Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹1.8 Cr+₹31.8 L (22.0%)Rejected-AOC STAR NAGAR THEKKIL FERRY BEVINJE KASARAGOD 671541 | KASARAGOD | KASARAGOD | KERALA | 671541 | L2 | Rejected-AOC L2 | |
| 3 | L3₹1.8 Cr+₹34.8 L (24.1%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹1.9 Cr+₹49.3 L (34.2%)Rejected-AOC | L4 | Rejected-AOC L4 | |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance Others-This is not the respective BOQ. |
| Sl No | Description | Qty | Unit | AK THOUSEEF L3 | CM ASHARAF L2 | NAMSHAD A. L4 | MOHAMMED RAFI K M L1 |
|---|---|---|---|---|---|---|---|
| 1.00Road_MoRD | |||||||
| 1.00 | 2.2.2.A:Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (II) By Mechanical Means (A) In area of non-thorny jungle | 0.23 | Hectare | 34,686.18 ₹8,151.25 | 31,500 ₹7,402.5 | 36,200 ₹8,507 | 8,052 ₹1,892.22 Lowest |
| 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 | 1,225.17 | cum | 56.5 ₹69,222.11 | 52 ₹63,708.84 | 60 ₹73,510.2 | 16 ₹19,602.72 Lowest |
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 5,073 | sqm | 16.55 ₹83,958.15 | 15 ₹76,095 | 17 ₹86,241 | 6.3 ₹31,959.9 Lowest |
| 1.00 | 4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead | 1,070.6 | cum | 3,850 ₹41,21,790.75 | 3,450 ₹36,93,552.75 Lowest | 4,070 ₹43,57,321.65 | 3,681.9 ₹39,41,823.73 |
| 1.00 | 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 | 170.53 | cum | 8,250 ₹14,06,872.5 | 10,000 ₹17,05,300 | 9,800 ₹16,71,194 | 4,616 ₹7,87,166.48 Lowest |
| 1.01 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 221.13 | cum | 8,900 ₹19,68,057 | 10,850 ₹23,99,260.5 | 10,300 ₹22,77,639 | 6,117 ₹13,52,652.21 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 6.39 | tonne | 87,866.07 ₹5,61,552.05 | 85,100 ₹5,43,874.1 | 1,09,000 ₹6,96,619 | 80,142 ₹5,12,187.52 Lowest |
| 1.01 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 23.27 | cum | 675 ₹15,708.6 | 600 ₹13,963.2 Lowest | 710 ₹16,523.12 | 687.6 ₹16,001.83 |
| 2.00BM & BC MoRTH | |||||||
Tender Value
₹1.7 Cr
EMD Value
₹50,000
Closing Date
10 Aug 2026, 6:00 pmClosed
Superintending Engineer Harbour Engg Dept
Superintending Engineer Harbour Engineering Department(HED) Office of the Superintending Engineer, NORTH CIRCLE Kozhikode
GENERAL BUDGET 2021 2022 Upgradation of Hosabettu beach road to Kanvatirtha road in Manjeswaram Grama Panchayath in Kasargod District General Civil Work
2026_HED_862789_1
HED/CEHED/TR/556/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
300 days
Manjeswaram Grama Panchayath
Please refer Tender documents.
11 documents required · 11 mandatory
₹5,515
Yes
₹50,000
Yes
17 Oct 2026
27 Jul 2026
13 Aug 2026
27 Jul 2026
10 Aug 2026
27 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road_MoRD | |||||
| 1.001 | 2.2.2.A:Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (II) By Mechanical Means (A) In area of non-thorny jungle | - | Hectare | - | - |
| 1.002 | 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 | - | cum | - | - |
| 1.003 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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 | - | - |
| 1.004 | 4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead | - | cum | - | - |
| 1.005 | 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 | - | cum | - | - |
| 1.006 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 1 | cum | - | - |
| 1.007 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.008 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 1 | cum | - | - |
| 2BM & BC MoRTH | |||||
stage.html
html • 0.05 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1459279.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 • 0.05 MB
sbd.pdf
Tender Documents • 5.26 MB
BOQ_1459279.xls
BOQ • 0.31 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 .