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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 LAdmitted-Fee/PreQual/Technical/Finance | ₹3.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹3.8 L+₹21,880.59 (6.05%)Admitted-Fee/PreQual/Technical/Finance | ₹3.8 L+₹21,880.59 (6.05%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹3.9 L+₹24,161.64 (6.68%)Admitted-Fee/PreQual/Technical/Finance | ₹3.9 L+₹24,161.64 (6.68%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹4.1 L+₹44,680.24 (12.4%)Admitted-Fee/PreQual/Technical/Finance | ₹4.1 L+₹44,680.24 (12.4%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹4.2 L+₹60,079.62 (16.6%)Admitted-Fee/PreQual/Technical/Finance | ₹4.2 L+₹60,079.62 (16.6%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | REJAKUMAR L6 | Anish Construction L7 | NEENA THOMAS L3 | ANIRUDHAN S L2 | Mathew Varughese Purackal L1 | SONY CHERIYAN L5 | P C YOHANNAN L4 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00APPENDIX A SIDE PROTECTION WORK | ||||||||||
| 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 | 22.62 | cum | 400 ₹9,048 Lowest | 800 ₹18,096 | 800 ₹18,096 | 715.7 ₹16,189.13 | 678 ₹15,336.36 | 781.72 ₹17,682.51 | 752 ₹17,010.24 |
| 1.00 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including 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. | 66.7 | cum | 6,300 ₹4,20,210 | 6,900 ₹4,60,230 | 5,200 ₹3,46,840 | 5,166.72 ₹3,44,620.22 | 4,900 ₹3,26,830 Lowest | 5,683.65 ₹3,79,099.46 | 5,477 ₹3,65,315.9 |
| 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) | 1.09 | cum | 9,000 ₹9,792 | 9,500 ₹10,336 | 8,000 ₹8,704 | 7,200 ₹7,833.6 Lowest | 9,000 ₹9,792 | 7,959.99 ₹8,660.47 | 7,643 ₹8,315.58 |
| 1.00 | OD36887/2026-2027:Construction of enbankment with approved material obtained from borrow pits with a lift up to
1.5 m transporting to site spreading gradinr to required slope and compacting to meet with
requirement of tables 300-1and 300-2 with a lead up to 1000 mas per technical specification (without Roller)
clause 301.5 (with power roller ) | 11.6 | cum | 1,000 ₹11,600 | 1,200 ₹13,920 | 800 ₹9,280 | 965 ₹11,194 | 500 ₹5,800 Lowest | 1,055.41 ₹12,242.76 | 1,016.8 ₹11,794.88 |
| 1.00 | OD36886/2026-2027:Supplying and fixing granite name board of size 75x60 cm including engraving letters etc complete as per the direction of departmental officers at site. | 1 | each | 3,500 ₹3,500 | 5,000 ₹5,000 | 3,000 ₹3,000 Lowest | 3,802 ₹3,802 | 4,000 ₹4,000 | 4,152.78 ₹4,152.78 | 4,002 ₹4,002 |
Tender Value
₹5.1 L
EMD Value
₹12,705
Closing Date
31 Jul 2026, 5:00 pmClosed
AE
LSGD Sub Division, Veliyanad Block
Annual Plan-PR No 39/26-27 Annual plan veliyanad BP(600000/-) -Construction of side protection wall from vediyattu culvert to kanjooparambu padi kuzhiyanadi padashekaram at ward 9 in muttar GP-AE/PR NO 39/VLND BP/26-27-General Civil Work
2026_LSGD_861621_1
07/VBP/AEE/LSGD/2026
Open Tender
Civil Works - Roads
Item Rate
270 days
Mapuzhakkary
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,125
Yes
₹12,705
Yes
19 Aug 2026
23 Jul 2026
3 Aug 2026
23 Jul 2026
31 Jul 2026
23 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1APPENDIX A SIDE PROTECTION WORK | |||||
| 1.001 | 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 | - | cum | - | - |
| 1.002 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including 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. | - | cum | - | - |
| 1.003 | 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) | - | cum | - | - |
| 1.004 | OD36887/2026-2027:Construction of enbankment with approved material obtained from borrow pits with a lift up to
1.5 m transporting to site spreading gradinr to required slope and compacting to meet with
requirement of tables 300-1and 300-2 with a lead up to 1000 mas per technical specification (without Roller)
clause 301.5 (with power roller ) | 1 | cum | - | - |
| 1.005 | OD36886/2026-2027:Supplying and fixing granite name board of size 75x60 cm including engraving letters etc complete as per the direction of departmental officers at site. | - | each | - | - |
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