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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹33.7 LAccepted-AOC | ₹33.7 L | 1 | Accepted-AOC AOC |
| 2 | 2₹34.3 LRejected-Finance KUTTIYIL MANGAMKUZHY | PATHANAMTHITTA | KERALA | 689694 | ₹34.3 L | 2 | Rejected-Finance Second lowest rate |
| 3 | Rejected-Technical | - | - | Rejected-Technical Highest rate |
| 4 | Rejected-Technical | - | - | Rejected-Technical Third lowest rate |
| 5 | Rejected-Technical | - | - | Rejected-Technical Highest rate |
| Sl No | Description | Qty | Unit | ABDUL LATHIEF L1 | ANAS NAINA A L5 | SIBI FRANCIS L2 | VISION MULTILATERAL LABOUR CONTRACT COOPERATIVE SOCIETY L4 | ROBACHAN PETER L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00Road | ||||||||
| 1.00 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | 0.05 | Hectare | 42,382 ₹2,161.48 | 47,079.16 ₹2,401.04 | 43,041.17 ₹2,195.10 | 47,091 ₹2,401.64 | 46,156.04 ₹2,353.96 |
| 1.00 | 9.5.B:Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design in Double Row<br> Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106. <br>(B) 1000 mm dia | 7.5 | metre | 13,550 ₹1.0 L | 15,075 ₹1.1 L | 13,777.53 ₹1.0 L | 4,500 ₹33,750 | 14,772.38 ₹1.1 L |
| 1.00 | OD4414/2025-2026:Construction of embankment with approved soil material obtained from borrow pits with a lift up to 1.5m, transporting to site, spreading, grading to required slope and compacting to meet a requirement of tables 300.1 and 300.2, including conveyance of 40km. | 408.28 | cum | 1,025 ₹4.2 L | 1,140 ₹4.7 L | 1,037.03 ₹4.2 L | 1,390 ₹5.7 L | 1,111.92 ₹4.5 L |
| 1.00 | OD4544/2025-2026:Granular sub-base/base/surface course with quarry muck /quarry waste by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with appropriate machiney on prepared surface, mixing by mix in place method with rotavator or any means and compacting with smooth or vibratory roller as per 406.3.5 to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 and table 400.13. | 130.22 | cum | 2,150 ₹2.8 L | 2,400 ₹3.1 L | 2,193.76 ₹2.9 L | 3,000 ₹3.9 L | 2,352.17 ₹3.1 L |
| 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 81.6 | cum | 8,100 ₹6.6 L | 8,997.86 ₹7.3 L | 8,227.33 ₹6.7 L | 9,001 ₹7.3 L | 8,821.43 ₹7.2 L |
| 1.01 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 94.74 | cum | 8,860 ₹8.4 L | 9,883.08 ₹9.4 L | 9,036.75 ₹8.6 L | 9,887 ₹9.4 L | 9,689.29 ₹9.2 L |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.86 | tonne | 90,000 ₹77,850 | 1,00,600 ₹87,019 | 91,799.7 ₹79,406.74 | 98,000 ₹84,770 | 98,428.25 ₹85,140.44 |
| 1.01 | 10.4.A.1:Direction and Place Identification signs with size more than 0.9 sqm size board <br> A. Retro-reflectorised Traffic Signs <br> 1 Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | 1 | sqm | 8,100 ₹8,100 | 8,979.41 ₹8,979.41 | 8,211.21 ₹8,211.21 | 12,500 ₹12,500 | 8,803.34 ₹8,803.34 |
| 2.00Miscellaneous works | ||||||||
Tender Value
₹37.5 L
EMD Value
₹50,000
Closing Date
30 Sept 2025, 6:00 pmClosed
Executive Engineer
Harbour Engineering Division, Alappuzha
The work includes, 1. Construction of Concrete road 2. Construction of Retaining wall 3. Supplying and Laying Geotextile
2025_HED_798115_1
HED/CEHED/TR/903/2023_5_1_1/1
Open Tender
Civil Works - Roads
210 days
Mannancherry Grama Panchayath
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
21 Jan 2026
16 Sept 2025
3 Oct 2025
16 Sept 2025
30 Sept 2025
16 Sept 2025
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