Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.5 LAccepted-AOC | ₹2.5 L | 1 | Accepted-AOC L1 |
| 2 | 2₹2.9 LRejected-Finance | ₹2.9 L | 2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | Sasikumaran T L1 | Jishnu Das P L2 |
|---|---|---|---|---|---|
| 1.00New tarring works | |||||
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 41.85 | cum | 63 ₹2,636.55 | 100 ₹4,185 |
| 1.00 | OD255815/2023-2024:Filling with Quarry Muck -Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top | 16.2 | cum | 940 ₹15,228 | 1,100 ₹17,820 |
| 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 | 41.85 | cum | 3,336 ₹1.4 L | 4,000 ₹1.7 L |
| 1.00 | 5.1.1a:Prime Coat :- Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 279 | sqm | 69 ₹19,251 | 76 ₹21,204 |
| 1.00 | 5.2.3a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 279 | sqm | 14 ₹3,906 | 16 ₹4,464 |
| 1.01 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means :- Type A (II) Bitumen (S-65) | 279 | sqm | 241 ₹67,239 | 265 ₹73,935 |
| 1.01 | OD418833/2023-2024:Providing and fixing granite of any colour and shade for name board of required size laid over base of cement mortar 1:4 including all charges etc complete at all levels , including lettering & amp;amp; fixing | 1 | each | 2,724 ₹2,724 | 3,500 ₹3,500 |
Tender Value
₹2.5 L
EMD Value
₹6,275
Closing Date
21 Mar 2024, 5:00 pmClosed
Assistant Engineer
ASSISTANT ENGINEER MANJERI MUNICIPALITY
MLA-SDF-MANJERI MUNICIPALITY 2023-24 CODE-7254 23 WARD -27-ASARI PARAMBU -OORBAN KUNNU-AMAYAMCODE ROAD TARRING -General Civil Work
2024_LSGD_669852_2
E1-ETN 15/23-24/AE
Open Tender
Civil Works - Roads
150 days
Manjeri
Please refer Tender documents.
9 documents required · 9 mandatory
₹555
Yes
₹6,275
Yes
6 Apr 2026
14 Mar 2024
23 Mar 2024
14 Mar 2024
21 Mar 2024
14 Mar 2024
Amount
New tarring works
3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
OD255815/2023-2024:Filling with Quarry Muck -Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top
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
5.1.1a:Prime Coat :- Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
5.2.3a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means :- Type A (II) Bitumen (S-65)
OD418833/2023-2024:Providing and fixing granite of any colour and shade for name board of required size laid over base of cement mortar 1:4 including all charges etc complete at all levels , including lettering & amp;amp; fixing
Jishnu Das P
Bidder Name
Sasikumaran T
Jishnu Das P
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1042183.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 • 0.28 MB
BOQ_1042183.xls
BOQ • 0.30 MB
viewnit.pdf
Tender Documents • 0.03 MB
viewsbd.pdf
Tender Documents • 1.76 MB
Download all tender documents and submit your bid