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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹61.4 LAccepted-AOC | ₹61.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹61.6 LRejected-AOC | ₹61.6 L | L2 | Rejected-AOC L2 |
| 3 | L3₹63.5 LRejected-AOC | ₹63.5 L | L3 | Rejected-AOC L3 |
| 4 | L4₹66.1 LRejected-AOC | ₹66.1 L | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | kunhahammed v L3 | Jayan V.P L1 | K HARINARAYANAN L4 | MOHAMMED ARSHAD P A L2 |
|---|---|---|---|---|---|---|---|
| 1.00RENOVATION WORK | |||||||
| 1.00 | 2.9.1:Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.Ordinary rock | 3 | cum | 600 ₹1,800 | 557.34 ₹1,672.02 | 600.67 ₹1,802.01 | 559.64 ₹1,678.92 |
| 1.00 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 1.5 | cum | 7,232 ₹10,848 | 6,735.02 ₹10,102.53 | 7,258.59 ₹10,887.89 | 6,762.79 ₹10,144.19 |
| 1.00 | 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) | 8.13 | cum | 8,330 ₹67,722.9 | 7,841.33 ₹63,750.01 | 8,450.91 ₹68,705.9 | 7,873.66 ₹64,012.86 |
| 1.00 | 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 | 337.5 | kilogram | 102 ₹34,425 | 95.45 ₹32,214.38 | 102.87 ₹34,718.63 | 95.85 ₹32,349.38 |
| 1.00 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 9 | sqm | 702 ₹6,318 | 712.82 ₹6,415.38 | 768.23 ₹6,914.07 | 715.76 ₹6,441.84 |
| 1.01 | OD291581/2025-2026:Providing and fixing aluminium composit panel for door, window, ventilator shutters, cup boards 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 aluminium composit panel of 4.0 mm thickness | 36 | sqm | 1,205 ₹43,380 | 2,191.37 ₹78,889.32 | 2,361.72 ₹85,021.92 | 2,200.4 ₹79,214.4 |
| 1.01 | OD291583/2025-2026:Providing and laying vitrified floor tiles (double charged/full body glazed/mat finished using spacers if neccessary of minimumun dimension of tile 600 mm and above 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 joints with epoxy based sealing compound and matching pigments etc., complete.as per the direction of Engineer in charge.Size of Tile 600 x 600 mm.(vitrified floor tile) | 50 | sqm | 1,750 ₹87,500 | 1,538.1 ₹76,905 | 1,657.67 ₹82,883.5 | 1,544.45 ₹77,222.5 |
| 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) | 104.04 | kg | 544.2 ₹56,618.57 | 462.02 ₹48,068.56 | 497.94 ₹51,805.68 | 463.93 ₹48,267.28 |
| 1.01 | 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 | 319.5 | kg | 162 ₹51,759 | 151.47 ₹48,394.67 | 163.25 ₹52,158.38 | 152.1 ₹48,595.95 |
Tender Value
₹72.3 L
EMD Value
₹50,000
Closing Date
2 Mar 2026, 3:00 pmClosed
Executive Engineer
O/O Executive Engineer PWD Buildings Division TSR
GENERAL Model Residential School Chelakkara at Thiruvillamala Renovation Works and painting works to Dormitory Kitchen block and Administrative block at Model Residential School Chelakkara at Thiruvillamala in Thrissur DistrictChelakkara L A C Genera
2026_PWD_834937_1
76/2025-26/EE(B)TSR
Open Tender
Civil Works - Buildings
270 days
THIRUVILLAMALA
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
2 Jul 2026
17 Feb 2026
5 Mar 2026
17 Feb 2026
2 Mar 2026
17 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1RENOVATION WORK | |||||
| 1.001 | 2.9.1:Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.Ordinary rock | - | cum | - | - |
| 1.002 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.003 | 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) | - | cum | - | - |
| 1.004 | 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 | - | kilogram | - | - |
| 1.005 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | - | sqm | - | - |
| 1.006 | OD291581/2025-2026:Providing and fixing aluminium composit panel for door, window, ventilator shutters, cup boards 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 aluminium composit panel of 4.0 mm thickness | - | sqm | - | - |
| 1.007 | OD291583/2025-2026:Providing and laying vitrified floor tiles (double charged/full body glazed/mat finished using spacers if neccessary of minimumun dimension of tile 600 mm and above 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 joints with epoxy based sealing compound and matching pigments etc., complete.as per the direction of Engineer in charge.Size of Tile 600 x 600 mm.(vitrified floor tile) | - | sqm | - | - |
| 1.008 | 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) | - | kg | - | - |
| 1.009 | 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 | - | kg | - | - |
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