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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.1 LAccepted-AOC | ₹3.1 L | 1 | Accepted-AOC lowest |
| 2 | 2₹3.2 LRejected-Finance | ₹3.2 L | 2 | Rejected-Finance Reject |
| 3 | 3₹3.5 LRejected-Finance A V HOUSE RAMAPURAM P O MALAPPURAM 679321 | RAMAPURAM | MALAPPURAM | KERALA | 679321 | ₹3.5 L | 3 | Rejected-Finance Reject |
| Sl No | Description | Qty | Unit | ABDULLA A.K. L3 | NOUFEL L2 | fasalu rahman nellisseri L1 |
|---|---|---|---|---|---|---|
| 1.00renovation works | ||||||
| 1.00 | OD409950/2025-2026:Demolishing Hollow block masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | 1.13 | cum | 853.71 ₹961.28 | 774 ₹871.52 | 768.33 ₹865.14 |
| 1.00 | 50.6.1.5: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 up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 18.2 | cum | 6,604.31 ₹1,20,185.23 | 5,987.68 ₹1,08,963.8 | 5,943.1 ₹1,08,152.53 |
| 1.00 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 19.2 | sqm | 880.05 ₹16,896.96 | 797.88 ₹15,319.3 | 791.73 ₹15,201.22 |
| 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 derived from natural sources) | 2.16 | cum | 11,144.91 ₹24,073.01 | 10,104.33 ₹21,825.35 | 10,030 ₹21,664.8 |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 4.68 | sqm | 665.68 ₹3,115.38 | 603.53 ₹2,824.52 | 599 ₹2,803.32 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 6.99 | sqm | 838.77 ₹5,863 | 760.46 ₹5,315.62 | 754.89 ₹5,276.68 |
| 1.01 | 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 | 10.72 | metre | 199.06 ₹2,133.92 | 180.48 ₹1,934.75 | 179 ₹1,918.88 |
| 1.01 | 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 | 147.91 | kilogram | 98.09 ₹14,508.79 | 88.94 ₹13,155.38 | 88 ₹13,016.34 |
| 1.01 | 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). | 1.71 | cum | 11,729.51 ₹19,998.81 | 10,634.35 ₹18,131.57 | 10,556 ₹17,997.98 |
Tender Value
₹3.7 L
EMD Value
₹9,257
Closing Date
3 Feb 2026, 11:00 amClosed
Assistant Engineet
Office of the Assistant engineer, LID EW Section, Puzhakkattiri GP
Annual Plan-Project No.168/2025-26-Construction of Thekkepuram Anganvadi Sthree Saktheekarana kendram in ward no.17 of Puzhakkattiri GP-General Civil Work
2026_LSGD_830203_2
AE/LIDEW/PKTY/09/2025-26
Open Tender
Civil Works - Buildings
335 days
Thekkepuram
Please refer Tender documents.
10 documents required · 10 mandatory
₹820
Yes
₹9,257
Yes
8 Jul 2026
27 Jan 2026
5 Feb 2026
27 Jan 2026
3 Feb 2026
27 Jan 2026
renovation works
OD409950/2025-2026:Demolishing Hollow block masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar
50.6.1.5: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 up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
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 derived from natural sources)
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
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
5.22.6: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
5.3: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).
50.10.2:Steel work for purlin/single section 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
OD41811/2025-2026:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.35 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length up to 12 meter or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete up to any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
50.18.9.18.1:Providing and fixing PVC pipes including fixing the pipe with clamps/clips at 1.00 m spacing. This included jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 75 mm dia 6Kgf/cm2 - External work- Exposed on wall
50.9.1.1:Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately), using good quality Anjili wood /jack wood
10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
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