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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.8 LAccepted-AOC | ₹7.8 L | 1 | Accepted-AOC LOWEST APPROVED |
| 2 | Rejected-Technical | - | - | Rejected-Technical LOWEST APPROVED |
| 3 | Rejected-Technical | - | - | Rejected-Technical LOWEST APPROVED |
| 4 | Rejected-Technical | - | - | Rejected-Technical LOWEST APPROVED |
| Sl No | Description | Qty | Unit | PRAMOD K M L2 | ABDUL RASHID P L4 | NIHAL AHAMMED P L1 | Bimal EN L3 |
|---|---|---|---|---|---|---|---|
| 1.00BUILDING WORK | |||||||
| 1.00 | 15.7.4:Demolishing brick work 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 | 1.26 | cum | 1,950 ₹2,464.80 | 1,956 ₹2,472.38 | 1,791.81 ₹2,264.85 | 1,950 ₹2,464.80 |
| 1.00 | 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. | 18.96 | cum | 6,500 ₹1.2 L | 6,906 ₹1.3 L | 6,082.02 ₹1.2 L | 6,900 ₹1.3 L |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 14.46 | sqm | 670 ₹9,688.20 | 700 ₹10,122 | 641.81 ₹9,280.57 | 650 ₹9,399 |
| 1.00 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 5.12 | sqm | 900 ₹4,608 | 926 ₹4,741.12 | 848.49 ₹4,344.27 | 900 ₹4,608 |
| 1.00 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 26.58 | sqm | 880 ₹23,390.40 | 938 ₹24,932.04 | 859.76 ₹22,852.42 | 910 ₹24,187.80 |
| 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 | 36.9 | metre | 200 ₹7,380 | 209 ₹7,712.10 | 191.93 ₹7,082.22 | 200 ₹7,380 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 70.1 | sqm | 850 ₹59,585 | 882 ₹61,828.20 | 808.7 ₹56,689.87 | 820 ₹57,482 |
| 1.01 | 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) | 0.26 | cum | 11,500 ₹2,944 | 11,731 ₹3,003.14 | 10,737 ₹2,748.67 | 11,731 ₹3,003.14 |
| 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). | 12.45 | cum | 11,800 ₹1.5 L | 12,346 ₹1.5 L | 11,308.86 ₹1.4 L | 12,300 ₹1.5 L |
Tender Value
₹8.5 L
EMD Value
₹21,185
Closing Date
26 Feb 2026, 6:00 pmClosed
ASISTANT ENGINEER LSGD SECTION KIZHAKKOTH GP
ASISTANT ENGINEER LSGD SECTION KIZHAKKOTH GP
CIVIL WORK - BUILDINGS
2026_LSGD_837991_1
21/2025/AE/LIDEW/KKTH
Open Tender
Civil Works - Buildings
ASISTANT ENGINEER LSGD SECTION KIZHAKKOTH GP
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,870
Yes
₹21,185
Yes
30 Mar 2026
19 Feb 2026
28 Feb 2026
19 Feb 2026
26 Feb 2026
19 Feb 2026
BUILDING WORK
15.7.4:Demolishing brick work 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
50.6.1.2: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.
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
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
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
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)
5.3: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
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
OD408126/2025-2026:Providing and fixing galvalume steel sheet door of size 2050x1200x70 mm M/L wall covered with B/H with multi locking system equiped with toughened glass panels to the left adding both functionality and aesthetic appeal, same as the models namely PORTIA DCW 120 , ROYAL DCW etc all complete as per directions of Engineer-in-Charge
21.1.1.2:Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately): For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron)
21.1.2.2:For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required (Fittings shall be paid for separately)Powder coated aluminium (minimum thickness of powder coating 50 micron)
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)
9.48.2: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
4.1.3: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 (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
10.26.3:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes
10.25.1: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 stringers, treads,landings etc. of stair cases, including use of chequered plate wherever required, all complete
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