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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.6 LAccepted-AOC MAVILAVALAPPIL HOUSE ONAPPARAMBA | KERALA | ₹2.6 L | 1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | K M KUNHIKRISHNAN L1 |
|---|---|---|---|---|
| 1.00interlock | ||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 42 | cum | 412.06 ₹17,306.52 |
| 1.00 | 2.7.B:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.(B) Rubble Stone Masonry in Cement Mortar | 4.08 | cum | 712.13 ₹2,905.49 |
| 1.00 | OD237775/2025-2026:Wet Mix Macadam <br> 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 thunder struck o achieve the desired density including lightrednuhting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead | 14 | cum | 3,543.9 ₹49,614.60 |
| 1.00 | OD294912/2024-2025:( MOD 6.7.1) Interlocking Concrete Block Pavement providing and laying of Interlocking Concrete Block pavements having thickness 80 mm as per drawing and technical specification clause 1504 , bedding with 6 mm aggregate and filling joints with sand. Sand as per Table 1500.5 Bed = 60.00 x 3.75 x0.05 = 11.25 cum. Joints = 60 X 0.08 X 0.1 = 0.48 cum | 140 | sqm | 1,002 ₹1.4 L |
| 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) | 5.3 | cum | 8,926 ₹47,289.95 |
| 1.01 | OD290583/2024-2025:Lettering with black Japan pint of approved brand and manufacture | 100 | each | 6 ₹600 |
| 1.01 | OD298654/2024-2025:supplying and fitting name board of size 75 x 45cm made with gi plain sheet 1.25 mm
thick( class III) fitted with 35 x35 x5 mm MS angle 2 nos horizontally and 3 nos
vertically to make a frame for strengthening the gi sheet fitted 2 nos 40mm gi pipe
vertically 1.5m above from ground level and fixing in cement concrete 1:2:4 .
40x40x40cm including cost and conveyance of all materials and labour charges ,
fabricating etc complete | 1 | each | 4,516.88 ₹4,516.88 |
Tender Value
₹2.6 L
EMD Value
₹6,566
Closing Date
28 Oct 2025, 6:00 pmClosed
Assistant Engineer
LSGD Section, Puzhathi Zonal
Construction of Interlock footpath Asees house to Badarinta veedu in Division 10 in Puzhathi Zonal
2025_LSGD_813406_14
AE/LSGD/Puz/ReEtender/25-26(1)
Open Tender
Civil Works - Roads
180 days
Puzhathi
Please refer Tender documents.
11 documents required · 11 mandatory
₹580
Yes
₹6,566
Yes
11 Jun 2026
23 Oct 2025
30 Oct 2025
23 Oct 2025
28 Oct 2025
23 Oct 2025
interlock
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
2.7.B:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.(B) Rubble Stone Masonry in Cement Mortar
OD237775/2025-2026:Wet Mix Macadam <br> 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 thunder struck o achieve the desired density including lightrednuhting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead
OD294912/2024-2025:( MOD 6.7.1) Interlocking Concrete Block Pavement providing and laying of Interlocking Concrete Block pavements having thickness 80 mm as per drawing and technical specification clause 1504 , bedding with 6 mm aggregate and filling joints with sand. Sand as per Table 1500.5 Bed = 60.00 x 3.75 x0.05 = 11.25 cum. Joints = 60 X 0.08 X 0.1 = 0.48 cum
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)
OD290583/2024-2025:Lettering with black Japan pint of approved brand and manufacture
OD298654/2024-2025:supplying and fitting name board of size 75 x 45cm made with gi plain sheet 1.25 mm thick( class III) fitted with 35 x35 x5 mm MS angle 2 nos horizontally and 3 nos vertically to make a frame for strengthening the gi sheet fitted 2 nos 40mm gi pipe vertically 1.5m above from ground level and fixing in cement concrete 1:2:4 . 40x40x40cm including cost and conveyance of all materials and labour charges , fabricating etc complete
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