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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.9 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical N A | PALWAL | HARYANA | 121004 | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | SEBASTIAN P C L1 | NIZAR P P L3 | Malayoram Constructions L4 | BINOY P S L2 |
|---|---|---|---|---|---|---|---|
| 1.00Maintenance works | |||||||
| 1.00 | OD217176/2025-2026:Providing and laying 80 mm thick factory made cement concrete interlocking paver block 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 Stone Aggregate 06mm nominal size, filling the joints with fine sand etc. all complete as per the direction of Engineer-in charge.
Vertically including cost and conveyance of all materials labour charges fabricating etc complete.(Modified 16.68 by replacing sand bed 6mm aggregate bed)Code complete as per the direction of Engineer-in-charge. | 585 | sqm | 1,104 ₹6,45,840 Lowest | 1,140.44 ₹6,67,157.4 | 1,260 ₹7,37,100 | 1,170 ₹6,84,450 |
| 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) | 1.87 | cum | 8,094.41 ₹15,152.74 Lowest | 8,361.63 ₹15,652.97 | 9,241 ₹17,299.15 | 8,610 ₹16,117.92 |
| 1.00 | OD224494/2025-2026:Providing and laying 60 mm thick factory made cement concrete interlocking paver block 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 Stone Aggregate 06mm nominal size, filling the joints with fine sand etc. all complete as per the direction of Engineer-in charge.
Vertically including cost and conveyance of all materials labour charges fabricating etc complete.(Modified 16.68 by replacing sand bed 6mm aggregate bed)Code complete as per the direction of Engineer-in-charge. | 204 | sqm | 1,037.83 ₹2,11,717.32 | 1,072.09 ₹2,18,706.36 | 1,185 ₹2,41,740 | 1,000 ₹2,04,000 Lowest |
| 1.00 | 13.71:Lettering with black Japan pint of approved brand and manufacture | 330 | per Letter per cm height | 5.56 ₹1,834.8 | 5.74 ₹1,894.2 | 6 ₹1,980 | 5 ₹1,650 Lowest |
| 2.00SIDE PROTECTION WORKS | |||||||
| 2.00 | 2.8.1:Earth work in excavation 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 soil as directed, within a lead of 50 m.All kinds of soil | 38.9 | cum | 315.26 ₹12,263.61 Lowest | 325.66 ₹12,668.17 | 360 ₹14,004 | 330 ₹12,837 |
| 2.00 | OD212117/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site (60.7.1)
Material | 117.56 | cum | 3,499.87 ₹4,11,437.72 Lowest | 3,615.41 ₹4,25,020.37 | 3,996 ₹4,69,761.77 | 3,710 ₹4,36,140.18 |
| 2.00 | OD249469/2025-2026:PVC WEEP HOLES- Providing weep holes using 63mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. (60.6) | 49 | metre | 92.92 ₹4,553.08 Lowest | 95.99 ₹4,703.51 | 106 ₹5,194 | 98 ₹4,802 |
| 2.00 | 5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 5.92 | cum | 8,732.39 ₹51,739.41 Lowest | 9,020.67 ₹53,447.47 | 9,969 ₹59,066.33 | 9,200 ₹54,510 |
Tender Value
₹16.9 L
EMD Value
₹42,369
Closing Date
18 Oct 2025, 5:00 pmClosed
Executive engineer
Office of the executive engineer LSGD Wayanad DP Kalpetta North
Annual Plan-DP Wayanad - Annual plan 2025- 26 - Pr no. 96/25-26-GMHS Kappiset Maintenance - Mullankolly - 20 lakhs-General Civil Work
2025_LSGD_807710_46
D2-2374/2025(6)
Open Tender
Civil Works - Buildings
Item Rate
365 days
Kalpetta
Please prefer in tender documents
7 documents required · 7 mandatory
₹2,760
Yes
₹42,369
Yes
14 Nov 2025
10 Oct 2025
21 Oct 2025
10 Oct 2025
18 Oct 2025
10 Oct 2025
Amount
Maintenance works
OD217176/2025-2026:Providing and laying 80 mm thick factory made cement concrete interlocking paver block 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 Stone Aggregate 06mm nominal size, filling the joints with fine sand etc. all complete as per the direction of Engineer-in charge. Vertically including cost and conveyance of all materials labour charges fabricating etc complete.(Modified 16.68 by replacing sand bed 6mm aggregate bed)Code complete as per the direction of Engineer-in-charge.
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)
OD224494/2025-2026:Providing and laying 60 mm thick factory made cement concrete interlocking paver block 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 Stone Aggregate 06mm nominal size, filling the joints with fine sand etc. all complete as per the direction of Engineer-in charge. Vertically including cost and conveyance of all materials labour charges fabricating etc complete.(Modified 16.68 by replacing sand bed 6mm aggregate bed)Code complete as per the direction of Engineer-in-charge.
13.71:Lettering with black Japan pint of approved brand and manufacture
SIDE PROTECTION WORKS
2.8.1:Earth work in excavation 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 soil as directed, within a lead of 50 m.All kinds of soil
OD212117/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site (60.7.1) Material
OD249469/2025-2026:PVC WEEP HOLES- Providing weep holes using 63mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. (60.6)
5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
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
13.33.2:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Raised and cut pointing
Maintenance works for School
OD229604/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br> (i) Using naturally occurring gravel ( Mord 4.11.1)
BINOY P S (BID ID -2394377)
NIZAR P P (BID ID -2394793)
Malayoram Constructions (BID ID -2394970)
Bidder Name
SEBASTIAN P C
BINOY P S
NIZAR P P
Malayoram Constructions
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