Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.8 LAccepted-AOC CHOCHUPARAMBIL ERATTUPETTA | IDUKKI | KERALA | 685501 | 1 | Accepted-AOC 1 | |
| 2 | Rejected-Technical MUNDACKAL THOMMANKUTHU | ERNAKULAM | KERALA | 680667 | - | Rejected-Technical 2 | |
| 3 | Rejected-Technical NO 44475 1 2 2024 | - | Rejected-Technical 3 |
| Sl No | Description | Qty | Unit | ADHARSH CONSTRUCTIONS L2 | SHAHUL HAMEED L1 | SHAMNAJ P MUHAMMED L3 |
|---|---|---|---|---|---|---|
| 1.00road maintenance | ||||||
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> 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 | 15.04 | cum | 48.26 ₹725.73 | 43.86 ₹659.57 Lowest | 51 ₹766.94 |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 2.77 | cum | 7,767.62 ₹21,500.77 | 7,059.49 ₹19,540.67 Lowest | 7,900 ₹21,867.2 |
| 1.00 | 12.6:Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.15 | tonne | 89,117.76 ₹13,278.55 | 80,993.31 ₹12,068 Lowest | 93,000 ₹13,857 |
| 1.00 | 12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 12.27 | cum | 8,215.74 ₹1,00,807.13 | 7,466.76 ₹91,617.15 Lowest | 8,380 ₹1,02,822.6 |
| 1.00 | OD54743/2026-2027:PVC WEEP HOLES- Providing weep holes using 75mm dia . PVC pipes working pressure 4kg/sqcm extending through the full width of the structures with slope 1(H):20 (V) towrdsa drawing face complete asper drawing and technical specification clauses 614,709,1204.3.7 | 10.2 | metre | 104.01 ₹1,060.9 | 94.53 ₹964.21 Lowest | 110 ₹1,122 |
| 1.01 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 129 | sqm | 14.13 ₹1,822.77 | 12.85 ₹1,657.65 Lowest | 15 ₹1,935 |
| 1.01 | 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) | 19.35 | cum | 8,444.79 ₹1,63,406.69 | 7,674.92 ₹1,48,509.7 Lowest | 8,600 ₹1,66,410 |
| 1.01 | OD54657/2026-2027:Providing and fixing Name Board -Granite of size 0.6 *0.6 M | 1 | each | 2,457.38 ₹2,457.38 | 2,233.15 ₹2,233.15 Lowest | 2,500 ₹2,500 |
Tender Value
Refer Docs
EMD Value
₹8,637
Closing Date
29 Jun 2026, 6:00 pmClosed
ASSISTANT ENGINEER
AE, LIDEW, VELLIYAMATTOM G.P
Pro no- 72 Koovakkandom vyavasaaya bhavan - Valiyamthodu road renovation Ward 9
2026_LSGD_856939_5
1/AE/LIDEW/VLTM/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
KOOVAKANDOM
Please refer Tender documents.
2 documents required · 2 mandatory
₹765
Yes
₹8,637
Yes
29 Jul 2026
22 Jun 2026
1 Jul 2026
22 Jun 2026
29 Jun 2026
22 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1road maintenance | |||||
| 1.001 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> 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 | - | cum | - | - |
| 1.002 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 1 | cum | - | - |
| 1.003 | 12.6:Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | - | tonne | - | - |
| 1.004 | 12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 1 | cum | - | - |
| 1.005 | OD54743/2026-2027:PVC WEEP HOLES- Providing weep holes using 75mm dia . PVC pipes working pressure 4kg/sqcm extending through the full width of the structures with slope 1(H):20 (V) towrdsa drawing face complete asper drawing and technical specification clauses 614,709,1204.3.7 | 1 | metre | - | - |
| 1.006 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | - | sqm | - | - |
| 1.007 | 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) | - | cum | - | - |
| 1.008 | OD54657/2026-2027:Providing and fixing Name Board -Granite of size 0.6 *0.6 M | - | each | - | - |
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1448525.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
Tendernotice_1.pdf
PDF • 0.04 MB
BOQ_1448525.xls
BOQ • 0.30 MB
SBD.pdf
Tender Documents • 2.35 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 .