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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.8 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹4.9 L+₹12,990.29 (2.73%)Admitted-Fee/PreQual/Technical/Finance ERNAKULAM | KERALA | 680667 | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹5.0 L+₹19,799.75 (4.16%)Admitted-Fee/PreQual/Technical/Finance MUVATTUPUZHA VENDOR K K RAMACHANDRAN NAIR | THRISSUR | KERALA | 680667 | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹5.1 L+₹30,497.96 (6.40%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹5.1 L+₹36,139.75 (7.58%)Admitted-Fee/PreQual/Technical/Finance AIKKARANAD G P 2024 25 P NO 245 KADAMATTOM SCHOO IMAINTENANCE WARD 7 | IDUKKI | KERALA | 685501 | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | JOBY GEORGE L3 | E.S.ABOOBACKER L4 | ASHRAF PE L10 | Prakash M.M L9 | P.V.George L5 | ALI P M L1 | K.B.JALAM L7 | JACOB MATHEW L11 | Riyas K.M L6 | SREERAM K NANDAN L2 | Irfan T I L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Road construction | ||||||||||||||
| 1.00 | OD17379/2026-2027:Sectioning up to 150mm and forming the surface for OLD road way levelling,
cambering etc complete as per direction of Engineer in charge | 450 | sqm | 30 ₹13,500 | 23.33 ₹10,498.5 | 13 ₹5,850 | 28 ₹12,600 | 25 ₹11,250 | 21.93 ₹9,868.5 | 25 ₹11,250 | 12 ₹5,400 Lowest | 29.2 ₹13,140 | 30 ₹13,500 | 31 ₹13,950 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 3.6 | cum | 3,200 ₹11,520 | 2,496.73 ₹8,988.23 | 2,900 ₹10,440 | 2,990 ₹10,764 | 2,600 ₹9,360 | 2,346.52 ₹8,447.47 Lowest | 2,800 ₹10,080 | 5,000 ₹18,000 | 3,300 ₹11,880 | 3,000 ₹10,800 | 3,300 ₹11,880 |
| 1.00 | 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) | 67.5 | cum | 6,900 ₹4,65,750 | 7,153.68 ₹4,82,873.4 | 8,850 ₹5,97,375 | 8,511 ₹5,74,492.5 | 7,200 ₹4,86,000 | 6,723.31 ₹4,53,823.43 Lowest | 7,500 ₹5,06,250 | 9,050 ₹6,10,875 | 7,160 ₹4,83,300 | 6,800 ₹4,59,000 | 7,700 ₹5,19,750 |
| 1.00 | OD17404/2026-2027:supplying and fixing granite | 1 | sqm | 5,500 ₹5,500 | 4,608.08 ₹4,608.08 | 3,000 ₹3,000 Lowest | 5,500 ₹5,500 | 6,000 ₹6,000 | 4,330.85 ₹4,330.85 | 4,600 ₹4,600 | 3,000 ₹3,000 Lowest | 6,150 ₹6,150 | 6,160.54 ₹6,160.54 | 3,000 ₹3,000 Lowest |
Tender Value
₹6.8 L
EMD Value
₹16,944
Closing Date
1 Sept 2026, 6:00 pmClosed
Muvattupuzha Block Development Officer
Muvattupuzha Block Panchayath Office, Mudavoor P.O, Muvattupuzha, Ernakulam Dist., Pin 686669
MP LADS 2025-26 - Scheme proposed by Adv. Dean Kuriakose MP (18th LS/ Idukki) - Renovation of Chelakkal Thazham - Marangattu Thazham road in ward 8 of Avoly Grama Panchayath
2026_CRD_866069_1
03/BDO/2026-27
Open Tender
Civil Works - Roads
Item Rate
120 days
Ward 8 in Avoly Grama Panchayath, Muvattupuzha Blo
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,495
₹16,944
5 Oct 2026
20 Aug 2026
3 Sept 2026
20 Aug 2026
1 Sept 2026
20 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road construction | |||||
| 1.001 | OD17379/2026-2027:Sectioning up to 150mm and forming the surface for OLD road way levelling,
cambering etc complete as per direction of Engineer in charge | - | sqm | - | - |
| 1.002 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | - | cum | - | - |
| 1.003 | 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) | - | cum | - | - |
| 1.004 | OD17404/2026-2027:supplying and fixing granite | - | sqm | - | - |
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