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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹7.0 LAdmitted-Finance | ₹7.0 L | Admitted-Finance |
| Sl No | Description | Qty | Unit | SUSEENDRAN V |
|---|---|---|---|---|
| 1.00Repair of floor and drain at batch storage tank | ||||
| 1.01 | 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 | 47.86 | cum | 13,624.2 ₹16,076.56 |
| 1.02 | 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, etc complete as directed by the Engineer-in-Charge | 40.01 | cum | 24,629.79 ₹29,063.15 |
| 1.03 | 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) | 2.87 | cum | 30,491.27 ₹35,979.70 |
| 1.04 | Labor charges for Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x15 cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete as per the direction of the Engineer in charge | 8.78 | cum | 35,651.06 ₹42,068.25 |
| 1.05 | Labor charges for Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for super structure up to floor two level with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete as per the direction of the Engineer in charge | 9.69 | cum | 48,941.5 ₹57,750.97 |
| 1.06 | Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 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). | 5.3 | cum | 80,967.56 ₹95,541.72 |
| 1.07 | Centering and shuttering including strutting, etc. and removal of form for:
Suspended floors, roofs, landings, balconies and access platform | 36.34 | Sqm | 39,432.88 ₹46,530.80 |
| 1.08 | Centering and shuttering including strutting, etc. and removal of form for:
Lintels, beams, plinth beams, girders bressumers and cantilevers | 13.2 | Sqm | 11,411.69 ₹13,465.79 |
| 1.09 | 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 | 473.56 | Kg | 61,913.63 ₹73,058.08 |
Updated dates
Tender Value
₹5.3 L
EMD Value
₹13,130
Closing Date
15 Dec 2025, 6:00 pmClosed
HOD(C)
Travancore Titanium Products Limited Kochuveli Thiruvananthapuram 21
Construction of cabin for Weigh Bridge in NP
2025_TTPL_820707_1
TTP/CD/CN/NC-17/Construction of Cabin_Weigh Bridge_NP/C/25-26
Open Tender
Civil Works - Others
Travancore Titanium Products Limited
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,298
Yes
₹13,130
Yes
2 Feb 2026
15 Nov 2025
17 Dec 2025
15 Nov 2025
15 Dec 2025
15 Nov 2025
15 Nov 2025 - 15 Dec 2025
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
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, etc complete as directed by the Engineer-in-Charge
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)
Labor charges for Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x15 cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete as per the direction of the Engineer in charge
Labor charges for Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for super structure up to floor two level with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete as per the direction of the Engineer in charge
Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 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).
Centering and shuttering including strutting, etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform
Centering and shuttering including strutting, etc. and removal of form for: Lintels, beams, plinth beams, girders bressumers and cantilevers
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
12 mm cement plaster of mix: 1:6 (1 cement : 6 fine sand).
12 mm cement plaster of mix: 1:4 ( 1 cement : 4 coarse sand)
12 mm cement plaster finished with a floating coat of neat cement of mix: 1:4 ( 1 cement : 4 fine sand)
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface: Water thinnable cement primer
Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade: Two or more coats on new work
Providing and fixing PVC pipes including fixing the pipe with clamps/ clips/ at 1.00 m spacing . This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 110 mm dia 6 Kgf/cm2 - External work- Exposed on wall
Providing and fixing factory made uPVC white colour casement/ Casement cum fixed glazed door comprising of uPVC multi-chambered frame, sash and mullion(where ever required) extruded profiles duly reinforced with 1.60 +/- 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, zinc alloy (white powder coated) 3D hinges and one handle on each side of panels along with zinc plated mild steel multi point locking having transmission gear, cylinder with keeps and one side key, G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws, etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge.Casement door with 3D hinges made of (big series) frame 67 x 64 mm & sash 67x 110 mm both having wall thickness of 2.3 +/- 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of door upto 2.50 sqm).
Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 +/- 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. Two track two panels sliding window made of (small series) frame 52 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriate dimension. (Area of window upto 1.75 sqm
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