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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹40.3 LAccepted-AOC THIRUVILAKKIL SANATHANAPURAM P O ALAPPUZHA AMBALAPPUZHA TALUK ALAPPUZHA DISTRICT | ₹40.3 L | 1 | Accepted-AOC AOC |
| 2 | 2₹40.8 LRejected-Finance | ₹40.8 L | 2 | Rejected-Finance Second lowest rate |
| Sl No | Description | Qty | Unit | BAIJU V L1 | Thomas Kurian L2 |
|---|---|---|---|---|---|
| 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 | 0.02 | Hectare | 44,966.35 ₹899.33 | 45,537.12 ₹910.74 |
| 1.00 | OD2539/2025-2026:Coconut pile-Supplying and stacking well matured straight coconut post for driving down
through various strata below bed level including cost conveyence , labour charges etc complete.
(Based on 60.64.1) | 138 | metre | 142.37 ₹19,647.06 | 144.24 ₹19,905.12 |
| 1.00 | OD2538/2025-2026:Coconut Pile- Driving down coconut pile to lines and levels through various strata including all
hire charges and labour for fixing, staging platform and all other appliances necessary for pile
driving down after pointing the bottom end | 124.2 | metre | 244.45 ₹30,360.69 | 247.76 ₹30,771.79 |
| 1.00 | OD6421/2025-2026: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. | 288.2 | cum | 1,083.79 ₹3.1 L | 1,097.77 ₹3.2 L |
| 1.00 | OD7579/2025-2026: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. | 112.5 | cum | 2,291.72 ₹2.6 L | 2,320.96 ₹2.6 L |
| 1.01 | 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 | 76.75 | cum | 8,594.38 ₹6.6 L | 8,704.41 ₹6.7 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 | 100.81 | cum | 9,405.59 ₹9.5 L | 9,560.77 ₹9.6 L |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1.23 | tonne | 95,905.48 ₹1.2 L | 97,122.88 ₹1.2 L |
| 1.01 | 10.4.A.1:Direction and Place Identification signs with size more than 0.9 sqm size board A. Retro-reflectorised Traffic Signs 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 | 10,865.62 ₹10,865.62 | 8,687.35 ₹8,687.35 |
Tender Value
₹42.2 L
EMD Value
₹50,000
Closing Date
25 Feb 2026, 6:00 pmClosed
Executive Engineer
Executive Enginerr, Harbour Engineering Division, Alappuzha
Upgradation Of Coastal Roads In Alappuzha District Kayalparambu Thuruthu Road With Sid-Wall In Ward No 2 Of Nedumudi Grama Panchayath In Kuttanad LAC
2026_HED_832878_2
HED/CEHED/TR/435/2025_5_1_1/1
Open Tender
Civil Works - Roads
270 days
Nedumudi Grama Panchayath
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
₹50,000
1 Jun 2026
18 Feb 2026
27 Feb 2026
18 Feb 2026
25 Feb 2026
18 Feb 2026
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
OD2539/2025-2026:Coconut pile-Supplying and stacking well matured straight coconut post for driving down through various strata below bed level including cost conveyence , labour charges etc complete. (Based on 60.64.1)
OD2538/2025-2026:Coconut Pile- Driving down coconut pile to lines and levels through various strata including all hire charges and labour for fixing, staging platform and all other appliances necessary for pile driving down after pointing the bottom end
OD6421/2025-2026: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.
OD7579/2025-2026: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.
11.4.1.1: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
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
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
10.4.A.1:Direction and Place Identification signs with size more than 0.9 sqm size board A. Retro-reflectorised Traffic Signs 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
Side Protection 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
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
OD2533/2025-2026:Random rubble masonry with hard stone in Cement mortar 1:6 (1 cement : 6 coarse sand) in foundation and plinth, without levelling course , up to plinth level including all materials cost labour charges, conveyance etc complete.
OD2537/2025-2026:Supplying and laying geotextile 120gram per sq. meter (best quality) with necessary overlap ,stitching charges, all cost ,conveyance charges, labour charges etc... complete as per the departmental officers at site.
16.21:Engraving letters in hard stone
16.86.1:Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-charge.With granite stone of area less than 0.50 sqm.
13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
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