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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC | ₹1.3 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.5 Cr+₹12.0 L (8.97%)Rejected-Finance | ₹1.5 Cr+₹12.0 L (8.97%) | L2 | Rejected-Finance L2 |
| 3 | L3₹1.5 Cr+₹13.5 L (10.1%)Rejected-Finance | ₹1.5 Cr+₹13.5 L (10.1%) | L3 | Rejected-Finance L3 |
| 4 | L4₹1.5 Cr+₹13.6 L (10.2%)Rejected-Finance | ₹1.5 Cr+₹13.6 L (10.2%) | L4 | Rejected-Finance L4 |
| 5 | L5₹1.5 Cr+₹13.6 L (10.2%)Rejected-Finance | ₹1.5 Cr+₹13.6 L (10.2%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | RTF INFRA PRIVATE LIMITED L8 | J S Subhash Chandra Babu L7 | sarathchandran L3 | Vanchimalayil Builders L6 | Shaji sivanandan L2 | SHABU B. L1 | M K KAVITHA L5 | ISRAYEL Y L L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00construction | |||||||||||
| 1.00 | 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 | 385.35 | cum | 350 ₹1,34,872.85 | 356.69 ₹1,37,450.85 | 327.28 ₹1,26,117.68 | 300 ₹1,15,605.3 Lowest | 331 ₹1,27,551.18 | 300 ₹1,15,605.3 Lowest | 327.6 ₹1,26,240.99 | 327.6 ₹1,26,240.99 |
| 1.00 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 28.38 | cum | 3,000 ₹85,134 | 2,495.67 ₹70,822.12 | 2,289.85 ₹64,981.36 | 2,400 ₹68,107.2 | 2,315 ₹65,695.07 | 2,000 ₹56,756 Lowest | 2,292.16 ₹65,046.92 | 2,292.16 ₹65,046.92 |
| 1.00 | 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) | 41.68 | cum | 8,500 ₹3,54,288.5 | 7,865.9 ₹3,27,858.58 | 7,217.17 ₹3,00,818.86 | 7,310 ₹3,04,688.11 | 7,300 ₹3,04,271.3 | 6,000 ₹2,50,086 Lowest | 7,224.47 ₹3,01,123.13 | 7,224.46 ₹3,01,122.72 |
| 1.00 | 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 | 216.98 | cum | 11,500 ₹24,95,281.5 | 10,400.2 ₹22,56,645.8 | 9,542.46 ₹20,70,532.51 | 9,648 ₹20,93,432.69 | 9,650 ₹20,93,866.65 | 8,500 ₹18,44,338.5 Lowest | 9,552.11 ₹20,72,626.38 | 9,552.1 ₹20,72,624.21 |
| 1.00 | 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) | 45.02 | cum | 15,000 ₹6,75,360 | 12,664.33 ₹5,70,198.79 | 11,619.85 ₹5,23,172.13 | 11,755 ₹5,29,257.12 | 11,000 ₹4,95,264 Lowest | 11,000 ₹4,95,264 Lowest | 11,631.6 ₹5,23,701.16 | 11,631.59 ₹5,23,700.71 |
| 1.01 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 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). | 231.74 | cum | 15,000 ₹34,76,055 | 13,328.63 ₹30,88,736.73 | 12,229.37 ₹28,33,997.52 | 12,390 ₹28,71,221.43 | 12,000 ₹27,80,844 | 11,256 ₹26,08,431.67 Lowest | 12,241.73 ₹28,36,861.79 | 12,241.73 ₹28,36,861.79 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 365.4 | sqm | 500 ₹1,82,700 | 382.9 ₹1,39,911.66 | 351.32 ₹1,28,372.33 | 360 ₹1,31,544 | 355 ₹1,29,717 | 300 ₹1,09,620 Lowest | 351.67 ₹1,28,500.22 | 351.67 ₹1,28,500.22 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 1,001.63 | sqm | 850 ₹8,51,387.2 | 756.44 ₹7,57,674.51 | 694.06 ₹6,95,192.71 | 720 ₹7,21,175.04 | 700 ₹7,01,142.4 | 638 ₹6,39,041.22 Lowest | 694.76 ₹6,95,893.85 | 694.75 ₹6,95,883.83 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 488.32 | sqm | 1,000 ₹4,88,320 | 1,000.03 ₹4,88,334.65 | 917.55 ₹4,48,058.02 | 940 ₹4,59,020.8 | 930 ₹4,54,137.6 | 844 ₹4,12,142.08 Lowest | 918.48 ₹4,48,512.15 | 918.48 ₹4,48,512.15 |
Tender Value
₹1.7 Cr
EMD Value
₹50,000
Closing Date
30 Jun 2025, 5:00 pmClosed
Executive Engineer
Executive Engineer Main office Thiruvananthapuram Corporation
Pr.no S1969/25 Construction of commercial complex building at kuravankonam in trivandrum municipal corperation-1
2025_LSGD_770599_1
10/E16/ 1626088/24/tender 2025/26SE
Open Tender
Civil Works - Buildings
Item Rate
180 days
Thiruvananthapuram Corporation
Please refer Tender documents.
9 documents required · 9 mandatory
₹6,508
Yes
₹50,000
Yes
16 Jan 2026
20 Jun 2025
2 Jul 2025
20 Jun 2025
30 Jun 2025
20 Jun 2025
Amount
construction
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
15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
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
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)
5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 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).
5.9.1: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
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5.9.7:Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases)
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
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
5.22.6: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
50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete.
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
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
11.47.2:Providing and laying Vitrified 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 brand & manufacturer,in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 600x600 mm
11.47.3:Providing and laying Vitrified 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 brand & manufacturer,in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of Tile 800x800 mm
11.48.2:Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg). including filling /grouting and finishing complete as per direction of Engineer-in-charge.Size of Tile 600x600 mm
11.48.3:Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg). including filling /grouting and finishing complete as per direction of Engineer-in-charge.Size of Tile 800x800mm
56.18.1:Structural design of building up to 1000 m2
56.18.2:Structural design of building for additional area.
Shaji sivanandan (BID ID -2236447)
sarathchandran (BID ID -2236117)
ISRAYEL Y L (BID ID -2235852)
M K KAVITHA (BID ID -2236659)
Vanchimalayil Builders (BID ID -2236327)
J S Subhash Chandra Babu (BID ID -2236092)
RTF INFRA PRIVATE LIMITED (BID ID -2235638)
Bidder Name
J S Subhash Chandra Babu
Shaji sivanandan
SHABU B.
M K KAVITHA
Vanchimalayil Builders
RTF INFRA PRIVATE LIMITED
ISRAYEL Y L
sarathchandran
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