Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.5 LAccepted-AOC | ₹7.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹7.6 L+₹16,568.28 (2.22%)Accepted-AOC | ₹7.6 L+₹16,568.28 (2.22%) | L2 | Accepted-AOC L2 |
| 3 | L3₹7.9 L+₹42,053.70 (5.64%)Rejected-Finance | ₹7.9 L+₹42,053.70 (5.64%) | L3 | Rejected-Finance 3RDLOWEST |
| 4 | L4₹8.9 L+₹1.4 L (19.1%)Rejected-Finance | ₹8.9 L+₹1.4 L (19.1%) | L4 | Rejected-Finance TH |
| Sl No | Description | Qty | Unit | Muhammed Shafi vemmully L3 | SKUMAR L4 | MUHAMMED KARULLI L1 | Dubai constructions L2 |
|---|---|---|---|---|---|---|---|
| 1.00Retarring | |||||||
| 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. | 870 | sqm | 8.56 ₹7,443.98 | 9.65 ₹8,393.69 | 8 ₹6,960 Lowest | 9 ₹7,830 |
| 1.00 | 4.9 : Wet Mix Macadam <br>
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. <br>
By Mechanical Means with 1 km lead | 130.5 | cum | 2,892.73 ₹3,77,501.6 | 3,261.79 ₹4,25,663.65 | 2,743 ₹3,57,961.5 | 2,700 ₹3,52,350 Lowest |
| 1.00 | 5.1.1a : Prime Coat :-
Low porosity <br>
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 | 870 | sqm | 60.3 ₹52,462.36 | 67.99 ₹59,155.56 | 57 ₹49,590 Lowest | 70 ₹60,900 |
| 1.00 | 5.2.3a : Tack Coat <br>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. | 870 | sqm | 12.9 ₹11,222.54 | 14.55 ₹12,654.32 | 12 ₹10,440 Lowest | 12 ₹10,440 Lowest |
| 1.00 | 5.9.1.2a : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 <br>
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. <br>
Case - I By Manual Means <br>
(II) Bitumen (S-65) | 870 | sqm | 168.13 ₹1,46,270.13 | 189.58 ₹1,64,931.42 | 159 ₹1,38,330 Lowest | 164 ₹1,42,680 |
| 1.01 | 5.12.A.3.2a : Seal Coat - Manual Means - Type C - Bitumen S-65 <br>
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 <br>
A. By Manual Means :-
Case - III : Type C <br>
(II) Bitumen (S-65) | 870 | sqm | 71.18 ₹61,927.61 | 80.26 ₹69,828.4 | 67 ₹58,290 | 64 ₹55,680 Lowest |
| 2.00concreting | |||||||
| 2.00 | od1665545/2021_2022 : Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling<br>the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 10.4 | cum | 815.08 ₹8,480.87 | 919.07 ₹9,562.87 | 773 ₹8,043.06 Lowest | 900 ₹9,364.5 |
| 2.00 | od1667473/2021_2022 : (OD FROM MoRD 75.8.1)Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4<br>course aggregate) laid to required slope and camber in panels as required<br>including compaction, finishing and tamping etc .complete. Max. size of course<br>aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per<br>specification<br> (i) Nominal mix (1:2:4) | 17.61 | cum | 6,967.11 ₹1,22,690.82 | 7,855.98 ₹1,38,343.84 | 6,606 ₹1,16,331.66 Lowest | 7,000 ₹1,23,270 |
Tender Value
₹9.1 L
EMD Value
₹22,730
Closing Date
9 Mar 2022, 5:00 pmClosed
Assistant Engineer
O/o ASSISTANT ENGINEER EDAPPATTA GP
Annual plan 2021-22,Edappatta GP,Pro no.243/22 Chenganamkunnu Palod Olappara road improvement In ward 13
2022_LSGD_478612_2
TN-07/2021/AE/LSGD/EDP
Open Tender
Civil Works - Roads
Item Rate
60 days
Edappatta GP
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,150
₹22,730
Yes
26 Oct 2025
28 Feb 2022
11 Mar 2022
28 Feb 2022
9 Mar 2022
28 Feb 2022
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_687154.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
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 .