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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹5.9 LAccepted-AOC | l1 | Accepted-AOC l1 | |
| 2 | l2₹6.2 L+₹34,508.87 (5.88%)Rejected-AOC | l2 | Rejected-AOC l2 | |
| 3 | L3₹6.7 L+₹84,076.02 (14.3%)Rejected-Finance | L3 | Rejected-Finance l3 |
| Sl No | Description | Qty | Unit | KURIAN KOSHY L1 | SAMSON SAMUEL L3 | BIJU M L2 |
|---|---|---|---|---|---|---|
| 1.00Side wall construction | ||||||
| 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 | 38.9 | cum | 350 ₹13,615 Lowest | 829 ₹32,248.1 | 600 ₹23,340 |
| 1.00 | OD494277/2025-2026:. 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 etc. complete as per direction of Departmental officers at site | 142.38 | cum | 3,250 ₹4,62,741.5 Lowest | 3,661 ₹5,21,260.5 | 3,500 ₹4,98,337 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.21 | tonne | 1,00,437.31 ₹21,493.58 | 88,384 ₹18,914.18 | 80,000 ₹17,120 Lowest |
| 1.00 | 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) | 4.75 | cum | 7,932 ₹37,677 | 8,408 ₹39,938 | 6,800 ₹32,300 Lowest |
| 1.00 | 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) | 2.48 | cum | 7,900 ₹19,552.5 | 8,084 ₹20,007.9 | 6,800 ₹16,830 Lowest |
| 1.01 | 9.2.1:Bedding for Pipe <br> (i) Type A (Concrete Cradle) Bedding <br> Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i) | 0.56 | cum | 8,000 ₹4,504 | 7,741 ₹4,358.18 | 6,500 ₹3,659.5 Lowest |
| 1.01 | 9.3.C:Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single Row<br> 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.<br>(C) 750 mm dia | 7.5 | metre | 2,500 ₹18,750 Lowest | 3,385 ₹25,387.5 | 3,000 ₹22,500 |
| 1.01 | OD166995/2025-2026:Filling with contractor own earth ( excluding Rock ) in open areas in layers not exceeding 20cm
in depth consolidating layer by ramming and watering lead uptp 50 m and lift upto 1.5m asper
direction of site Engineer in charge | 14.88 | Cum cm | 400 ₹5,952.4 | 440 ₹6,547.64 | 350 ₹5,208.35 Lowest |
| 1.01 | OD165289/2025-2026:Providing Name board With granite slab including all cost | 1 | each | 2,500 ₹2,500 | 2,200 ₹2,200 | 2,000 ₹2,000 Lowest |
Tender Value
₹7.6 L
EMD Value
₹19,058
Closing Date
4 Mar 2026, 4:00 pmClosed
Assistant Engineer
The Assistant Engineer, LSGD Section, Pallickal Grama Panchayat
Annual Plan PALLICKAL G P PROJECT NO 93-2025-26MULLACKAL PADI MUKALUVILA PADI ROAD RENOVATION 2ND REACH IN WARD-14
2026_LSGD_840227_1
01/AE/LID EW/PKL/2025-26/T6E
Open Tender
Civil Works - Roads
Item Rate
120 days
Pallickal G P
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,685
Yes
₹19,058
Yes
15 Mar 2026
25 Feb 2026
5 Mar 2026
25 Feb 2026
4 Mar 2026
25 Feb 2026
Side wall construction
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
OD494277/2025-2026:. 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 etc. complete as per direction of Departmental officers at site
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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)
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)
9.2.1:Bedding for Pipe <br> (i) Type A (Concrete Cradle) Bedding <br> Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i)
9.3.C:Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single Row<br> 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.<br>(C) 750 mm dia
OD166995/2025-2026:Filling with contractor own earth ( excluding Rock ) in open areas in layers not exceeding 20cm in depth consolidating layer by ramming and watering lead uptp 50 m and lift upto 1.5m asper direction of site Engineer in charge
OD165289/2025-2026:Providing Name board With granite slab including all cost
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