Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 LAccepted-AOC KAVALA JELLY RORD | ₹2.3 L | L1 | Accepted-AOC Accepted Vide Resolution No.3(2) dtd.17/02/2025 of T V Puram GP |
| 2 | L2₹2.3 L+₹699.09 (0.30%)Rejected-AOC IDUKKI | KERALA | 685501 | ₹2.3 L+₹699.09 (0.30%) | L2 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | T V Manoj L1 | RAJEEV P P L2 |
|---|---|---|---|---|---|
| 1.00RE TARRING OF THEERADESA ROAD WARD 14 | |||||
| 1.00 | OD400559/2025-2026:Scarifying existing road surface to a depth of 150mm and compacting the obtained aggregates from scarifying with power roller , as per direction of departmental officials at site. | 189.2 | sqm | 7.8 ₹1,475.76 Lowest | 8.2 ₹1,551.44 |
| 1.00 | OD400560/2025-2026:QUARRY MUCK Filling (with Roller Consolidation) by spreading in uniform layers on prepared surface and compacting by three wheel 80-100 KN static road roller to achieve the desired density etc. complete as per Technical Specification Clause 408. Using Quarry waste (MORD) | 9.46 | cum | 1,254.08 ₹11,863.6 Lowest | 1,255 ₹11,872.3 |
| 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 | 28.38 | cum | 3,750.64 ₹1,06,443.16 Lowest | 3,752 ₹1,06,481.76 |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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 | 283.8 | sqm | 80.37 ₹22,809.01 Lowest | 81 ₹22,987.8 |
| 1.00 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates 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. | 283.8 | sqm | 18.89 ₹5,360.98 Lowest | 19.5 ₹5,534.1 |
| 1.01 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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) | 283.8 | sqm | 289.21 ₹82,077.8 Lowest | 290 ₹82,302 |
Tender Value
₹2.3 L
EMD Value
₹5,751
Closing Date
4 Feb 2026, 6:00 pmClosed
Assistant Engineer
Assistant Engineer LID EW section T V Puram
PRO NO 213/25 THEERADESA ROAD RE-TARRING REACH 2 IN WARD 14 OF T V PURAM GP
2026_LSGD_830989_1
29/AE/TVPM/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
T V Puram
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹5,751
Yes
5 May 2026
28 Jan 2026
6 Feb 2026
28 Jan 2026
4 Feb 2026
28 Jan 2026
28 Jan 2026 - 3 Feb 2026
RE TARRING OF THEERADESA ROAD WARD 14
OD400559/2025-2026:Scarifying existing road surface to a depth of 150mm and compacting the obtained aggregates from scarifying with power roller , as per direction of departmental officials at site.
OD400560/2025-2026:QUARRY MUCK Filling (with Roller Consolidation) by spreading in uniform layers on prepared surface and compacting by three wheel 80-100 KN static road roller to achieve the desired density etc. complete as per Technical Specification Clause 408. Using Quarry waste (MORD)
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
75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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
75.5.2.3pb:Tack Coat - With Packed Bitumen Rates 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.
75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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)
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1396168.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
Tendernotice_1.pdf
PDF • 0.28 MB
SBD.pdf
Tender Documents • 0.96 MB
Formoftender.pdf
Tender Documents • 0.25 MB
Integritypact.pdf
Other Document • 0.24 MB
Priliminaryagreement.pdf
Tender Documents • 0.26 MB
Epayment.pdf
Other Document • 0.24 MB
BOQ_1396168.xls
BOQ • 0.30 MB
Affidavit.pdf
Tender Documents • 0.24 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 .