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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₹8.5 LAccepted-AOC | l1 | Accepted-AOC l1 | |
| 2 | l2₹3.7 L+₹26,012.87 (7.49%)Rejected-AOC | l2 | Rejected-AOC l2 |
| Sl No | Description | Qty | Unit | P.SACHIDANANTHAN L2 | sasikumar L1 |
|---|---|---|---|---|---|
| 1.00ROAD MAINTENANCE | |||||
| 1.00 | OD208145/2025-2026:Filling up pot holes ( cut and formed to regular shapes and all loose and defective mateials
removed) after supplying a prime coat of hot bitumen using 36mm broken stone and
compacting with power roller to get a compact surface. | 10 | cum | 8,500 ₹84,991.5 | 8,306.25 ₹83,054.19 Lowest |
| 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. | 1,500 | sqm | 20 ₹30,000 | 18.9 ₹28,350 Lowest |
| 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) | 1,500 | sqm | 310 ₹4,65,000 | 302.65 ₹4,53,975 Lowest |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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. | 39 | cum | 70 ₹2,730 | 66.84 ₹2,606.76 Lowest |
| 1.00 | 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 | 15.6 | cum | 4,000 ₹62,400 | 3,337.88 ₹52,070.93 Lowest |
| 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) | 23.4 | cum | 9,600 ₹2,24,640 | 9,563.75 ₹2,23,791.75 Lowest |
| 1.01 | OD254041/2025-2026:Supplying and providing ready made GI name board with all conveyance, labour and hire
charges etc complete using GI hollow tube of size 80X40X1.4mm post,40mmX20mmX1.4mm
outer frame,0.6mm thick iron sheet of size 90X60 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. | 1 | sqm | 3,400 ₹3,400 | 3,300 ₹3,300 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,180
Closing Date
16 Oct 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer
Office of the Assistant Engineer LID EW Section,Perumat
2025-2026 PRO NO 234 VALAYAMPARA ERATTUCHALLA ROAD MAINTENANCE IN PERUMATTY GP
2025_LSGD_805693_11
2AELID/EW/PRTY/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
PERUMATTY
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
₹21,180
2 Dec 2025
7 Oct 2025
18 Oct 2025
7 Oct 2025
16 Oct 2025
7 Oct 2025
Amount
ROAD MAINTENANCE
OD208145/2025-2026:Filling up pot holes ( cut and formed to regular shapes and all loose and defective mateials removed) after supplying a prime coat of hot bitumen using 36mm broken stone and 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)
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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.
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)
OD254041/2025-2026:Supplying and providing ready made GI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80X40X1.4mm post,40mmX20mmX1.4mm outer frame,0.6mm thick iron sheet of size 90X60 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.
P.SACHIDANANTHAN (BID ID -2390215)
Bidder Name
sasikumar
P.SACHIDANANTHAN
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