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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.5 LAccepted-AOC | L1 | Accepted-AOC work awarded to L1 | |
| 2 | L2₹6.5 L+₹445 (0.07%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | HIROSHKUMAR C L1 | SANJAI.P L2 |
|---|---|---|---|---|---|
| 1.00Road Rennovation | |||||
| 1.00 | OD309042/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m | 89.6 | sqm | 36.72 ₹3,290.11 Lowest | 36.75 ₹3,292.8 |
| 1.00 | OD220168/2025-2026:Filling up hot hole (cut & formed to regular shapes & all loose & defective materials removed)after supplying a prime coat of hot bitumen using 36 mm broken stone & compacting with power roller to get a compact surface | 2.83 | cum | 8,300.52 ₹23,448.97 Lowest | 8,306.25 ₹23,465.16 |
| 1.00 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 336 | sqm | 18.89 ₹6,347.04 Lowest | 18.9 ₹6,350.4 |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) | 336 | sqm | 302.44 ₹1,01,619.84 Lowest | 302.65 ₹1,01,690.4 |
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 303 | sqm | 16 ₹4,848 Lowest | 16.01 ₹4,851.03 |
| 1.01 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 22.73 | cum | 3,335.58 ₹75,801.06 Lowest | 3,337.88 ₹75,853.32 |
| 1.01 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 44.69 | cum | 9,557.15 ₹4,27,137.7 Lowest | 9,563.75 ₹4,27,432.68 |
| 1.01 | OD220175/2025-2026:Supplying and Providing readymade GI Nameboard with all conveyance , labour and hirecharges etc complete using GI hollow tube of size 80 x 40 x 1.4 mm post, 40 x 20 x 1.4 mm outer frame , 0.6 mm thick iron sheet of size 90 x 60 cm with two coat of Enamel painting over a coat of Primer ,lettering with suitable colour and size, fixing the post in ground with CC 1:2:4 etc complete | 1 | each | 2,802.33 ₹2,802.33 Lowest | 2,804.26 ₹2,804.26 |
Tender Value
₹6.5 L
EMD Value
₹16,144
Closing Date
21 Oct 2025, 11:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer
O/o The Assistant Engineer LID EW Section Muthalamada gp
Annual Plan-Project No 474- 2025-26 Pothampadam Pathichira Road Rennovation in Muthalmada GP
2025_LSGD_807936_1
09/E2/AE/LID and EW/MLDA/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Muthalamada GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,425
Yes
₹16,144
Yes
15 Nov 2025
13 Oct 2025
22 Oct 2025
13 Oct 2025
21 Oct 2025
13 Oct 2025
Amount
Road Rennovation
OD309042/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m
OD220168/2025-2026:Filling up hot hole (cut & formed to regular shapes & all loose & defective materials removed)after supplying a prime coat of hot bitumen using 36 mm broken stone & compacting with power roller to get a compact surface
75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <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 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 <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65)
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
OD220175/2025-2026:Supplying and Providing readymade GI Nameboard with all conveyance , labour and hirecharges etc complete using GI hollow tube of size 80 x 40 x 1.4 mm post, 40 x 20 x 1.4 mm outer frame , 0.6 mm thick iron sheet of size 90 x 60 cm with two coat of Enamel painting over a coat of Primer ,lettering with suitable colour and size, fixing the post in ground with CC 1:2:4 etc complete
SANJAI.P (BID ID -2397085)
Bidder Name
HIROSHKUMAR C
SANJAI.P
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