base,uprights and back supports can be detached. Rate also includes wheels for easy movement, steel uprights (comes in a pair), badminton net etc. Approval shall be taken prior to supply of item.
100.98.1008 : Engaging Coolie
15.3 : Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
2.6.1 : 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
10.25.2 : Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
5.22A.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
13.9.1 : Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster
13.88 : Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete
13.99.1 : Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :One or more coats on old work
13.61.1 : Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
od44070/2024_2025 : Lifting, conveying and fixing the newly casted RCC covering slabs of any thickness on top of drain in position including all labour charges and miscellaneous expenses etc complete (Based on MoRTH 55.25 )
13.48.1 : Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm
od215201/2024_2025 : Providing and laying of interlock concrete block pavements having thickness 60mm (M35) as per drawings and technical specification clause 1504 confirming to IS 15658 and laid in required colour and pattern over and including 50mm thick compacted bed of 6 mm metal including edge concreting for 300mm width and 150mm depth with CC M35( @ 0.045 m3/m). (Based on Approved OD No.6.1<br>of<br>7175567/2023/TEFIN-INSP TECH)
16.47.1 : Painting runway/ taxi track /apron making with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-Charge, i/c cleaning the surface of all dirt, scales, oil grease and other foreign material etc. and lining out complete.New work ( Two or more coats)
Retaining wall and Fencing
15.9.1 : Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortor
2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
60.7.8 : DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
60.7.1 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.22A.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
od105624/2023_2024 : Steel work for fencing with G I pipes 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(Rate based on CPWD 50.10.2)
od105613/2023_2024 : Supply and Installation of approved quality 2mm thick UV Stabilized Nylon net of Mesh size not greater than 50mm in existing GI poles including all charges as per the direction of Engineer in charge.(rate based on DAR 26.81)
16.70.1 : 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.Made of G.I. wire of dia 4 mm
13.50.3 : Applying priming coat:With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron /steel works
13.61.1 : Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
Step gallery,Long jump pit and Entrance gate
2.6.1 : 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
50.6.1.7 : Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete
60.7.1 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
5.2.2 : Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
5.22A.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
od53529/2024_2025 : Providing and fixing PVC pipes with 5 mm dia perforations, minimum 125 perforations per running metre, in trenches at required slope, as per specifications etc complete including the cost of all materials, labour etc. and as directed by the Engineer-in-charge.Care should be taken while laying so that the perforations shall be along the bottom side of the pipe. The rate includes cost of all materials, covering the pipe with Geo Textile Cloth,labour charges for trenching carriage of surplus earth to a lead of 50m etc complete. including jointing of pipes with one step PVC solvent cement etc complete as per direction of Engineer-in-Charge 110 mm dia 6 Kgf/cm2.
od53543/2024_2025 : Providing ,Laying, spreading and compacting stone aggregate of specified size 20mm downgraded metal as filter media around the drainage pipes in the sides of trench as per the directions of Engineer-in-charge. Rate inclusive of all materials,transportation and labour charges complete.The work has to be executed as per detailed specifications, and or as approved by Engineer-in charge. Quantity measured based on the stack measurement and the stack shall be of standard dimensions
50.18.9.9.1 : Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of Joints complete as per direction of engineer in charge.110 mm dia 6Kgf/cm2
od53545/2024_2025 : SKF_OD 8/2022-2023 Supply and Laying 120 GSM Geotextile Membrane as per direction of Engineer - in - Charges.
od53547/2024_2025 : Supply and Filling Fine Sand of approved quality in Long Jump<br>Pit as per the direction of officer in charge.
50.6.2.2 : Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete
13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
10.26.3 : Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes
10.25.2 : Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
13.48.1 : Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm
13.61.1 : Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
Landscaping works
2.6.1 : 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
30.2.2 : Supplying and stacking of good earth at site including royalty and carriage upto 5 k.m. lead complete (earth measured in stacks will be reduced by 20% for payment).
30.2.4.1 : Supplying and stacking at site dump manure from approved source, including carriage upto 5 k.m. lead complete (manure measured in stacks will be reduced by 8% for payment) :Screened through sieve of I.S. designation 20 mm
30.2.9 : Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge
30.2.8 : Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately).
