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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹15.9 LAccepted-AOC VANIYAPURACKAI HOUSE PURAKKAD PO ALAPPUZHA | ALAPPUZHA | ALAPPUZHA | KERALA | ₹15.9 L | 1 | Accepted-AOC Single Tender accepted |
| Sl No | Description | Qty | Unit | Shaji.V L1 |
|---|---|---|---|---|
| 1.00Class room construction | ||||
| 1.00 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | 0.81 | cum | 3,671 ₹2,973.51 Lowest |
| 1.00 | 15.7.3: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 lime mortar | 2 | cum | 880 ₹1,760 Lowest |
| 1.00 | 4.11: Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4
(1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone
aggregate 20mm nominal size derived from natural sources). | 11.95 | sqm | 567 ₹6,776.78 Lowest |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 16.34 | sqm | 762 ₹12,448.79 Lowest |
| 1.00 | 6.47:Providing and laying Autoclaved Aerated concrete (AAC) blocks masonry
150mm/230mm/300 mm thick with Grade- I AAC blocks in super structure
above plinth level up to floor V level with RCC band at sill level and lintel
level with approved block laying polymer modified adhesive mortar all
complete as per direction of Engineer-in-Charge. (The payment of RCC band
and reinforcement shall be made for seperately). | 35.1 | cum | 9,045 ₹3,17,515.68 Lowest |
| 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). | 2.34 | cum | 13,442 ₹31,467.72 Lowest |
| 1.01 | 5.22A.5:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Hard drawn steel wire fabric | 210.69 | kilogram | 118 ₹24,861.42 Lowest |
| 1.01 | 9.103:Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS: 1868) aluminium lever handles of approved quality with necessary screws etc . complete. | 1 | each | 927 ₹927 Lowest |
| 1.01 | 9.147A.3:Providing and fixing factory made uPVC white colour casement/casement cum
fixed glazed windows comprising of uPVC multi-chambered frame, sash and
mullion (where ever required) extruded profiles duly reinforced with 1.60 +/- 0.2
mm thick galvanized mild steel section made from roll forming process of required
length (shape & size according to uPVC profile), uPVC extruded glazing beads of
appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction
hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8
mm size for fixing frame to finished wall, plastic packers, plastic caps and
necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut
and fusion welded at all corners, mullion (if required) shall be also fusion welded
including drilling of holes for fixing hardware's and drainage of water etc. After
fixing frame the gap between frame and adjacent finished wall shall be filled with
weather proof silicon sealant over backer rod of required size and of approved
quality, all complete as per approved drawing & direction of Engineer-in-Charge.
(Single / double glass panes and silicon sealant shall be paid separately)
Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance
in dimension i.e. in depth & width of profile shall be acceptable.Casement window double panels with top fixed with S.S. friction hinges (350 x 19 x 1.9 mm) made of (small series) frame 47 x 50 mm, sash 47 x 68 mm & mullion 47 x 68 mm all having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. ( Area of window upto 2.50 sqm). | 25.2 | sqm | 9,752 ₹2,45,750.4 Lowest |
Tender Value
₹16.0 L
EMD Value
₹39,999
Closing Date
21 Mar 2026, 5:00 pmClosed
Executive Engineer
PWD Building Division,Alappuzha
GENERAL-Construction of Additional Class rooms at Govt. Nursing College, Alappuzha- Construction of Additional Class rooms at Govt. Nursing College, Alappuzha -General Civil Work(RETENDER)
2026_PWD_842733_2
PWD/BLDG/TR/4629/2025_12_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
180 days
Alappuzha
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹39,999
14 Sept 2026
13 Mar 2026
24 Mar 2026
13 Mar 2026
21 Mar 2026
13 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Class room construction | |||||
| 1.001 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | 0.81 | cum | - | - |
| 1.002 | 15.7.3: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 lime mortar | 2 | cum | - | - |
| 1.003 | 4.11: Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4
(1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone
aggregate 20mm nominal size derived from natural sources). | 11.95 | sqm | - | - |
| 1.004 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 16.34 | sqm | - | - |
| 1.005 | 6.47:Providing and laying Autoclaved Aerated concrete (AAC) blocks masonry
150mm/230mm/300 mm thick with Grade- I AAC blocks in super structure
above plinth level up to floor V level with RCC band at sill level and lintel
level with approved block laying polymer modified adhesive mortar all
complete as per direction of Engineer-in-Charge. (The payment of RCC band
and reinforcement shall be made for seperately). | 35.1 | cum | - | - |
| 1.006 | 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). | 2.34 | cum | - | - |
| 1.007 | 5.22A.5:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Hard drawn steel wire fabric | 210.69 | kilogram | - | - |
| 1.008 | 9.103:Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS: 1868) aluminium lever handles of approved quality with necessary screws etc . complete. | 1 | each | - | - |
| 1.009 | 9.147A.3:Providing and fixing factory made uPVC white colour casement/casement cum
fixed glazed windows comprising of uPVC multi-chambered frame, sash and
mullion (where ever required) extruded profiles duly reinforced with 1.60 +/- 0.2
mm thick galvanized mild steel section made from roll forming process of required
length (shape & size according to uPVC profile), uPVC extruded glazing beads of
appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction
hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8
mm size for fixing frame to finished wall, plastic packers, plastic caps and
necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut
and fusion welded at all corners, mullion (if required) shall be also fusion welded
including drilling of holes for fixing hardware's and drainage of water etc. After
fixing frame the gap between frame and adjacent finished wall shall be filled with
weather proof silicon sealant over backer rod of required size and of approved
quality, all complete as per approved drawing & direction of Engineer-in-Charge.
(Single / double glass panes and silicon sealant shall be paid separately)
Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance
in dimension i.e. in depth & width of profile shall be acceptable.Casement window double panels with top fixed with S.S. friction hinges (350 x 19 x 1.9 mm) made of (small series) frame 47 x 50 mm, sash 47 x 68 mm & mullion 47 x 68 mm all having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. ( Area of window upto 2.50 sqm). | 25.2 | sqm | - | - |
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