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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹99.0 LAccepted-AOC CHETTIYADA KANNADY PO PULINCUNNOO ALAPPUZHA | ₹99.0 L | L1 | Accepted-AOC Lowest-L1 |
| 2 | L2₹1.1 Cr+₹7.4 L (7.43%)Rejected-Finance KUTTIYIL MANGAMKUZHY | PATHANAMTHITTA | KERALA | 689694 | ₹1.1 Cr+₹7.4 L (7.43%) | L2 | Rejected-Finance Second |
| 3 | L3₹1.1 Cr+₹9.8 L (9.87%)Rejected-Finance | ₹1.1 Cr+₹9.8 L (9.87%) | L3 | Rejected-Finance Third |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Requisite GST of Tender fee not paid |
Tender Value
₹1.0 Cr
EMD Value
₹50,000
Closing Date
23 Oct 2025, 6:00 pmClosed
Superintending Engineer HECC
Superintending Engineer, Harbour Engineering Central Circle, Corporation Building, Paramara Road, Ernakulam North,Kochi-18
GENERAL-Upgradation of Coastal Roads in Alappuzha District -Road from L.C Jetty to Umbikkaramin ward 2, 3 of Kainakary Panchayath of Kuttanad LAC- General Civil Work
2025_HED_808251_1
HED/CEHED/TR/410/2023_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
270 days
Kainakary Panchayath
Please refer Tender documents.
11 documents required · 11 mandatory
₹5,515
Yes
₹50,000
Yes
7 Nov 2025
10 Oct 2025
25 Oct 2025
10 Oct 2025
23 Oct 2025
10 Oct 2025
Amount
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
OD4863/2025-2026: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.
OD2154/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13 soil gravel mixture or quarry waste) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with appropriate machinery on prepared surface, mixing by mix in place method with rotavator or any means at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.9 (Based on 4.11.2 MoRD)
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
Retaining wall
2.33.1:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 30 cm girth up to and including 60 cm girth
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
OD2348/2025-2026:Random rubble masonry with hard stone in foundation and plinth without levelling course levelling course up to plinth level including all materials cost labour charges conveyance etc complete.
OD2339/2025-2026: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.
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)
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.
16.21:Engraving letters in hard stone
Road Marking
8.13:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform, and free from streaks and holes.
SIBI FRANCIS (BID ID -2402225)
ANIL KUMAR R (BID ID -2399462)
Bidder Name
SIBI FRANCIS
ANIL KUMAR R
JOSHY VARGHESE
tech_eval.pdf
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