Loading…
Loading…
Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.8 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹20.1 L+₹30,423.23 (1.54%)Admitted-Finance KALARIKKAPARAMBIL BRAHMAPURAM P O AMBALAMUGAL ERNAKULAM 682 303 | ERNAKULAM | ERNAKULAM | KERALA | 682303 | L2 | Admitted-Finance | |
| 3 | L3₹20.1 L+₹32,235.52 (1.63%)Admitted-Finance | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Shyja Suresh K L1 | meconconstructions L3 | saaj constructions L2 |
|---|---|---|---|---|---|---|
| 1.00Civil Works | ||||||
| 1.00 | 2.31
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and
saplings of girth up to 30 cm measured at a height of 1 m above ground level and
removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 193.5 | sqm | 16.7 ₹3,231.45 Lowest | 17 ₹3,289.5 | 16.9 ₹3,270.15 |
| 1.00 | 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5
m, as directed by Engineer-in-charge.All kinds of soil | 13.78 | cum | 236.63 ₹3,259.81 Lowest | 236.63 ₹3,259.81 Lowest | 236.63 ₹3,259.81 Lowest |
| 1.00 | 5.9.1
Centering and shuttering including strutting, etc. and removal of form
for:Foundations, footings, bases of columns, etc for mass concrete | 11.16 | sqm | 354.69 ₹3,958.34 Lowest | 354.69 ₹3,958.34 Lowest | 354.69 ₹3,958.34 Lowest |
| 1.00 | 5.9.5
Centering and shuttering including strutting, etc. and removal of form for:Lintels,
beams, plinth beams, girders bressumers and cantilevers | 6.12 | sqm | 700.72 ₹4,288.41 Lowest | 700.72 ₹4,288.41 Lowest | 700.72 ₹4,288.41 Lowest |
| 1.00 | 4.1.5
Providing and laying in position cement concrete of specified grade excluding the
cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3
coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm
nominal size derived from natural source | 6.04 | cum | 7,870.91 ₹47,556.04 Lowest | 7,870.91 ₹47,556.04 Lowest | 7,870.91 ₹47,556.04 Lowest |
| 1.01 | 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 | 276.66 | kilogram | 103.26 ₹28,567.91 Lowest | 103.26 ₹28,567.91 Lowest | 103.26 ₹28,567.91 Lowest |
| 1.01 | 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 derived from natural sources) | 3.46 | cum | 9,634.13 ₹33,343.72 Lowest | 9,634.13 ₹33,343.72 Lowest | 9,634.13 ₹33,343.72 Lowest |
| 1.01 | 2.25
Filling available excavated earth (excluding rock) in trenches, plinth, sides of
foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited
layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 28.97 | cum | 292.52 ₹8,473.43 Lowest | 292.52 ₹8,473.43 Lowest | 292.52 ₹8,473.43 Lowest |
| 1.01 | 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) | 16.22 | cum | 7,663.65 ₹1,24,304.4 Lowest | 7,663.65 ₹1,24,304.4 Lowest | 7,663.65 ₹1,24,304.4 Lowest |
Tender Value
Refer Docs
EMD Value
₹49,481
Closing Date
14 Nov 2025, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ENGINEER (PROJECTS)
KEL MAMALA KOCHI
Kozhikode District Panchayath-2025-26- Project No. 208- Construction of Vayojana Park at Velom, Kunnummal GP, Kozhikode District
2025_KEL_820113_1
KRO/BDC/2239/2025
Open Tender
Civil Works - Buildings
Item Rate
KEL MAMALA
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,950
₹49,481
Yes
18 Nov 2025
7 Nov 2025
15 Nov 2025
7 Nov 2025
14 Nov 2025
7 Nov 2025
7 Nov 2025 - 14 Nov 2025
Amount
Civil Works
2.31 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil
5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural source
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
5.1.2 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 derived from natural sources)
2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
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)
50.6.2.1 Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete
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
13.7.1 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
13.9.1 Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster
13.48.1 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
50.10.1 Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
50.10.2 Steel work for purlin/single section 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
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
12.50 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required
OD163098/2025-2026 Providing and fixing 15 cm wide semi circular PVC Rain Water gutter with iron brackets 40x3 mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete.
