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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹4.2 L+₹819.12 (0.19%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | NOUSHAD POOVATHINGAL L1 | noufalmkcc L2 |
|---|---|---|---|---|---|
| 1.00KALIYARVATTAM KADAVU ROAD | |||||
| 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. | 18.75 | cum | 66.84 ₹1,253.25 Lowest | 67.84 ₹1,272 |
| 1.00 | OD203665/2026-2027: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 roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 12.5 | cum | 3,136.57 ₹39,207.13 Lowest | 3,137.57 ₹39,219.63 |
| 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) | 18.75 | cum | 9,563.75 ₹1,79,320.31 Lowest | 9,564.75 ₹1,79,339.06 |
| 1.00 | OD203677/2026-2027:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials
removed) after a prime coat of hot bitumen using 36mm broken stone and compacting with
power roller to get a compact surface | 4.99 | cum | 9,071.17 ₹45,219.78 Lowest | 9,072.17 ₹45,224.77 |
| 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. | 375 | sqm | 29.11 ₹10,916.25 Lowest | 30.11 ₹11,291.25 |
| 1.01 | 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) | 375 | sqm | 363.85 ₹1,36,443.75 Lowest | 364.85 ₹1,36,818.75 |
| 1.01 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 13.12 | cum | 650.34 ₹8,535.71 Lowest | 651.34 ₹8,548.84 |
| 1.01 | OD203666/2026-2027:Supplying and providing readymade GI name board with all conveyance,Labour and hire charges etc complete using GI hollow tube of size 80x40x1.4 mm post,40x20x1.4mm 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 etc complete | 1 | each | 2,804.26 ₹2,804.26 Lowest | 2,805.26 ₹2,805.26 |
Tender Value
₹4.2 L
EMD Value
₹10,593
Closing Date
29 Sept 2026, 5:00 pmClosed
Asst. Executive Engineer, Pattambi Block
Asst. Executive Engineer, Pattambi Block
Annual Plan-ANNUAL PLAN PATTAMBI BLOCK PANCHAYATH PRO NO. 27/2026-27-Kaliyarvattam Kadav Road Retarring and Side Protection in Thiruvegappura GP
2026_LSGD_870986_8
04/2026-27/AEE/LIDEW/PTB
Open Tender
Civil Works - Roads
Item Rate
PATTAMBI
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,593
Yes
30 Sept 2026
18 Sept 2026
30 Sept 2026
18 Sept 2026
29 Sept 2026
18 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1KALIYARVATTAM KADAVU ROAD | |||||
| 1.001 | 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. | 18.75 | cum | - | - |
| 1.002 | OD203665/2026-2027: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 roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 12.5 | cum | - | - |
| 1.003 | 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) | 18.75 | cum | - | - |
| 1.004 | OD203677/2026-2027:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials
removed) after a prime coat of hot bitumen using 36mm broken stone and compacting with
power roller to get a compact surface | 4.99 | cum | - | - |
| 1.005 | 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. | 375 | sqm | - | - |
| 1.006 | 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) | 375 | sqm | - | - |
| 1.007 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 13.13 | cum | - | - |
| 1.008 | OD203666/2026-2027:Supplying and providing readymade GI name board with all conveyance,Labour and hire charges etc complete using GI hollow tube of size 80x40x1.4 mm post,40x20x1.4mm 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 etc complete | 1 | each | - | - |
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