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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹5.0 LAccepted-AOC | ₹5.0 L | l1 | Accepted-AOC L1 |
| 2 | l2₹5.2 LRejected-Finance | ₹5.2 L | l2 | Rejected-Finance l2 |
| Sl No | Description | Qty | Unit | RAMESH BABU M-WORKS CONTRACTOR L1 | NOUSHAD POOVATHINGAL L2 |
|---|---|---|---|---|---|
| 1.00Road Retarring,CC for pipeline | |||||
| 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. | 27.55 | cum | 65.5 ₹1,804.53 | 70 ₹1,928.50 |
| 1.00 | OD325976/2025-2026:Granular Sub-base/base/surface course with local materials(Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material, 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 | 11.02 | cum | 2,294.84 ₹25,289.14 | 2,400 ₹26,448 |
| 1.00 | 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) | 16.53 | cum | 9,372.47 ₹1.5 L | 9,600 ₹1.6 L |
| 1.00 | OD325979/2025-2026: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 departmental broken stone and compacting with power roller to get a compact surface. | 5.58 | cum | 8,140.12 ₹45,389.31 | 8,400 ₹46,838.40 |
| 1.00 | 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. | 850 | sqm | 18.52 ₹15,742 | 20 ₹17,000 |
| 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) | 850 | sqm | 296.59 ₹2.5 L | 310 ₹2.6 L |
| 1.01 | OD325981/2025-2026:Supplying and proving readymade GI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame ,0.6mmthick iron sheet of size 90x60cmwith two coat of enamel painting over a coat of primer, lettering with suitable colour, size, fixing the post in ground with CC 1:2:4 etc complete | 1 | no | 2,748.17 ₹2,748.17 | 2,850 ₹2,850 |
Updated dates
Tender Value
₹5.1 L
EMD Value
₹12,704
Closing Date
30 Oct 2025, 10:00 amClosed
Assistant engineer
O/o Assistant engineer LSGD Section Muthuthala GP
Muthuthala Grama Panchayat 2025-26 Puthiyagate Thara road renovation (265/26)
2025_LSGD_811984_10
Muthuthala GP 2025-26 Kozhikkottiri rationshop road renovation(62/26)
Open Tender
Civil Works - Roads
180 days
Muthuthala
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,125
Yes
₹12,704
Yes
11 May 2026
21 Oct 2025
30 Oct 2025
21 Oct 2025
30 Oct 2025
21 Oct 2025
Amount
Road Retarring,CC for pipeline
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.
OD325976/2025-2026:Granular Sub-base/base/surface course with local materials(Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material, 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
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)
OD325979/2025-2026: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 departmental broken stone and compacting with power roller to get a compact surface.
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)
OD325981/2025-2026:Supplying and proving readymade GI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame ,0.6mmthick iron sheet of size 90x60cmwith two coat of enamel painting over a coat of primer, lettering with suitable colour, size, fixing the post in ground with CC 1:2:4 etc complete
NOUSHAD POOVATHINGAL (BID ID -2417064)
Bidder Name
NOUSHAD POOVATHINGAL
RAMESH BABU M-WORKS CONTRACTOR
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