Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.9 LAccepted-AOC | ₹7.9 L | L1 | Accepted-AOC I Lowest |
| 2 | L2₹10.2 LRejected-AOC | ₹10.2 L | L2 | Rejected-AOC II Lowest |
| Sl No | Description | Qty | Unit | B V Prakash L1 | WEBUILD PRIVATE LIMITED L2 |
|---|---|---|---|---|---|
| 1.00Appendix-1 Ramp | |||||
| 1.00 | 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. | 8.8 | cum | 3,486.99 ₹30,692.49 | 5,300 ₹46,650.60 |
| 1.00 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° 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) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 8.8 | cum | 12,765.26 ₹1.1 L | 15,800 ₹1.4 L |
| 1.00 | 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 | 880.2 | kg | 106.76 ₹93,970.15 | 135 ₹1.2 L |
| 1.00 | 26.28.1:Chipping of unsound/weak concrete material from slabs, beams, columns etc.
with manual Chisel and/ or by standard power driven percussion type or of
approved make including tapering of all edges, making square shoulders of
cavities including cleaning the exposed concrete surface and reinforcement
with wire brushes etc. and disposal of debris for all lead and lifts all complete
as per direction of Engineer-In-Charge75mm average thickness | 24.2 | sqm | 371.52 ₹8,990.78 | 500 ₹12,100 |
| 1.00 | 26.29.1:Cleaning of reinforcement from rust from the reinforcing bars to give it a total
rust free steel surface by using alkaline chemical rust remover of approved
make with paint brush and removing loose particles after 24 hours of its
application with wire brush and thoroughly washing with water and allowing
it to dry, all complete as per direction of Engineer-In-Charge.Bars upto 12 mm diameter | 168 | metre | 7.92 ₹1,330.56 | 10 ₹1,680 |
| 1.01 | OD179453/2024-2025:Providing and applying anti corrosive coating on reinforcement with epoxy zinc rich primer as per specification and direction of Engineer-in-charge complete in all respect | 24.2 | sqm | 172.2 ₹4,167.24 | 500 ₹12,100 |
| 1.01 | 26.31.2:Providing, mixing and applying bonding coat of approved adhesive on chipped
portion of RCC as per specifications and direction of Engineer-In-charge
complete in all respect.Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make | 24.2 | sqm | 464.97 ₹11,252.27 | 640 ₹15,488 |
| 1.01 | 26.32.1:Providing, mixing and applying SBR polymer (of approved make) modified
Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with
polymer minimum 2% by wt. of cement used) as per specifications and
directions of Engineer-in-charge.
Note: Measurement and payment: The pre-measurement of thickness shall be
done just after the surface preparation is completed and Payment under this
item shall be made only after proper wet curing has been done and surface
has been satisfactorily evaluated by sounding / tapping with a blunt metal
instrument and/or the 75mm size cube crushing strength at the end of 28 days
to be not less than 30 N/Sqmm2).12 mm average thickness. | 24.2 | sqm | 396.55 ₹9,596.51 | 490 ₹11,858 |
| 1.01 | 14.72:Providing and fixing double scaffolding system (cup lock type) on the exterior side, upto seven story hight made with 40 mm dia. M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staricase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required location with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in Charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. Note:- This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done . | 326.2 | sqm | 339.39 ₹1.1 L | 500 ₹1.6 L |
Tender Value
₹8.5 L
EMD Value
₹21,186
Closing Date
26 Feb 2026, 3:00 pmClosed
Assistant Executive Engineer
Special Buildings Subdivision, Ayurveda College, Thiruvananthapuram
GENERAL-Repair and Rehabilitation of Hospital and Administration Building, GHMCT Repair and Rehabilitation-General Civil Work-1
2026_PWD_838546_1
PWD/BLDG/TR/12983/2024_5_1_1/1
Open Tender
Civil Works - Buildings
180 days
Thiruvananthapuram
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,870
Yes
₹21,186
Yes
17 Mar 2026
20 Feb 2026
28 Feb 2026
20 Feb 2026
26 Feb 2026
20 Feb 2026
Appendix-1 Ramp
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.
5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° 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) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).
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
26.28.1:Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge75mm average thickness
26.29.1:Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge.Bars upto 12 mm diameter
OD179453/2024-2025:Providing and applying anti corrosive coating on reinforcement with epoxy zinc rich primer as per specification and direction of Engineer-in-charge complete in all respect
26.31.2:Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect.Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make
26.32.1:Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqmm2).12 mm average thickness.
14.72:Providing and fixing double scaffolding system (cup lock type) on the exterior side, upto seven story hight made with 40 mm dia. M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staricase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required location with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in Charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. Note:- This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done .
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 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
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.82.1:Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture including applying additional coats wherever required, to achieve even shade and colour.One coat
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
OD161364/2025-2026: Providing and fixing in required crystal compact solid 2.0 mm thick poly carbonate sheet(clear or crystal type surface) in required color and shade including aluminum U groove channel section of standard size and weather resistant Neoprene EPDM rubber gasket to make the fabricated structure water proof. The U groove channel section shall be rigidly to supporting frame work along with the sheet with self taping self drilling steel screws fixed approx 150mm center to center. The open end edges of Poly carbonate sheet shall be provided with aluminum channel of size 10x10x1.5mm and weight not less than 0.20Kg/m with necessary self taping screws. The joints of the structure shall be properly sealed with silicon sealants wherever required so as to make the fabricated structure totally water proof. The rate shall include the cost of all materials, such as aluminum section set and channel, EPDM gasket, self taping screws, nuts bolts and silicon sealant and all the labor and material required to cut, fabricate and fix the structure complete as per direction of Engineer in charge (Cost of supporting steel tubular structural frame work provided shall be paid for separately). Finished sheet area shall be measured for the purpose of payment.
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1412710.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 • 0.04 MB
Tendernotice_1.pdf
PDF • 0.05 MB
epaymentnew.pdf
Tender Documents • 0.05 MB
affidavitnew.pdf
Tender Documents • 0.03 MB
preliminaryagmt.pdf
Tender Documents • 0.25 MB
FormofTender.pdf
Tender Documents • 0.03 MB
IntegrityPact.pdf
Tender Documents • 0.05 MB
viewsbd.pdf
Additional Documents • 1.63 MB
BOQ_1412710.xls
BOQ • 0.31 MB
Download all tender documents and submit your bid