11.20.1 Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Light shade pigment using white cement
10.28 Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., 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-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)
16.91.2 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
OD163090/2025-2026 Providing and fixing Cast iron benches 120cm long as per approved design weight not less than 22kg leg and fixing teakwood reapers of 40mmx65mm for seating (weight 60 to 80kg) including all cost and conveyance of all material and labour charges etc complete as per instruction in charge
OD163091/2025-2026 Providing and fixing pearl 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
100.98.1007 Engaging Beldar
OD164468/2025-2026 Providing and laying laterite pattern Cladidng tile (30x60mm) over the prepared surface with cement motar1:3 (1 cement : 3 coarse sand), after soaking the laterite tile for 30 minutes to prevent water absorption
11.41.3 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 800x 800 mm
Gym Equipments
OD163143/2025-2026 Supplying and fixing of AIR WALKER with Structure made of 4 inch GI pipe and 3.5 mm thickness Arm - Structure made of 1 inch GI pipe and 3 mm thickness Bearing - Ball bearing (SKF) Seats - Structure made of MS sheet, 3 to 3.5 mm thickness and plastic seats Top Cap - Made up of SS Material Paint - Double powder coating complete as per the direction of engineer in charge
OD163144/2025-2026 Supplying and fixing of SQUAT PUSHING DOUBLE with Pipe - Structure made of 4 inch GI pipe and 3.5 mm thickness Arm - Structure made of 1 inch GI pipe and 3 mm thickness Bearing - Ball bearing (SKF) Seats - Structure made of MS sheet, 3 to 3.5 mm thickness and plastic seats Top Cap - Made up of SS Material Paint - Double powder coating complete as per the direction of engineer in charge.
OD163145/2025-2026 Supplying and fixing of SITTING & STANDING TWISTER with Pipe - Structure made of 4 inch GI pipe and 3.5 mm thickness Arm - Structure made of 1 inch GI pipe and 3 mm thickness Bearing - Ball bearing (SKF) Seats - Structure made of MS sheet, 3 to 3.5 mm thickness and plastic seats Top Cap - Made up of SS Material Paint - Double powder coating complete as per the direction of engineer in charge.
OD163146/2025-2026 Supplying and fixing of ROWER with Pipe - Structure made of 4 inch GI pipe and 3.5 mm thickness Arm - Structure made of 1 inch GI pipe and 3 mm thickness Bearing - Ball bearing (SKF) Seats - Structure made of MS sheet, 3 to 3.5 mm thickness and plastic seats Paint - Double powder coating complete as per the direction of engineer in charge
OD163147/2025-2026 Supplying and fixing of ELLIPTICAL TRAINER with Pipe - Structure made of 4 inch GI pipe and 3.5 mm thickness Arm - Structure made of 1 inch GI pipe and 3 mm thickness Bearing - Ball bearing (SKF) Seats - Structure made of MS sheet, 3 to 3.5 mm thickness and plastic seats Top Cap - Made up of SS Material Paint - Double powder coating complete as per the direction of engineer in charge
OD163148/2025-2026 Supplying and fixing of HORSE RIDER with Pipe - Structure made of 4 inch GI pipe and 3.5 mm thickness Arm - Structure made of 1 inch GI pipe and 3 mm thickness Bearing - Ball bearing (SKF) Seats - Structure made of MS sheet, 3 to 3.5 mm thickness and plastic seats Paint - Double powder coating complete as per the direction of engineer in charge
OD172994/2025-2026 Supplying and fixing of FAMILY SWING (OD 2.5 inch MS pipe 3 mm thickness SS chain, metal seating part) Total size- L. 210cm, W 140cm, H 220 cm Seat - L 160cm, W 45cm, H 46cm
EXCLUSIVE OF GST
Note :1 All materials, Items, Equipment shall be best branded items with IS and approved by client/KEL
2:Rate should be inclusive of Insurance,Transportation, delivery and installation cost for all items
3.Rate should be Exclusive of GST.
4.Work should be executed as per DSR/PWD specification and direction of Engineer at site.
5.CEMENT: Make use Malabar cement only as per Govt. direction and in case of non availabilty of Malabar cement use Ultra Tech, Dalmia, Ramco or eq. brand in the order of preference.
6.RCC: (Assessment of strength of concrete by Cube testing at Approved Govt labs as per IS) Cement make: Use Malabar cement only as per Govt. direction and in case of non availabilty of Malabar cement use Ultra Tech, Dalmia, Ramco or eq. brand in the order of preference.
7.STEEL REINFORCEMENT: Make: Tata,Vaishak, SAIL, JSW or eq primary make in the order of preference
8.CENTERING & SHUTTERING: (Centering and shuttering for different category of work may be considered separately.)
9. SOLID BLOCK MASONRY: Min. average compressive strength as per IS shall be 40-50kg/cm2 and has to be assessed by testing at Govt. lab. ( Variation in rate due to change in size of block and level of floor as per DSR/PRICE has to be considered)
10. STEEL WORK G.I.PIPE: Make: JINDAL, Tata or eq. primary make in the order of preference.
11.VITRIFIED FLOOR TILES/ CERAMIC GLAZED WALL TILES: Make: Khajaria, Jhonson, RAK, NITCO, Cera or Eq. in the order of preference and prior sample approval from KEL, Client
saaj constructions (BID ID -2438917)
meconconstructions (BID ID -2438174)
stage.html
html • 0.03 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.67 MB
BOQ_1374999.xls
BOQ • 0.34 MB
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 .