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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹3.3 L+₹7,576.36 (2.32%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹3.4 L+₹12,739.93 (3.91%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹3.4 L+₹15,998.67 (4.91%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | RATHNAKUMARAN. C. K L2 | PRABHATH E L1 | prabakaran L4 | SIVARAJAN P M L3 |
|---|---|---|---|---|---|---|---|
| 1.00Road Concrete | |||||||
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 6.9 | cum | 54.03 ₹372.81 | 52.79 ₹364.25 Lowest | 55.39 ₹382.19 | 54.86 ₹378.53 |
| 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. | 22.08 | cum | 52.66 ₹1,162.73 | 51.47 ₹1,136.46 Lowest | 53.99 ₹1,192.1 | 53.48 ₹1,180.84 |
| 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 | 11.04 | cum | 2,955.13 ₹32,624.64 | 2,887.99 ₹31,883.41 Lowest | 3,029.77 ₹33,448.66 | 3,000.89 ₹33,129.83 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 14.49 | cum | 2,629.92 ₹38,107.54 | 2,570.17 ₹37,241.76 Lowest | 2,696.34 ₹39,069.97 | 2,670.64 ₹38,697.57 |
| 1.00 | OD43921/2026-2027:Subgrade Waterproofing
Providing and applying two coats of Terrasil and Zycobond solution prepared in water
in the ratio of 1 : 1 : 100 (Terrasil : Zycobond: Water) on the prepared surface of
subgrade for water proofing and preventing capillary rise. First spray is to be applied
at the rate of 2.5 - 3.5 L/sqm and second spray at the same rate applied after 1 - 3
hours of appying first spray, using mechanical means and as per the directions of the
departmental officers at the site. | 55.2 | 1 sqm | 142.45 ₹7,863.24 | 139.21 ₹7,684.39 Lowest | 146.05 ₹8,061.96 | 144.66 ₹7,985.23 |
| 1.01 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 11.88 | cum | 1,445.07 ₹17,167.43 | 1,412.24 ₹16,777.41 Lowest | 1,481.53 ₹17,600.58 | 1,467.41 ₹17,432.83 |
| 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) | 31.05 | cum | 7,535.28 ₹2,33,970.44 | 7,364.09 ₹2,28,654.99 Lowest | 7,725.6 ₹2,39,879.88 | 7,651.96 ₹2,37,593.36 |
| 1.01 | OD43849/2026-2027:Name board (MORD):Supplying and providing 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, 0.6mm thick Iron sheet of size 90x60cm 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 | 2,209.48 ₹2,209.48 | 2,159.28 ₹2,159.28 Lowest | 2,265.28 ₹2,265.28 | 2,243.69 ₹2,243.69 |
Tender Value
₹4.2 L
EMD Value
₹10,581
Closing Date
19 Sept 2026, 4:00 pmClosed
Assistant engineer
Assistant engineer,Office of the Assistant Executive Engineer, Palakkad Block panchayath
Annual Plan-Palakkad BP-2026-27-Niraparambu Road - Parali Grama Panchayat- (Proj No.39/2027)-General Civil Work
2026_LSGD_868289_13
ET2/AE/LSGD/PKDBP/2026-27
Open Tender
Civil Works - Roads
Item Rate
Palakkad Block panchayath
Please refer Tender documents.
8 documents required · 8 mandatory
₹935
Yes
₹10,581
Yes
28 Sept 2026
10 Sept 2026
24 Sept 2026
10 Sept 2026
19 Sept 2026
10 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Concrete | |||||
| 1.001 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 6.9 | cum | - | - |
| 1.002 | 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. | 22.08 | cum | - | - |
| 1.003 | 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 | 11.04 | cum | - | - |
| 1.004 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 14.49 | cum | - | - |
| 1.005 | OD43921/2026-2027:Subgrade Waterproofing
Providing and applying two coats of Terrasil and Zycobond solution prepared in water
in the ratio of 1 : 1 : 100 (Terrasil : Zycobond: Water) on the prepared surface of
subgrade for water proofing and preventing capillary rise. First spray is to be applied
at the rate of 2.5 - 3.5 L/sqm and second spray at the same rate applied after 1 - 3
hours of appying first spray, using mechanical means and as per the directions of the
departmental officers at the site. | 55.2 | 1 sqm | - | - |
| 1.006 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 11.88 | cum | - | - |
| 1.007 | 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) | 31.05 | cum | - | - |
| 1.008 | OD43849/2026-2027:Name board (MORD):Supplying and providing 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, 0.6mm thick Iron sheet of size 90x60cm 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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