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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.1 LAccepted-Finance ANAKALLINGAL HOUSE NHANGATTIRI 679303 | PALAKKAD | KERALA | 679303 | L1 | Accepted-Finance L1 | |
| 2 | L2₹16.4 L+₹27,096.44 (1.68%)Accepted-Finance | L2 | Accepted-Finance L2 | |
| 3 | L3₹16.4 L+₹35,579.30 (2.21%)Rejected-Finance MANIYARATH NHANGATTIRI PO NIRMALA THRITHALA 679303 | PALAKKAD | KERALA | 679303 | L3 | Rejected-Finance L3 | |
| 4 | L4₹16.9 L+₹77,942.63 (4.85%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹16.9 L+₹86,416.52 (5.37%)Rejected-Finance | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | Moidunni P.P-Works contractor L5 | MANSOOR K L2 | Mohanan P-Works Contractor L4 | Subhash M-Works contractor,Peringode L3 | RIYAS A K L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00Extension of Building | ||||||||
| 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 | 20.66 | cum | 7,279.03 ₹1,50,370.2 | 7,024.26 ₹1,45,107.16 | 7,242.63 ₹1,49,618.25 | 7,060.66 ₹1,45,859.11 | 6,907.8 ₹1,42,701.33 Lowest |
| 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). | 25.44 | cum | 13,442.14 ₹3,41,927.72 | 12,971.67 ₹3,29,960.37 | 13,374.93 ₹3,40,218.09 | 13,038.88 ₹3,31,669.99 | 12,756.59 ₹3,24,489.38 Lowest |
| 1.00 | 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) | 110.88 | kg | 584.72 ₹64,833.75 | 564.25 ₹62,564.04 | 581.8 ₹64,509.98 | 567.18 ₹62,888.92 | 554.9 ₹61,527.31 Lowest |
| 1.00 | 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) | 92.4 | kg | 708.24 ₹65,441.38 | 683.45 ₹63,150.78 | 704.7 ₹65,114.28 | 686.99 ₹63,477.88 | 672.12 ₹62,103.89 Lowest |
| 1.00 | 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) | 22.27 | sqm | 1,278.82 ₹28,485.72 | 1,234.06 ₹27,488.69 | 1,272.43 ₹28,343.38 | 1,240.46 ₹27,631.25 | 1,213.6 ₹27,032.94 Lowest |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 217.23 | sqm | 369.76 ₹80,321.49 | 356.82 ₹77,510.58 | 367.91 ₹79,919.62 | 358.67 ₹77,912.45 | 350.9 ₹76,224.6 Lowest |
| 1.01 | 13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | 315.42 | sqm | 317.31 ₹1,00,085.29 | 306.2 ₹96,580.99 | 315.72 ₹99,583.77 | 307.79 ₹97,082.51 | 301.13 ₹94,981.82 Lowest |
| 1.01 | 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 | 2,290.4 | kg | 112.43 ₹2,57,509.45 | 108.49 ₹2,48,485.28 | 111.87 ₹2,56,226.82 | 109.06 ₹2,49,790.81 | 106.7 ₹2,44,385.47 Lowest |
| 1.01 | 11.46.2:Providing and laying Vitrified tiles indifferent sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm | 96.87 | sqm | 1,839.01 ₹1,78,141.22 | 1,774.64 ₹1,71,905.83 | 1,829.81 ₹1,77,250.04 | 1,783.84 ₹1,72,797.01 | 1,745.22 ₹1,69,055.97 Lowest |
Tender Value
₹16.9 L
EMD Value
₹42,367
Closing Date
26 Sept 2026, 5:00 pmClosed
Assistant Engineer
Office of Assistant Engineer, LID EW Section, Nagalassery Gramapanchayath, Koottanad
Annual Plan 2026-2027, Nagalassery Gramapanchayath, Project No- 153, Construction of Gender Resource Centre Above Kudumbasree Building - Extension of Kudumbasree Building
2026_LSGD_869154_1
02-AE-LIDEW-NGP-2026-2027
Open Tender
Civil Works - Buildings
Item Rate
180 days
Office of Assistant Engineer, Nagalassery GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹42,367
Yes
9 Oct 2026
15 Sept 2026
28 Sept 2026
15 Sept 2026
26 Sept 2026
15 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Extension of Building | |||||
| 1.001 | 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 | 20.66 | cum | - | - |
| 1.002 | 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). | 25.44 | cum | - | - |
| 1.003 | 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) | 110.88 | kg | - | - |
| 1.004 | 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) | 92.4 | kg | - | - |
| 1.005 | 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) | 22.28 | sqm | - | - |
| 1.006 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 217.23 | sqm | - | - |
| 1.007 | 13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | 315.42 | sqm | - | - |
| 1.008 | 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 | 2,290.4 | kg | - | - |
| 1.009 | 11.46.2:Providing and laying Vitrified tiles indifferent sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm | 96.87 | sqm | - | - |
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