Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.3 LAccepted-AOC | L1 | Accepted-AOC agreement executed | |
| 2 | L2₹6.4 L+₹9,729 (1.55%)Rejected-AOC | L2 | Rejected-AOC Higher rate | |
| 3 | Rejected-Technical KOOVANICKAL ATHIRAMPUZHA P O KOTTAYAM | KOTTAYAM | KOTTAYAM | KERALA | - | Rejected-Technical higher rate hence not admitted | |
| 4 | Rejected-Technical PANATHARA HOUSE VILLOONNI PO ETTUMANOOR BLOCK PANCHAYATH 0801 DISTRICT TREASURY KOTTAYAM | KOTTAYAM | KOTTAYAM | KERALA | - | Rejected-Technical higher rate hence not admitted |
| Sl No | Description | Qty | Unit | VANGUARD CONSTRUCTIONS L1 | ALEX THOMAS L2 | NIDHIN MATHEW L3 | Ratheesh p s L4 |
|---|---|---|---|---|---|---|---|
| 1.00Road concreting | |||||||
| 1.00 | OD103451/2025-2026:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous road Surface to a Depth of 150 mm by Mechanical Means and compacting the aggregates obtained from scarification with power roller as per direction of departmental officers at site | 436.56 | sqm | 6.75 ₹2,946.78 | 10 ₹4,365.6 | - | 4 ₹1,746.24 Lowest |
| 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) | 68.84 | cum | 7,172.83 ₹4,93,806.31 Lowest | 7,272 ₹5,00,633.57 | 7,650 ₹5,26,656.6 | 7,500 ₹5,16,330 |
| 1.00 | OD103450/2025-2026:Construction of Embankment with material obtained from borrow pits-
Construction of Embankment with approved material obtained from borrow pits with a lift up to 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead up to 1000m as per technical specification Clause 301.5(Wih out roller)( for upper kuttanad areas) | 23.52 | cum | 375 ₹8,820 | 250 ₹5,880 Lowest | - | 580 ₹13,641.6 |
| 1.00 | OD103452/2025-2026:Filling with quarry muck:Filling up low lying and waterlogged areas with local material/quarry muck spreading in layers , levelling top at site and consolidation by ramming , etc complete for iproving the CBR value of subgrade | 7.84 | cum | 750 ₹5,880 | 500 ₹3,920 Lowest | - | 860 ₹6,742.4 |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 16.8 | cum | 6,890.04 ₹1,15,752.67 Lowest | 7,270 ₹1,22,136 | 7,400 ₹1,24,320 | 7,600 ₹1,27,680 |
Tender Value
₹8.4 L
EMD Value
₹20,980
Closing Date
5 Aug 2025, 5:00 pmClosed
Assisstant Engineer
Office of the Assistant Engineer, LID and EW Section ,Neendoor Grama Panchayat
Annual Plan-Project no 122/25-26 NDR-Maintenance of Sasthav Pulikkal Road Ward 11 of Neendoor GP
2025_LSGD_779487_18
T5/AE/NDR/24-25
Open Tender
Civil Works - Roads
Item Rate
270 days
Neendoor G.P
Please refer Tender documents.
12 documents required · 12 mandatory
₹1,850
Yes
₹20,980
Yes
4 Jun 2026
29 Jul 2025
7 Aug 2025
29 Jul 2025
5 Aug 2025
29 Jul 2025
Amount
Road concreting
OD103451/2025-2026:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous road Surface to a Depth of 150 mm by Mechanical Means and compacting the aggregates obtained from scarification with power roller as per direction of departmental officers at site
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)
OD103450/2025-2026:Construction of Embankment with material obtained from borrow pits- Construction of Embankment with approved material obtained from borrow pits with a lift up to 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead up to 1000m as per technical specification Clause 301.5(Wih out roller)( for upper kuttanad areas)
OD103452/2025-2026:Filling with quarry muck:Filling up low lying and waterlogged areas with local material/quarry muck spreading in layers , levelling top at site and consolidation by ramming , etc complete for iproving the CBR value of subgrade
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
ALEX THOMAS (BID ID -2274854)
NIDHIN MATHEW (BID ID -2275295)
Ratheesh p s (BID ID -2275527)
Bidder Name
ALEX THOMAS
NIDHIN MATHEW
VANGUARD CONSTRUCTIONS
Ratheesh p s
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1277533.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .