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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹18.5 LAccepted-AOC | 1 | Accepted-AOC AOC | |
| 2 | 2₹18.8 L+₹32,811.17 (1.77%)Rejected-Finance | 2 | Rejected-Finance Second lowest rate | |
| 3 | Rejected-Technical 679334 | MALAPPURAM | KERALA | 679334 | - | Rejected-Technical Highest rate |
| Sl No | Description | Qty | Unit | SUNIL M L2 | WILSON V L1 | SUNIL KUMAR L3 |
|---|---|---|---|---|---|---|
| 1.00Appendix A. Road work (MoRD) | ||||||
| 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 | 0.03 | Hectare | 44,086.72 ₹1,102.17 | 42,796.42 ₹1,069.91 Lowest | 47,000 ₹1,175 |
| 1.00 | OD5863/2024-2025:Filling with local materials / quarry waste spreading in uniform layers onprepared surface, levelling the top and consolidation by ramming etc complete for improving the CBR value of subgrade Clause 408. (Based on 4.11.2)
unit = cum Taking output = 300 cum | 124.95 | cum | 1,668.93 ₹2,08,532.8 | 1,656.47 ₹2,06,975.93 Lowest | 1,800 ₹2,24,910 |
| 1.00 | OD2698/2025-2026: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 wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. | 83.3 | cum | 2,247.04 ₹1,87,178.43 | 2,181.27 ₹1,81,699.79 Lowest | 2,750 ₹2,29,075 |
| 1.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 89.13 | cum | 8,427.17 ₹7,51,130.52 Lowest | 8,985.34 ₹8,00,881.32 | 8,999 ₹8,02,098.87 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 3.46 | tonne | 1,12,357.11 ₹3,88,867.96 | 91,277.43 ₹3,15,911.19 | 90,050 ₹3,11,663.05 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 | 5 | metre | 5,135.06 ₹25,675.3 | 3,496.2 ₹17,481 Lowest | 23,500 ₹1,17,500 |
| 1.01 | 10.4.A.2:Direction and Place Identification signs with size more than 0.9 sqm size board<br> A. Retro-reflectorised Traffic Signs <br>2 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 dia GI Pipe 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 | 7,674.21 ₹7,674.21 Lowest | 8,123.73 ₹8,123.73 | 8,200 ₹8,200 |
| 1.01 | 10.7:Painting on Concrete/Steel Surfaces with Epoxy<br> Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 | 20.64 | sqm | 702.15 ₹14,492.38 | 199.15 ₹4,110.46 | 110 ₹2,270.4 Lowest |
| 1.01 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 18.38 | cum | 608.85 ₹11,187.62 | 591.03 ₹10,860.18 Lowest | 650 ₹11,943.75 |
Tender Value
₹20.3 L
EMD Value
₹50,000
Closing Date
16 Aug 2025, 6:00 pmClosed
Executive Engineer
Executive Engineer Harbour Engineering Department, (HED)O/o Office of the Executive Engineer ,ALAPPUZHA
This works includes 1. Construction of concrete road with gsb filling 2.Dismantling existing retaining wall 3. Construction of retaining wall
2025_HED_781530_1
HED/CEHED/TR/981/2024_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
150 days
Chingoli Panchayath
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
17 Sept 2025
1 Aug 2025
19 Aug 2025
1 Aug 2025
16 Aug 2025
1 Aug 2025
Amount
Appendix A. Road work (MoRD)
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
OD5863/2024-2025:Filling with local materials / quarry waste spreading in uniform layers onprepared surface, levelling the top and consolidation by ramming etc complete for improving the CBR value of subgrade Clause 408. (Based on 4.11.2) unit = cum Taking output = 300 cum
OD2698/2025-2026: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 wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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
10.4.A.2:Direction and Place Identification signs with size more than 0.9 sqm size board<br> A. Retro-reflectorised Traffic Signs <br>2 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 dia GI Pipe 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
10.7:Painting on Concrete/Steel Surfaces with Epoxy<br> Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
Retaining wall
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar
60.7.1: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
60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
OD2604/2025-2026:Random rubble masonry with hard stone in foundation and plinth
OD2987/2025-2026:Supplying and laying of geotextile 120gm/sq m with necessary overlap,stitching etc complete as per the direction of departmental officers at site including all materials cost,conveyance,labour charges etc complete.
SUNIL M (BID ID -2289677)
SUNIL KUMAR (BID ID -2290862)
Bidder Name
SUNIL M
WILSON V
SUNIL KUMAR
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