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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹49.4 LAccepted-AOC 233 CHUDUKATTIL VAZHAPPALLY P O CHANGANACHERRY KOTTAYAM 686 103 | CHANGANACHERRY | KOTTAYAM | KERALA | 686103 | ₹49.4 L | 1 | Accepted-AOC Lowest |
| 2 | 2₹50.3 L+₹88,253.49 (1.79%)Rejected-AOC | ₹50.3 L+₹88,253.49 (1.79%) | 2 | Rejected-AOC second lowest |
| 3 | 3₹57.3 L+₹7.9 L (16.1%)Rejected-AOC | ₹57.3 L+₹7.9 L (16.1%) | 3 | Rejected-AOC Third lowest |
| Sl No | Description | Qty | Unit | Romi Roji L3 | WE CARE TOTAL BUILDING SOLUTIONS L1 | Chellathurai A L2 |
|---|---|---|---|---|---|---|
| 1.00ENTRY MAINTANANCE WORK | ||||||
| 1.00 | 15.56:Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | 8 | sqm | 62.16 ₹497.28 | 50 ₹400 Lowest | 56 ₹448 |
| 1.00 | 15.12.1:Dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:Of area 3 sq. metres and below | 20 | each | 417.51 ₹8,350.2 | 350 ₹7,000 Lowest | 376 ₹7,520 |
| 1.00 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 1.2 | cum | 2,768.62 ₹3,322.34 | 2,200 ₹2,640 Lowest | 2,491 ₹2,989.2 |
| 1.00 | 15.7.1: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 mud mortar | 4.88 | cum | 801.61 ₹3,911.86 | 1,000 ₹4,880 | 711 ₹3,469.68 Lowest |
| 1.00 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | 12 | cum | 802.32 ₹9,627.84 | 750 ₹9,000 | 712 ₹8,544 Lowest |
| 1.01 | 21.1.1.1: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 portionAnodised aluminium (anodised transparent or dyed to required shade according to IS : 1868, Minimum anodic coating of grade AC 15) | 146.88 | kg | 598.62 ₹87,925.31 | 650 ₹95,472 | 529 ₹77,699.52 Lowest |
| 1.01 | 21.1.2.1: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)Anodised aluminium ( anodised transparent or dyed to required shade according to IS : 1868, Minimum anodic coating of grade AC 15) | 51.41 | kg | 733.62 ₹37,713.94 | 650 ₹33,415.2 | 640 ₹32,901.12 Lowest |
| 1.01 | 9.7.7.1:Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured), Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick:4 mm thick glass pane (weight not less than 10kg/sqm). | 25.25 | sqm | 2,616.9 ₹66,076.73 | 2,300 ₹58,075 | 2,255 ₹56,938.75 Lowest |
| 1.01 | 10.6.3:Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x0.90 mm M.S. laths with 0.90 mm thick to cover | 20.4 | sqm | 3,750.49 ₹76,510 | 3,400 ₹69,360 | 3,375 ₹68,850 Lowest |
Tender Value
₹61.6 L
EMD Value
₹50,000
Closing Date
6 Aug 2026, 3:00 pmClosed
Executive Engineer KOTTAYAM DIVISION
Executive Engineer Kottayam Division KSHB
Kanjikkuzhi shoping complex Retro fitting and maintenance
2026_KSHB_860268_2
02/2026-2027/DB/KSHB/KTM
Open Tender
Civil Works - Buildings
Item Rate
Kottayam
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,950
Yes
₹50,000
Yes
Kottayam
8 Sept 2026
29 Jul 2026
7 Aug 2026
29 Jul 2026
6 Aug 2026
29 Jul 2026
29 Jul 2026 - 6 Aug 2026
3 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ENTRY MAINTANANCE WORK | |||||
| 1.001 | 15.56:Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | - | sqm | - | - |
| 1.002 | 15.12.1:Dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:Of area 3 sq. metres and below | - | each | - | - |
| 1.003 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 1 | cum | - | - |
| 1.004 | 15.7.1: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 mud mortar | 1 | cum | - | - |
| 1.005 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | - | cum | - | - |
| 1.006 | 21.1.1.1: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 portionAnodised aluminium (anodised transparent or dyed to required shade according to IS : 1868, Minimum anodic coating of grade AC 15) | 1 | kg | - | - |
| 1.007 | 21.1.2.1: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)Anodised aluminium ( anodised transparent or dyed to required shade according to IS : 1868, Minimum anodic coating of grade AC 15) | - | kg | - | - |
| 1.008 | 9.7.7.1:Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured), Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick:4 mm thick glass pane (weight not less than 10kg/sqm). | - | sqm | - | - |
| 1.009 | 10.6.3:Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x0.90 mm M.S. laths with 0.90 mm thick to cover | 1 | sqm | - | - |
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