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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.9 LAccepted-AOC | ₹15.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹16.0 LRejected-AOC THIRUVILAKKIL SANATHANAPURAM P O ALAPPUZHA AMBALAPPUZHA TALUK ALAPPUZHA DISTRICT | ₹16.0 L | L2 | Rejected-AOC L2 |
| 3 | L3₹17.5 LRejected-Finance VANIYAPURACKAI HOUSE PURAKKAD PO ALAPPUZHA | ALAPPUZHA | ALAPPUZHA | KERALA | ₹17.5 L | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | BAIJU V L2 | Shaji.V L3 | HARIS KA L1 |
|---|---|---|---|---|---|---|
| 1.00Detailed Estimate | ||||||
| 1.00 | 50.2.33.5:Cutting branches of trees overhanging above any structures of girth between 40cm to 60cm including stacking of serviceable materials and disposal of unserviceable material, cost of labour, hire charges of rope and pully etc without making any damages to nearby structures etc complete. | 23 | each | 258 ₹5,934 | 343.28 ₹7,895.44 | 350 ₹8,050 |
| 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 | 0.96 | cum | 1,167 ₹1,120.32 | 1,936.02 ₹1,858.58 | 2,000 ₹1,920 |
| 1.00 | 16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | 230.54 | sqm | 100 ₹23,054 | 123.83 ₹28,547.77 | 120 ₹27,664.80 |
| 1.00 | 13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). | 2.16 | sqm | 250 ₹540 | 321.43 ₹694.29 | 300 ₹648 |
| 1.00 | 2.2.1:Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead up to 50 m and lift up to 1.5 m:All kinds of soil | 1.8 | cum | 900 ₹1,620 | 983.41 ₹1,770.14 | 950 ₹1,710 |
| 1.01 | 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) | 0.87 | cum | 6,500 ₹5,655 | 7,211 ₹6,273.57 | 7,200 ₹6,264 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 18.48 | sqm | 300 ₹5,544 | 351.02 ₹6,486.85 | 350 ₹6,468 |
| 1.01 | 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) | 8.31 | cum | 7,400 ₹61,501.40 | 8,395.5 ₹69,775 | 8,300 ₹68,981.30 |
| 1.01 | 11.20.4:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Ordinary cement without any pigment | 12.8 | sqm | 945 ₹12,096 | 1,058.41 ₹13,547.65 | 1,050 ₹13,440 |
Tender Value
₹18.8 L
EMD Value
₹47,110
Closing Date
12 Jan 2026, 3:00 pmClosed
Executive EngineerPWD Building Division Alappuzha
PWD Building Division Alappuzha
GENERAL GTDMCH ALAPPUZHAConstruction of connecting pasage between Mortury and Main building connecting passage General Civil Work
2026_PWD_826044_1
PWD/BLDG/TR/20803/2024_5_1_1/1
Open Tender
Civil Works - Buildings
240 days
Alappuzha
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹47,110
Yes
4 Mar 2026
7 Jan 2026
14 Jan 2026
7 Jan 2026
12 Jan 2026
7 Jan 2026
Detailed Estimate
50.2.33.5:Cutting branches of trees overhanging above any structures of girth between 40cm to 60cm including stacking of serviceable materials and disposal of unserviceable material, cost of labour, hire charges of rope and pully etc without making any damages to nearby structures etc complete.
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
16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).
2.2.1:Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead up to 50 m and lift up to 1.5 m:All kinds of soil
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)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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)
11.20.4:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Ordinary cement without any pigment
16.84:Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.)
16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
16.91.2:Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
OD209954/2025-2026:Finishing with epoxy paint(two or more coats) at all locations prepared and applied as per manufacturer's specifications, excluding priming coat, preparation of surface, etc, complete. On steel work
OD181165/2024-2025:Providing and fixing Aluminium powder coated profile sheets (Size ,shape and pitch of corrugation as approved by Engineer-in-charge)0.46mm (+0.05%),total coated thickness with zinc coating 120 grams per sqm as per IS:277,in 240 mpa steel grade,5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns.sheet should have protective guard film of 25 microns minimum to avoid sratches during transportation and should be supplied in single length up to 12 metre or as desired by Enginner -in-charge . The sheet shall be fixed using self drilling /self tapping screws of size (5.5x55 mm) with EPDM seal ,complete up to any pitch in horizontal/vertical or curved surfaces,excluding the cost of purlins,rafter and trusses and including cutting to size and shape wherever required.
OD210404/2025-2026:providing and fixing precoated Aluminium plain sheet ridge caping roofing accessories 0.46 mm(0.050%)and necessary overlap total coated thickness,zinc coating 120 grams per sqm as per IS mm (9+0.05 mm%)
OD196093/2025-2026:Engaging JCB for clearing and loading waste material onto trucks
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