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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹69.5 LAccepted-Finance | ₹69.5 L | L1 | Accepted-Finance L1 bidder |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 bidder |
| Sl No | Description | Qty | Unit | CHANAYIL MAPILATHODI SHARAFUDHEEN L2 | majeed L1 |
|---|---|---|---|---|---|
| 1.00Construction of Drainage | |||||
| 1.00 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 300 | cum | 975 ₹2.9 L | 950 ₹2.9 L |
| 1.00 | OD6719/2025-2026:Filling with quarry muck | 97 | cum | 1,050 ₹1.0 L | 1,038 ₹1.0 L |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 56 | cum | 9,105 ₹5.1 L | 9,095 ₹5.1 L |
| 1.00 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20 | 252 | cum | 10,580 ₹26.7 L | 10,565 ₹26.6 L |
| 1.00 | 12.5.4:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m IV. R.C.C. grade M 25 | 110 | cum | 11,118 ₹12.2 L | 11,105 ₹12.2 L |
| 1.01 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 15.96 | tonne | 1,01,990 ₹16.3 L | 1,01,972 ₹16.3 L |
| 1.01 | 2.5.2.A:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.(II) By Mechanical Means (A) Cement Concrete | 5 | cum | 820 ₹4,100 | 817 ₹4,085 |
| 1.01 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 475 | cum | 450 ₹2.1 L | 445 ₹2.1 L |
| 1.01 | 4.11.2: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. (ii) Using Gravel mix soil. | 15 | cum | 2,520 ₹37,800 | 2,511 ₹37,665 |
Updated dates
Tender Value
₹63.2 L
EMD Value
₹50,000
Closing Date
6 Jan 2026, 6:00 pmClosed
Reshma P,Executive Engineer
O/o the Executive Engineer Harbour Engineering division office Puthiyanirath Elathur PO Kozhikode-673303
GENERAL NAVAKERALA SADASS Improvements to the Vayanari Thodu in Koyilandy Muncipality in Koyilandy LAC General Civil Work
2025_HED_823079_1
HED/CEHED/TR/615/2025_5_1_1/1
Open Tender
Civil Works - Others
180 days
koyilandy LAC
Please refer Tender documents.
12 documents required · 12 mandatory
₹2,760
Yes
₹50,000
Yes
23 Mar 2026
20 Dec 2025
8 Jan 2026
20 Dec 2025
6 Jan 2026
20 Dec 2025
Construction of Drainage
11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth
OD6719/2025-2026:Filling with quarry muck
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20
12.5.4:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m IV. R.C.C. grade M 25
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
2.5.2.A:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.(II) By Mechanical Means (A) Cement Concrete
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
4.11.2: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. (ii) Using Gravel mix soil.
OD6718/2025-2026:Providing and Fixing name board of Navakerala Project (based on 10.16) Providing and fixing of informatory sign board with of size 800x500mm. MS Plates of 1.6 mm thick, duly welded on a frame with Ms angle iron of 25mm x 25mm x 5mm and MS flat iron of 25mm x 5mm size . The name board will be welded to 1 nos. 50mm GI tube posts duly embedded in cement concrete M-15 grade blocks of 200mm x 200mm x 600mm, 600mm below ground level. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
DAR ITEMS
OD2911/2025-2026: 60.2.3 Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete
65.7:Hydraulic excavator
60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.
60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
8.2.2.2:Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of slab over 0.50 sqm
16.21:Engraving letters in hard stone
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