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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.9 LAccepted-AOC KERALA KL | KANNUR | KERALA | 670511 | L1 | Accepted-AOC AGREEMENT EXECUTED |
| Sl No | Description | Qty | Unit | SUNNY K M L1 |
|---|---|---|---|---|
| 1.00Road and Drain | ||||
| 1.00 | 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 | 3.9 | cum | 785.45 ₹3,063.26 Lowest |
| 1.00 | 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 | 57.6 | cum | 440.81 ₹25,390.66 Lowest |
| 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 | 11.52 | cum | 8,992.46 ₹1,03,593.14 Lowest |
| 1.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 56.52 | cum | 9,877.15 ₹5,58,256.52 Lowest |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 3.31 | tonne | 1,00,336.87 ₹3,32,315.71 Lowest |
| 1.01 | OD272271/2025-2026:Providing and fixing M.S. Grills of required pattern for Drain inlets with M.S. Angls, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings provided at site with square or round bars. | 6 | quintal | 21,701.18 ₹1,30,207.08 Lowest |
| 1.01 | OD272266/2025-2026:Filling With contractors own Earth( Excluding Rock), in trenchs ,plinth, sides of Foundations, etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming, and Watering, Lead up to 50m and lift up to 1.5m as per direction of site Engineer in Charge | 42.21 | cum | 401.27 ₹16,937.61 Lowest |
| 1.01 | OD334934/2025-2026:Plate vibrator for compaction - Supplying and providing plate vibrator for strong vibratory compaction of loose - filled soil in trenches / areas where roller compaction is not practical all complete as per diretion of engineer in charge. | 332.6 | sqm | 4.43 ₹1,473.42 Lowest |
| 1.01 | OD272268/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with plate vibrator to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material (Based on original spec 4.1.A.1) | 34.54 | cum | 3,288.71 ₹1,13,592.04 Lowest |
Tender Value
₹16.9 L
EMD Value
₹42,360
Closing Date
1 Nov 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
O/o the Executive Engineer, LSGD Division, Kakkanad, Ernakulam
Refer tender document
2025_LSGD_806495_2
ET107/MLA-ADS/EE/LSGD/25-26
Open Tender
Civil Works - Others
Item Rate
365 days
kakkanad
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹42,360
Yes
15 Nov 2025
25 Oct 2025
3 Nov 2025
25 Oct 2025
1 Nov 2025
25 Oct 2025
Amount
Road and Drain
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
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
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD272271/2025-2026:Providing and fixing M.S. Grills of required pattern for Drain inlets with M.S. Angls, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings provided at site with square or round bars.
OD272266/2025-2026:Filling With contractors own Earth( Excluding Rock), in trenchs ,plinth, sides of Foundations, etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming, and Watering, Lead up to 50m and lift up to 1.5m as per direction of site Engineer in Charge
OD334934/2025-2026:Plate vibrator for compaction - Supplying and providing plate vibrator for strong vibratory compaction of loose - filled soil in trenches / areas where roller compaction is not practical all complete as per diretion of engineer in charge.
OD272268/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with plate vibrator to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material (Based on original spec 4.1.A.1)
OD334754/2025-2026:Providing and laying Interlocking cement concrete blocks 80 mm thick M40 hydraulic blocks of approved size . design and shape laid in required and pattern over 50 mm thick compacted bed of approved cushion material, compacting and proper embedding flaying of inter locking paver blocks into compacted layer through vibratory compaction by using plate vibrator, and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in light traffic parking etc complete as per manufactures Specifications & direction of Engineer in charge
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
OD272590/2025-2026:Supplying and fixing in place granite nameboard of slab area less than 0.90 sqm including engraving and painting letters etc. complete as per direction of engineer in charge at site
Bidder Name
SUNNY K M
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