Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹5.8 L+₹12,014.91 (2.10%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | BINUKUTTAN G L2 | ABHILASH P L1 |
|---|---|---|---|---|---|
| 1.00Restoration & Tarring | |||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 68.4 | cum | 70 ₹4,788 | 66.84 ₹4,571.86 Lowest |
| 1.00 | OD19953/2025-2026:Carriage of departmental cut earth from one site to other site or to stacking yard by means of tipper of 5.50cum capacity including all cost of labour, machineries, loading, unloading, and stacking/ spreading charges as per the direction of Engineer at site | 68.4 | cum | 200 ₹13,680 | 199.16 ₹13,622.54 Lowest |
| 1.00 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 68.4 | cum | 20 ₹1,368 | 16.07 ₹1,099.19 Lowest |
| 1.00 | OD179973/2025-2026:Granular sub base /surface course with local materials (Table 400.1) by mix in place method
normal. Construction of granular sub-base by providing local meterial spreading in uniform
layers manually mixing by mix in place method and compacting with rammers to achieve the
desired density complete as per Clause 401.4 as per Technical Specification Clause 408
Labour | 34.2 | cum | 3,400 ₹1,16,280 | 3,285.44 ₹1,12,362.05 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 | 34.2 | cum | 3,900 ₹1,33,380 | 3,750.64 ₹1,28,271.89 Lowest |
| 1.01 | 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 | 228 | sqm | 90 ₹20,520 | 80.37 ₹18,324.36 Lowest |
| 1.01 | 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. | 228 | sqm | 20 ₹4,560 | 18.9 ₹4,309.2 Lowest |
| 1.01 | 75.5.2.2pb: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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 560.4 | sqm | 18.9 ₹10,591.56 Lowest | 18.9 ₹10,591.56 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) | 788.4 | sqm | 302.65 ₹2,38,609.26 Lowest | 302.65 ₹2,38,609.26 Lowest |
Tender Value
₹5.7 L
EMD Value
₹14,288
Closing Date
17 Sept 2025, 5:00 pmClosed
Assistant engineer
O/o Assistant engineer,Marutharode Grama Panchayat
Chembalode Anganwadi - Highway Road Renovation in Ward 14
2025_LSGD_794956_1
ET2/AE/LSGD/MGP/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
MARUTHARODE GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,260
Yes
₹14,288
Yes
14 Oct 2025
9 Sept 2025
19 Sept 2025
9 Sept 2025
17 Sept 2025
9 Sept 2025
Amount
Restoration & Tarring
3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
OD19953/2025-2026:Carriage of departmental cut earth from one site to other site or to stacking yard by means of tipper of 5.50cum capacity including all cost of labour, machineries, loading, unloading, and stacking/ spreading charges as per the direction of Engineer at site
3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
OD179973/2025-2026:Granular sub base /surface course with local materials (Table 400.1) by mix in place method normal. Construction of granular sub-base by providing local meterial spreading in uniform layers manually mixing by mix in place method and compacting with rammers to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 Labour
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.
75.5.2.2pb: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 dry and hungry 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)
OD19949/2025-2026:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface.
OD168060/2025-2026:Supplying and providing readymade Name board with all conveyance,labour and hire charges etc complete using hollow tubeof size 80x40x1.4mm post,40x20x1.4mm outer frame,0.6mm thick iron sheet of size 90x60cm with two coat ofenamel painting over a coat ofprimer, lettering with suitable colour and size, fixing the post inground with CC etc complete
BINUKUTTAN G (BID ID -2340027)
Bidder Name
BINUKUTTAN G
ABHILASH P
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1314216.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
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 .