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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.8 LAccepted-AOC | ₹6.8 L | 1 | Accepted-AOC Agreement Executed |
| 2 | 2₹6.8 L+₹1,153 (0.17%)Rejected-Finance | ₹6.8 L+₹1,153 (0.17%) | 2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | ABHIJITH K L1 | ANEESH SANTHAKUMAR L2 |
|---|---|---|---|---|---|
| 1.00APPX 1.CULVERT | |||||
| 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 | 31.55 | cum | 941 ₹29,683.85 Lowest | 941.83 ₹29,710.03 |
| 1.00 | OD502817/2025-2026:Filling with Quarry Muck
Filling up low laying and waterlogged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc. quarry for 300m3 | 3.51 | cum | 911 ₹3,197.61 Lowest | 911.24 ₹3,198.45 |
| 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 | 2.63 | cum | 9,001 ₹23,699.63 Lowest | 9,001.46 ₹23,700.84 |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 2.41 | cum | 8,796 ₹21,180.77 Lowest | 8,796.86 ₹21,182.84 |
| 1.00 | 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) | 8.88 | cum | 9,304 ₹82,619.52 Lowest | 9,304.36 ₹82,622.72 |
| 1.01 | 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 | 2.81 | cum | 10,457 ₹29,415.54 Lowest | 10,457.41 ₹29,416.69 |
| 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 | 0.67 | tonne | 1,00,926 ₹68,024.12 Lowest | 1,00,926.12 ₹68,024.2 |
| 1.01 | 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) | 0.34 | cum | 9,186 ₹3,104.87 Lowest | 9,186.73 ₹3,105.11 |
| 1.01 | 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) | 2.7 | cum | 9,563 ₹25,820.1 Lowest | 9,563.75 ₹25,822.13 |
Tender Value
₹6.8 L
EMD Value
₹16,948
Closing Date
11 Mar 2026, 6:00 pmClosed
ASSISTANT ENGINEER
Office of the Assistant Engineer, LID EW Section, Kalanjoor Grama Panchayath
KALANJOOR G.P- PROJECT NO-126/2025-26-AYIRUKKUZHY MALLANKUZHA VAYAL ROAD RENOVATION IN WARD-13
2026_LSGD_842875_1
07/2025-26/AE/LID EW /KLNJR Dtd-03/03/2026
Open Tender
Civil Works - Roads
Item Rate
180 days
KALANJOOR
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,495
₹16,948
7 Jun 2026
4 Mar 2026
13 Mar 2026
4 Mar 2026
11 Mar 2026
4 Mar 2026
APPX 1.CULVERT
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
OD502817/2025-2026:Filling with Quarry Muck Filling up low laying and waterlogged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc. quarry for 300m3
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
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
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)
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
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)
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)
APPX 2 DR SIDE PROTECTION WALL
11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth
OD505372/2025-2026: DRY RUBBLE MASONRY with hard stone, excluding Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
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
OD505374/2025-2026: Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20cm 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
OD505373/2025-2026:Supplying and fixing name board installed in the appropriate place to the public made of granite plaque should be inserted and engraving letters etc. complete as per the direction of departmental officers at site
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