Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 LAccepted-AOC MELARCODE PALAKKAD | PALAKKAD | KERALA | 672122 | ₹2.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹2.9 LRejected-AOC CHELLIMARTHARA PANDARAKKULAM SC COLONY COMPREHENSIVE DEVELOPMENT THENKURISSI GRAMA PANCHAYAT THAROOR DIVISION PROJECT NO 145 24 COLONY SAMAGRA VIKASANAM PROJECT NO 145 24 GENERAL CIVIL WORK | PALAKKAD | KERALA | 672122 | ₹2.9 L | L2 | Rejected-AOC L2 |
| 3 | L3₹3.3 LRejected-AOC | ₹3.3 L | L3 | Rejected-AOC L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L7 |
| 5 | Rejected-Technical AYILOOR PO PALAKKAD PIN 678510 | PALAKKAD | KERALA | 678510 | - | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | C.K.BABU L1 | SUDHAKARAN.A.K L3 | KASIM S L4 | VIJAYARAGHAVAN C L6 | SIVADASAN P L5 | GIRISH.M L7 | NIKHIL. C .K L2 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Road | ||||||||||
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 48.67 | cum | 37.22 ₹1,811.50 | 42.1 ₹2,049.01 | 42.63 ₹2,074.80 | 42.75 ₹2,080.64 | 42.69 ₹2,077.72 | 44.27 ₹2,154.62 | 37.93 ₹1,846.05 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 23.55 | cum | 2,273.1 ₹53,531.51 | 2,571.17 ₹60,551.05 | 2,603.55 ₹61,313.60 | 2,610.56 ₹61,478.69 | 2,606.88 ₹61,392.02 | 2,703.68 ₹63,671.66 | 2,316.49 ₹54,553.34 |
| 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) | 35.33 | cum | 6,512.91 ₹2.3 L | 7,366.96 ₹2.6 L | 7,459.73 ₹2.6 L | 7,479.81 ₹2.6 L | 7,469.29 ₹2.6 L | 7,746.64 ₹2.7 L | 6,637.24 ₹2.3 L |
| 2.00Name board | ||||||||||
| 2.00 | OD43591/2025-2026:Supplying and providing Readymade GI Name board all conveyance, Labour and hire
charge etc. Complete using GI Hollow tube of size 80*40*1.4mm Post. 40*20*1.4mm
outer frame , 0.6mm thick iron sheet of Size 0.90*0.60 with two coat of enamel
painting over a coat of primer, lettering with suitable color and size, fixing the post in
ground with CC 1:2:4 etc complete | 1 | no | 2,606.47 ₹2,606.47 | 2,948.26 ₹2,948.26 | 2,985.39 ₹2,985.39 | 2,993.43 ₹2,993.43 | 2,989.22 ₹2,989.22 | 3,100.21 ₹3,100.21 | 2,656.23 ₹2,656.23 |
Tender Value
₹4.2 L
EMD Value
₹10,573
Closing Date
31 Jul 2025, 4:00 pmClosed
AEE LID and EW Nemmara BP
AEE LID and EW Nemmara BP
Annual Plan-2025-26 Nenmara Block panchayath 52/25-26 -Aaladi Mannathikulambu road in Elavanchery Gramapanchayath
2025_LSGD_778267_5
1/Tender/25-26/AEE/LID/EW/NMA
Open Tender
Civil Works - Others
180 days
Nemmara
Please refer Tender documents.
8 documents required · 8 mandatory
₹935
Yes
₹10,573
Yes
22 Dec 2025
23 Jul 2025
4 Aug 2025
23 Jul 2025
31 Jul 2025
23 Jul 2025
Amount
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
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)
Name board
OD43591/2025-2026:Supplying and providing Readymade GI Name board all conveyance, Labour and hire charge etc. Complete using GI Hollow tube of size 80*40*1.4mm Post. 40*20*1.4mm outer frame , 0.6mm thick iron sheet of Size 0.90*0.60 with two coat of enamel painting over a coat of primer, lettering with suitable color and size, fixing the post in ground with CC 1:2:4 etc complete
NIKHIL. C .K (BID ID -2263961)
SUDHAKARAN.A.K (BID ID -2266278)
KASIM S (BID ID -2268116)
SIVADASAN P (BID ID -2268858)
VIJAYARAGHAVAN C (BID ID -2268653)
GIRISH.M (BID ID -2268905)
Bidder Name
NIKHIL. C .K
VIJAYARAGHAVAN C
SUDHAKARAN.A.K
KASIM S
C.K.BABU
GIRISH.M
SIVADASAN P
stage.html
html • 0.05 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1274898.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 • 0.04 MB
Download all tender documents and submit your bid