30.2.33 : Providing and fixing Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and even, watering with sprinkler
FLOODLIGHTING AND CONNECTED WORKS
od113333/2023_2024 : SKFOD_ Supply of 400W (+/-10w) or nearest wattage rating LED Floodlight luminaire with minimum 48000 Lumens Light output in CRI >70. Graphite grey powder coated pressure die-cast aluminum LED housing designed to act as heat sink for efficient dissipation of heat.Heat resistant toughened glass provided with silicon gasket to ensure ingress protection. LEDs are provided with secondary Polycarbonate lens optics to get optimum optical performance and available in at least 2 optics options of WB and MB a to achieve required lux level mounted on each LED. Luminaire should have Minimum IP 66 and IK 08 Protection. Internal Surge protection of 4KV and External surge protection of 10 KV in minimum required. The LED's used in the luminaire shall be shall be high power with power consumption between 1W to 5W with CRI greater than 70 in 5700K CCT. The luminaire shall be designed to ensure lumen depreciation L70 over 50000 burninghours as per LM 80 report. The luminaire should have fins on the back to ensure good heat dissipation and to prevent dirt from settling on the luminaire along with aiming angle scale. Driver should be fully potted BIS certified of same Luminaire brand and shall have a power factor >0.95 and THD less than 10% Make: Approved by engineer in-charge.
od225290/2024_2025 : SKFOD_ Supply and Installation of 16mtr fixed type Stadium mast suitable for mounting minimum 12no of luminaires, made of Hot-dip Galvanization process as per IS 4759:1996 with monkey climbing arrangement and maintenance platform for easy maintenance and aiming of luminaires with lightening spike. The pole shaft shall be made of 4mm thickness in 2 sections, base dia not less than 250mm and the base plate shall be of min 20mm thick. with all accessories and luminary carriage suitable to install 10/12 nos luminaries in symmetrical arrangement. Excluding RCC Foundation
od113335/2023_2024 : SKFOD_Supply, installation, testing and commissioning of Outdoor Type Floor Mounting KSEB metering panel, suitable for accommodating 3 Phase Energy meter and consisting of 3 nos. of 40 A cutout with HRC fuse( or as per KSEB) , neutral link in separate chamber, inter connections etc. as required, and including necessary supports of min.1.5 mtr height and the panel fabricated out of 14 SWG CRCA sheet with locable door with sealing facility having glass window for energymeter, sealing facility for KSEB, top canopy and necessary overhang, undergone seven tank process ,powder coated finish and all mounting accessories.
od113336/2023_2024 : SKFOD ODP - Supply, Installation, Testing and Commissioning of Outdoor Lighting Panel (ODP) cubicle type, totally enclosed, IP 65, pedestal mounted, free standing with top canopy, dust and vermin proof, water proof suitable for operation on 3 phase, 415 V, 50Hz AC supply fabricated using 2mm thick CRCA sheet, powder coated, including internal wiring with suitable size wires/cable, interconnection, duly powder coated painting etc. The panel shall be fabricated from a firm having CPRI certification with test certificates for similar panel (required for short circuit rating, temperature rise and IP classification) including following switchgears accessories for the LT Panel. The work shall be completed with all other accessories as per approved SLD. INCOMER 63 A/40A, FP,25kA MCCB - 1 No.63 Amp TPN bus bars INSTRUMENTS; Surge protection device -Type 1+2 Voltage protection level should not be less than 1.5 kV , ;4A, C curve SP MCB - 3 Nos, RYB indication lamp OUTGOINGS 10 A, 'C' Curve SP MCB - 24 Nos (arranged by 4X6). The panel is front door type
od114949/2023_2024 : SKFOD_ Supply, installation, testing and commissioning of Outdoor Type panel cabin shall be provided for accommodating VDB/DB as per the requirement etc. as required, and including necessary supports of floor or wall mounting as required, and the panel fabricated out of 14 SWG CRCA sheet with lockable door, top canopy and necessary overhang, undergone seven tank process ,powder coated finish and all mounting accessories.
90.11.1.10 : Supply and installation of sheet steel, phosphatised and painted, dust and vermin proof enclosure of MCB DB including copper /brass bus bar, neutral link, earth bus and DIN rail suitable for fixing MCB/ isolator etc. fixed on wall using suitable anchor bolts or fixed in recess including cutting hole on the wall , making good the damages, colour washing etc. as required 4 way (8+12) - three phase double cover (IP 42/43)
90.11.1.14 : Supply and installation of sheet steel, phosphatised and painted, dust and vermin proof enclosure of MCB DB including copper /brass bus bar, neutral link, earth bus and DIN rail suitable for fixing MCB/ isolator etc. fixed on wall using suitable anchor bolts or fixed in recess including cutting hole on the wall , making good the damages, colour washing etc. as required 4 way (8+12) - double cover TPN vertical DB with provision for fixing 4P MCB/ Isolator/ RCCB/RCBO as incomer and SP/TP MCB as outgoing (IP 42/43)
2.10.4 : Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.Triple pole
2.13.1 : Supplying and fixing following rating, four pole, 415 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.40 amps
2.13.2 : Supplying and fixing following rating, four pole, 415 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.63 amps
2.15.2 : Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required.40 amps
2.15.3 : Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required.63 amps
od113337/2023_2024 : SKFOD_ Supply and installation of 63A, 4 pole On-Load Change Over Switches with all accessories complete as required
2.10.1 : Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.Single pole
90.12.5.41 : Supply & laying of one number PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in the existing RCC/ HUME / STONE WARE/ GI/ DWC pipe as required. 4 core 16 sq mm
90.12.5.13 : Supply & laying of one number PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in the existing RCC/ HUME / STONE WARE/ GI/ DWC pipe as required. 3 core 6 sq mm
90.12.5.40 : Supply & laying of one number PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in the existing RCC/ HUME / STONE WARE/ GI/ DWC pipe as required. 4 core 10 sq mm
90.12.5.30 : Supply & laying of one number PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in the existing RCC/ HUME / STONE WARE/ GI/ DWC pipe as required. 3.5 core 70 sq mm
90.12.7.41 : Supply, laying and clamping of 1 no. PVC insulated and PVC sheathed armoured aluminium power cable, 1.1 KV grade of the following sizes using clamps noted along with the cables, spacing of clamps not exceeding 60cms, making good the damages , colour washing etc. as required. 4 core 16 sq mm with factory made clamp
90.12.10.2 : Supply & laying of DWC pipe in ordinary soil 0.75m below ground level including excavation 50/38 mm or nearest size
90.12.9.2 : Supplying, laying and jointing of the following sizes of double wall corrugated (DWC) pipes made out of HDPE conforming to IS 14930 Part II for mechanical protection to underground power cables with all required accessories in ground in the existing trench 50/38 mm or nearest size
90.12.10.6 : Supply & laying of DWC pipe in ordinary soil 0.75m below ground level including excavation 110/94 mm or nearest size
90.6.5.12 : Supply and drawing the following sizes of multi-core PVC insulated & FRLS PVC sheathed 650/1100 V grade copper conductor round flexible cables conforming to IS 694 part I 1960 in the existing surface / recess conduit as required including giving necessary connections of the following sizes. 3 core 2.50 sq mm
9.1.33 : Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.4 X 16 sq. mm (28mm)
9.1.23 : Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.3 1/2X 70 sq. mm (38mm)
9.1.32 : Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.4 X 10 sq. mm (25mm)
90.16.1.3 : Supply and drawing bare earthing conductors of the following sizes along with wiring/ cables and giving connection as required 3.15 mm copper conductor (10 SWG)
90.16.1.2 : Supply and drawing bare earthing conductors of the following sizes along with wiring/ cables and giving connection as required 2.65 mm copper conductor (12 SWG)
od116558/2023_2024 : SKF_OD - Earthing with G.I. earth pipe 2.5 metre long, 40 mm dia including accessories, with providing masonry enclosure with cover plate / FRP Earth Pit Chamber. ( but without charcoal/ coke and salt ) etc as required.
5.15 : Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required.
5.1 : Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but without charcoal/ coke and salt ) as required.
Denny Jose (BID ID -2138949)
Bidder Name
Denny Jose
PRIMETECH ENGINEERING
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .