Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAccepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution No.217/25 dtd.29-08-2025 of Mokeri GP | |
| 2 | L2₹8.5 L+₹1,166.88 (0.14%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence Rejected |
| Sl No | Description | Qty | Unit | C.V Santhosh Kumar L2 | RAGHUTHAMAN K L1 |
|---|---|---|---|---|---|
| 1.00Road Retaring | |||||
| 1.00 | 2.14.2.A:Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (II) By Mechanical Means (A) Bituminous Courses | 18.18 | cum | 424.2 ₹7,711.96 Lowest | 424.2 ₹7,711.96 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 | 98.1 | cum | 3,504.6 ₹3,43,801.26 Lowest | 3,504.6 ₹3,43,801.26 Lowest |
| 1.00 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 15.84 | sqm | 399.27 ₹6,324.44 Lowest | 399.27 ₹6,324.44 Lowest |
| 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 | 909 | sqm | 80.21 ₹72,910.89 Lowest | 80.21 ₹72,910.89 Lowest |
| 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. | 909 | sqm | 18.76 ₹17,052.84 Lowest | 18.76 ₹17,052.84 Lowest |
| 1.01 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 300 | sqm | 15.65 ₹4,695 Lowest | 15.65 ₹4,695 Lowest |
| 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) | 1,209 | sqm | 291.87 ₹3,52,870.83 Lowest | 291.87 ₹3,52,870.83 Lowest |
| 1.01 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 1.35 | cum | 8,574.28 ₹11,575.28 Lowest | 8,574.28 ₹11,575.28 Lowest |
| 1.01 | OD350183/2025-2026:Boundary pillar / Guard stone 15X15X90cm , Reinforced cement concrete M15grade of standard design as per IRC :25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 (Modified data 8.16 of (MoRTH) | 44 | 1 nos | 800 ₹35,200 | 773.48 ₹34,033.12 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,274
Closing Date
25 Oct 2025, 5:00 pmClosed
ASSISTANT ENGINEER,MOKERI GP
OFFICE OF THE ASSISTANT ENGINEER,MOKERI GP
Annual Plan-Mokeri GP, Project No.45/25-26 Renovation of Paathippalam Aquaduct Canal Road-General Civil Work
2025_LSGD_810278_1
AE/LIDEW/MKY/TNDR/45/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
MOKERI GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,880
Yes
₹21,274
Yes
1 Dec 2025
16 Oct 2025
27 Oct 2025
16 Oct 2025
25 Oct 2025
16 Oct 2025
Amount
Road Retaring
2.14.2.A:Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (II) By Mechanical Means (A) Bituminous Courses
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
75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.
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.
75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface 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)
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
OD350183/2025-2026:Boundary pillar / Guard stone 15X15X90cm , Reinforced cement concrete M15grade of standard design as per IRC :25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 (Modified data 8.16 of (MoRTH)
C.V Santhosh Kumar (BID ID -2408378)
Bidder Name
RAGHUTHAMAN K
C.V Santhosh Kumar
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1352210.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 • 0.06 MB
BOQ_1352210.xls
BOQ • 0.30 MB
prelimc.pdf
Tender Documents • 0.19 MB
viewsbd.pdf
Tender Documents • 1.85 MB
formc.pdf
Tender Documents • 0.25 MB
affic.pdf
Tender Documents • 0.24 MB
epayment.pdf
Tender Documents • 0.23 MB
ipact.pdf
Tender Documents • 0.23 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 .