Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.7 LAccepted-AOC ALUMVILAYIL HOUSE MELOODE P O ADOOR PATHANAMTHITTA | ADOOR | PATHANAMTHITTA | KERALA | 691523 | ₹43.7 L | L1 | Accepted-AOC lowest bidder |
| 2 | L2₹43.8 LRejected-Finance | ₹43.8 L | L2 | Rejected-Finance IInd Lowest Bidder |
| 3 | L3₹46.0 LRejected-Finance | ₹46.0 L | L3 | Rejected-Finance 3rd lowest bidder |
| 4 | L4₹46.1 LRejected-Finance | ₹46.1 L | L4 | Rejected-Finance 4TH LOWEST BIDDER |
| Sl No | Description | Qty | Unit | GNATH BUILDERS AND DEVELOPERS L2 | A.K. SANTHOSH KUMAR L1 | AKHIL VS L3 | T T SEBASTIAN L4 |
|---|---|---|---|---|---|---|---|
| 1.00detailed estimate | |||||||
| 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. | 3.38 | cum | 3,600 ₹12,150 | 3,223 ₹10,877.63 | 3,500 ₹11,812.50 | 3,395 ₹11,458.13 |
| 1.00 | 15.28.1:Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet | 28.05 | sqm | 150 ₹4,207.50 | 149 ₹4,179.45 | 170 ₹4,768.50 | 157 ₹4,403.85 |
| 1.00 | OD216376/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Excess or less cement used as per design mix is not payable or recoverable seperately. (All work above plinth level upto floor V level) | 63.15 | cum | 10,000 ₹6.3 L | 11,399 ₹7.2 L | 12,000 ₹7.6 L | 12,009 ₹7.6 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 | 9,858.12 | kg | 99 ₹9.8 L | 98 ₹9.7 L | 104 ₹10.3 L | 103.6 ₹10.2 L |
| 1.00 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 232.59 | sqm | 850 ₹2.0 L | 845 ₹2.0 L | 950 ₹2.2 L | 888 ₹2.1 L |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 180.28 | sqm | 750 ₹1.4 L | 669 ₹1.2 L | 750 ₹1.4 L | 704 ₹1.3 L |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 112.56 | sqm | 850 ₹95,676 | 885 ₹99,615.60 | 900 ₹1.0 L | 932 ₹1.0 L |
| 1.01 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 33.54 | sqm | 850 ₹28,509 | 896 ₹30,051.84 | 900 ₹30,186 | 944 ₹31,661.76 |
| 1.01 | 50.6.1.6: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 super structure above floor two level upto floor five level thickness 20cm and above in : CM 1:6 ( 1 cement : 6 coarse sand sand) etc complete | 70.15 | cum | 8,000 ₹5.6 L | 7,480 ₹5.2 L | 8,400 ₹5.9 L | 7,863 ₹5.5 L |
Tender Value
₹49.9 L
EMD Value
₹50,000
Closing Date
13 Feb 2026, 4:00 pmClosed
EXECUTIVE ENGINEER
Executive Engineer,Buildings Division Pathanamthitta
GENERAL Construction Of Academic Block on the Second Floor Of Department Block IHRD College Of Engineering Adoor workGeneral Civil Work
2026_PWD_834104_1
PWD BLDG TR 21503 2025
Open Tender
Civil Works - Buildings
300 days
PATHANAMTHITTA
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
1 Jun 2026
6 Feb 2026
17 Feb 2026
6 Feb 2026
13 Feb 2026
6 Feb 2026
detailed estimate
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.
15.28.1:Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet
OD216376/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Excess or less cement used as per design mix is not payable or recoverable seperately. (All work above plinth level upto floor V level)
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
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
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
5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges
50.6.1.6: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 super structure above floor two level upto floor five level thickness 20cm and above in : CM 1:6 ( 1 cement : 6 coarse sand sand) etc complete
50.6.2.3:Solid block 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 above floor two level upto floor five level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete
13.4.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)
13.16.1:6 mm cement plaster 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
5.30:Add for plaster drip course / groove in plastered surface or moulding to R.C.C. projections.
11.41.2: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 600 x 600 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
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
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)
9.147C.2: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. (Single / double glass panes and silicon sealent shall be paid separately). Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable.Casement door with top hung ventilator with 3D and S.S. friction hinges (400 x 19 x 1.9 mm) made of (big series) frame 67 x 64 mm, sash 67 x 110 mm & mullion 67 x 80 mm all 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)
9.48.2:Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings/ wooden frames with rawl plugs screws etc
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
21.3.1:Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer - in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm)
9.147D.3: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. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately) Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable.Two track two panels sliding window made of (big series) frame 67 x 50 mm & sash 46 x 62 mm both having wall thickness of 2.3 +/- 0.2 mm and single glazing bead / double glazing bead of appropriate dimension . (Area of window above 1.75 sqm upto 2.50 sqm).
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.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
viewsbd.pdf
Tender Documents • 1.64 MB
BOQ_1402963.xls
BOQ • 0.32 MB
2_Preliminary_FormBL.pdf
Tender Documents • 0.28 MB
3_Integrity_Form.pdf
Tender Documents • 0.32 MB
1_FormofTender.pdf
Tender Documents • 0.23 MB
6_ePayment_Form.pdf
Tender Documents • 0.22 MB
4_Affidavit_Form.pdf
Tender Documents • 0.23 MB
Download all tender documents and submit your bid