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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.2 LAccepted-AOC MADAPALLIKUNNEL H POONJAR | L1 | Accepted-AOC Agreement executed. | |
| 2 | L2₹6.6 L+₹31,702.63 (5.08%)Rejected-AOC THEKKUMKATTIL ALANAD PO KURAVILANGADU | KOTTAYAM | KERALA | 686001 | L2 | Rejected-AOC Reject. highest bidder | |
| 3 | Rejected-Technical PAZHAYIDATH ERATTUPETTA | - | Rejected-Technical Highest bidder | |
| 4 | Rejected-Technical | - | Rejected-Technical HIghest bidder |
| Sl No | Description | Qty | Unit | SAJI M M L1 | ABUL FAICY L4 | SHEBBIN SEBASTIAN L2 | TOJU JOSEPH L3 |
|---|---|---|---|---|---|---|---|
| 1.00Retaining wall | |||||||
| 1.00 | OD420444/2025-2026:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m side and filling in between with to form ring bund ang maintaining the same leakproof till completion of work and clearing the site by dismandling the bund after completion of the work etc.complete | 25 | metre | 1,050 ₹26,250 | 1,060 ₹26,500 | 1,500 ₹37,500 | 931.51 ₹23,287.75 Lowest |
| 1.00 | OD420467/2025-2026:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc | 24 | hour | 350 ₹8,400 | 355 ₹8,520 | 300 ₹7,200 Lowest | 314.62 ₹7,550.88 |
| 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 | 17.13 | cum | 500 ₹8,565 | 940 ₹16,102.2 | 200 ₹3,426 Lowest | 823.16 ₹14,100.73 |
| 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 3.08 | cum | 7,000 ₹21,532 Lowest | 9,000 ₹27,684 | 7,500 ₹23,070 | 7,867.28 ₹24,199.75 |
| 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 57.3 | cum | 7,100 ₹4,06,830 Lowest | 7,960 ₹4,56,108 | 8,200 ₹4,69,860 | 7,688.46 ₹4,40,548.76 |
| 1.01 | OD420453/2025-2026:PVC WEEPHOLES -Providing weep holes using 75mm PVC pipes working pressure 4kg /sq.cm including cost of materials,conveyance,labour charges etc.complete | 17.5 | metre | 110 ₹1,925 | 115 ₹2,012.5 | 100 ₹1,750 Lowest | 102.96 ₹1,801.8 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.64 | tonne | 1,00,420 ₹63,867.12 | 1,00,300 ₹63,790.8 | 7,000 ₹4,452 Lowest | 87,782.21 ₹55,829.49 |
| 1.01 | OD476389/2025-2026: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 1.50m as per direction of site engineer in charge | 0.99 | cum | 50 ₹49.75 Lowest | 460 ₹457.7 | 1,000 ₹995 | 405.82 ₹403.79 |
| 1.01 | OD429565/2025-2026:
od5_828825/2021_2022: Filling with Quarry Muck<br>Filling uplow lying and water logged areas with local materials/quarry muck, spreading in layers,levelling the top site consolidation by ramming ete.completebfor improving the CBR value of subgrade | 2.5 | cum | 100 ₹250 Lowest | 940 ₹2,350 | 1,500 ₹3,750 | 828.15 ₹2,070.38 |
Tender Value
₹7.6 L
EMD Value
₹19,067
Closing Date
3 Mar 2026, 11:00 amClosed
Assistant engineer
LIDEW Section office, Karoor Grama Panchayat
Pro No 359/2025-26 Construction of Kudakkachira Vanchippalam Parayani road Protection wall
2026_LSGD_839198_4
TEN05/AE/LIDEW/KRGP/ 2025-2026
Open Tender
Civil Works - Roads
Percentage
WARD 1 Karoor Grama Panchayat
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,685
Yes
₹19,067
Yes
1 Jun 2026
23 Feb 2026
4 Mar 2026
23 Feb 2026
3 Mar 2026
23 Feb 2026
Retaining wall
OD420444/2025-2026:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m side and filling in between with to form ring bund ang maintaining the same leakproof till completion of work and clearing the site by dismandling the bund after completion of the work etc.complete
OD420467/2025-2026:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc
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
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 <br> I. P.C.C grade M 10 <br> (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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
OD420453/2025-2026:PVC WEEPHOLES -Providing weep holes using 75mm PVC pipes working pressure 4kg /sq.cm including cost of materials,conveyance,labour charges etc.complete
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD476389/2025-2026: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 1.50m as per direction of site engineer in charge
OD429565/2025-2026: od5_828825/2021_2022: Filling with Quarry Muck<br>Filling uplow lying and water logged areas with local materials/quarry muck, spreading in layers,levelling the top site consolidation by ramming ete.completebfor improving the CBR value of subgrade
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)
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