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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹76.5 LAccepted-AOC THRURUTHIPARAMBIL MUNDAGAMATTOM NEELEESWARAM PO ERNAKULAM KERALA 683574 | ERNAKULAM | KERALA | 683574 | L1 | Accepted-AOC L1 bidder | |
| 2 | L2₹83.1 L+₹6.6 L (8.68%)Rejected-Finance | L2 | Rejected-Finance L2 bidder |
Tender Value
₹76.6 L
EMD Value
₹50,000
Closing Date
21 Dec 2024, 3:00 pmClosed
The Chief Engineer, Sports Kerala Foundation
Jimmy George Indoor Stadium, Vellayambalam, Thiruvananthapuram
Cutting trees and clearing grass, Fencing, Step Gallery, Acrylic Badminton Court, Elevens Mud Football Court, Cricket Practice Pitch, Inauguration Stone
2024_SKF_716265_1
275/SKF/CE/2024-25
Open Tender
Civil Works - Others
Item Rate
270 days
Thrissur
Please refer tender document
6 documents required · 6 mandatory
₹2,950
₹50,000
11 Apr 2025
13 Dec 2024
23 Dec 2024
13 Dec 2024
21 Dec 2024
13 Dec 2024
Amount
Cutting trees and clearing grass
2.32 : Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
2.33.2 : 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.Beyound 60 cm girth up to and including 120 cm girth
2.33.3 : 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.Beyond 120 cm girth up to and including 240 cm girth
Fencing
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
4.1.3 : 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
od91360/2024_2025 : 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)
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
od91361/2024_2025 : 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)
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
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
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.
5.9.20 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick
5.9.16.1 : Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide
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
5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15<sup>0</sup> landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).
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
2.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations 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.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.
50.6.1.4 : Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete
50.13.1 : 9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
13.7.2 : 12 mm cement plaster finished with a floating coat of neat cement 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
13.46.1 : Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/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
Acrylic Badminton court
2.1.1 : Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil 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)
od146164/2024_2025 : Providing & laying vacuum dewatered flooring using M20 grade Concrete 1:11/2:3 (1cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size) shall be laid by vacuum dewatering process including vibrating concrete by using screed vibrator of approved make equipment, finishing the top surface to required level and grade using power trowels of standard make etc. complete as per specifications and directions of Engineer-in-charge. Rate including all cost of materials, hire charges of machineries and all labour charges including curing the finished concrete surface but excluding cost of reinforcement. (Based on DSR 16.75 & 5.1.2) Details of cost for 1 cum
od91426/2024_2025 : SKF_OD 12/2022-2023 Supply of acrylic surface (8 layer) consists of a primer coat (if required) , filling of crack and leveling the surface with suitable acrylic surface and leveling compound, resurfacer / pore filler , of cushion system, premixed acrylic topping and concentrated final acrylic layer with game line markings. The rate include all taxes, duties, levies, excise duty and other charges except GST. Design, receive material, installation testing commissioning of synthetic surface for courts including, laying the synthetic surface over the base with all ancillary works, all according to methodology and drawings and specifications, including line marking etc all complete.
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
od136171/2024_2025 : 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.
11's Mud Football Court
od91557/2024_2025 : Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 30 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth including all lifts and leads, hire charges of machineries, labour charges etc complete as per the direction of engineer in charge. All kinds of soil. ((Based on CPWD-2.6.1, 16.1,30.2.8 & MoRTH-3.6 & 3.16)
od91578/2024_2025 : SKF_OD 6/2022-2023 Sieving excavated Earth through sieve of I.S. designation 4.75 mm and collecting good quality earth for measurement including stacking.<br>
od91580/2024_2025 : SKF - OD 2/2022-2023 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)
od91449/2024_2025 : SKF - OD 3/2022-2023 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)
od91450/2024_2025 : SKF - OD 4/2022-2023 Spreading of earth and jamuna sand in the required thickness as per direction of officer - in- charge including all cost of labour charges, hire charges of machineries etc. complete.(cost of earth and jamuna sand to be paid separately).(Based on CPWD 30.2.8)
od91451/2024_2025 : SKF - OD 5/2022-2023 Consolidation of subgrade with power road roller of 8 to 12 tonne capacity with road roller including making good the undulations etc.including all cost of labour charges, hire charges of machineries, fuel,oil etc. complete.(Based on CPWD 16.1)
od195659/2024_2025 : Supply and installation of fixed type 11's Football Goal Post(7.32 m x 2.44 m x 2.44 m ) made of pipe 10 cm dia GI pipe with nylon net as per direction of Engineer in charge
Cricket practice pitch
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)
od91623/2024_2025 : Providing & laying vacuum dewatered flooring using M20 grade Concrete 1:11/2:3 (1 cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size) shall be laid by vacuum dewatering process including vibrating concrete by using screed vibrator of approved make equipment, finishing the top surface to required level and grade using power trowels of standard make etc. complete as per specifications and directions of Engineer-in-charge. Rate including all cost of materials, hire charges of machineries and all labour charges including curing the finished concrete surface but excluding cost of reinforcement. (Based on DSR 16.75)
4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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
od91625/2024_2025 : Supply and installation of artificial Cricket Turf (Brand: Bellinturf/BellinturfW, Royal/equivalent) having loop Pile Type of 5500 Dtex, Pile Height of 15 MM +/- 1 MM, 3/16” , Stitch Rate of 33/ 10 cm +/-3%, Density: 69300/sq. m+/-3%, Backing: PP Cloth + Mesh + SBR. The rate is inclusive of installation using high bond adhesive of Fevicol SR 998/equivalent, marking of wicket area etc as per the drawing and methodology as per the direction of engineer in charge.
od91628/2024_2025 : Supply of standard size cricket wicket set including wooden stumps,wooden bails with heavy duty iron spring base stand for net practice.
od136189/2024_2025 : 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 (Based on CPWD 50.10.2)
od136193/2024_2025 : Supply and installation of high-quality nylon sports nets for covering the filed upto 6m height and top of the field in mesh size 50x50 mm including strengthening with 2 mm dia wire as required complete as per the direction of Engineer-in-charge.
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
Inauguration Stone
od138536/2024_2025 : SKF_OD 16/2022-2023 Providing and fixing 18 mm thick gang saw cut, mirror polished, pre-moulded and pre polished, machine cut for inauguration granite stone of required size, approved shade, colour and texture laid over 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) joint treated with white cement, mixed with matching pigment, epoxy touchups including rubbing, curing etc. complete at all levels. Area of slab over 0.50 sqm
16.21 : Engraving letters in hard stone
ENVIS HEIGHTS PRIVATE LIMITED (BID ID -2023982)
Bidder Name
ENVIS HEIGHTS PRIVATE LIMITED
TEAMCONSTRUCTIONS
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1129906.pdf
boq_comp_chart.xlsx
xlsx
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