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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₹12.7 LAccepted-AOC | L1 | Accepted-AOC AGREEMENT EXECUTED | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | A N SURENDRAN L2 | RAJAPPAN.K.K L1 |
|---|---|---|---|---|---|
| 1.00CONSTRUCTION | |||||
| 1.00 | OD37182/2025-2026:Sectioning up to 150mm and forming the surface for OLD road way levelling,
cambering etc complete as per direction of Engineer in charge | 226.8 | sqm | 32.76 ₹7,429.97 | 31.2 ₹7,076.16 Lowest |
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 22.32 | cum | 691.7 ₹15,438.74 | 658.77 ₹14,703.75 Lowest |
| 1.00 | 6.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 40.55 | cum | 3,504.77 ₹1,42,132.44 | 3,337.88 ₹1,35,364.39 Lowest |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 94.85 | cum | 10,041.93 ₹9,52,487.1 | 9,563.75 ₹9,07,131.25 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 | 14.4 | cum | 463.57 ₹6,675.41 | 441.5 ₹6,357.6 Lowest |
| 1.01 | 9.2.2.2:Bedding for Pipe (ii) Type B (First Class) Bedding Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii)II. Earth filling (For marshy soil) | 3.6 | cum | 635.53 ₹2,287.91 | 605.27 ₹2,178.97 Lowest |
| 1.01 | 9.3.C:Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.(C) 750 mm dia | 10 | metre | 4,039.4 ₹40,394 | 3,847.05 ₹38,470.5 Lowest |
| 1.01 | 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 | 14.85 | cum | 988.92 ₹14,685.46 | 941.83 ₹13,986.18 Lowest |
| 1.01 | OD88217/2025-2026:od1260122/2021_2022 : DR Packing under Foundation - Dry stone packing under foundation with
DEPARTMENT RUBBLE. complete as per direction of departmental officers at site
Modified 60.7.2 | 2.97 | cum | 872.93 ₹2,592.6 | 831.37 ₹2,469.17 Lowest |
Tender Value
₹12.7 L
EMD Value
₹31,763
Closing Date
3 Sept 2025, 1:00 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_790965_1
ET56/MLA-ADS/EE/LSGD/25-26
Open Tender
Civil Works - Others
Item Rate
270 days
kakkanad
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,763
Yes
17 Oct 2025
26 Aug 2025
3 Sept 2025
26 Aug 2025
3 Sept 2025
26 Aug 2025
Amount
CONSTRUCTION
OD37182/2025-2026:Sectioning up to 150mm and forming the surface for OLD road way levelling, cambering etc complete as per direction of Engineer in charge
3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
6.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
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
9.2.2.2:Bedding for Pipe (ii) Type B (First Class) Bedding Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii)II. Earth filling (For marshy soil)
9.3.C:Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.(C) 750 mm dia
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
OD88217/2025-2026:od1260122/2021_2022 : DR Packing under Foundation - Dry stone packing under foundation with DEPARTMENT RUBBLE. complete as per direction of departmental officers at site Modified 60.7.2
OD52221/2025-2026:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete Modified 60.2.2
OD52220/2025-2026:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 0.75m bottom width 1.5m height 1.5 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete MODIFIED 60.1.2
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
12.5.1.1: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 I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
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)
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
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
13.1.2:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5R.C.C M 25
13.1.1.1:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4
13.3:Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202
OD244489/2025-2026:Supplying and fixing in place granite name board of slab area less than 0.9sqm including engraving and painting letters etc complete as per direction of Engineer incharge at site
A N SURENDRAN (BID ID -2323355)
Bidder Name
A N SURENDRAN
RAJAPPAN.K.K
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