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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | ₹4.2 L | L1 | Accepted-AOC Accepted Vide Board resolution Ambalavayal GP |
| 2 | L2₹4.3 L+₹8,089.50 (1.92%)Rejected-Finance | ₹4.3 L+₹8,089.50 (1.92%) | L2 | Rejected-Finance Second bidder. Kept in abeyance till the execution of agmnt by the First Bidder |
| 3 | L3₹4.6 L+₹36,966.13 (8.76%)Rejected-Finance | ₹4.6 L+₹36,966.13 (8.76%) | L3 | Rejected-Finance Third bidder. Kept in abeyance till the execution of agmnt by the First Bidder |
| Sl No | Description | Qty | Unit | PRASAD C O L2 | PJ JOY L1 | ALEX VILLY GEORGE L3 |
|---|---|---|---|---|---|---|
| 1.00Side protection | ||||||
| 1.00 | 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 | 16.2 | cum | 1,000 ₹16,200 | 980 ₹15,876 Lowest | 982 ₹15,908.4 |
| 1.00 | OD310794/2025-2026: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 | 45.45 | cum | 3,900 ₹1,77,255 | 3,750 ₹1,70,437.5 Lowest | 4,090 ₹1,85,890.5 |
| 1.00 | 11.7:Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.14 | tonne | 86,000 ₹11,868 | 85,000 ₹11,730 Lowest | 97,773 ₹13,492.67 |
| 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<br> IV. R.C.C grade M 20 | 4.05 | cum | 10,000 ₹40,500 | 9,800 ₹39,690 Lowest | 10,355 ₹41,937.75 |
| 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) | 1.5 | cum | 9,100 ₹13,650 Lowest | 9,100 ₹13,650 Lowest | 9,465 ₹14,197.5 |
| 1.01 | OD404929/2025-2026:Modified Spec 3.3Back filling the available excavated earth | 9.72 | cum | 290 ₹2,818.8 Lowest | 290 ₹2,818.8 Lowest | 360 ₹3,499.2 |
| 1.01 | OD404927/2025-2026:Modified Spec 3.14 Backfilling of of side walls with own earth | 21 | cum | 380 ₹7,980 Lowest | 380 ₹7,980 Lowest | 490 ₹10,290 |
| 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) | 15.01 | cum | 8,926 ₹1,33,961.41 Lowest | 8,926 ₹1,33,961.41 Lowest | 9,729 ₹1,46,012.83 |
| 1.01 | OD310833/2025-2026: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 l on prepared surface, mixing by mix in place method compacting manually to achieve the desired density . | 10.01 | cum | 2,200 ₹22,011 Lowest | 2,200 ₹22,011 Lowest | 2,398 ₹23,991.99 |
Tender Value
₹4.2 L
EMD Value
₹10,851
Closing Date
27 Feb 2026, 5:00 pmClosed
Anagh TP
Ambalavayal GP
Annual Plan-2025-26 Pro no. 508/26 Related Works and Side Protection work at Pothuketty Vellakettumoola Road
2026_LSGD_837620_7
AE/ABL/TENDER/2025-26(8)
Open Tender
Civil Works - Others
Item Rate
Ambalavayal
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,851
Yes
28 Apr 2026
19 Feb 2026
28 Feb 2026
19 Feb 2026
27 Feb 2026
19 Feb 2026
Side protection
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
OD310794/2025-2026: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
11.7:Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20
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)
OD404929/2025-2026:Modified Spec 3.3Back filling the available excavated earth
OD404927/2025-2026:Modified Spec 3.14 Backfilling of of side walls with own earth
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)
OD310833/2025-2026: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 l on prepared surface, mixing by mix in place method compacting manually to achieve the desired density .
OD310793/2025-2026:Providing and fixing NAME BOARD fixed over MS sheeting, 2mm thick supported on 2 nosGI pipe 40mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 200mm x 200mm x500mm , 500mm below ground level as per drwings and specification clause 1701. 600x450mm rectangular.
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