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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.9 LAccepted-AOC | ₹12.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹12.9 LRejected-AOC | ₹12.9 L | L2 | Rejected-AOC L2 |
| 3 | L3₹13.3 LRejected-AOC | ₹13.3 L | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | ABDUL KHADER B L2 | BK MUHAMMED SAJID L1 | majeed bendichal L3 |
|---|---|---|---|---|---|---|
| 1.00ROAD MAINTENANCE | ||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 843 | sqm | 13.9 ₹11,717.70 | 13.85 ₹11,675.55 | 14.31 ₹12,063.33 |
| 1.00 | OD490098/2024-2025: Granular sub-base/base/surface course with serviceable material available during scarifying of existing road. Construction of granular sub-base with departmental material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. ( Modified 4.11.2) | 18.97 | cum | 187.45 ₹3,555.55 | 176.31 ₹3,344.25 | 181.89 ₹3,450.09 |
| 1.00 | 4.11.2: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 52.36 | cum | 2,158.91 ₹1.1 L | 2,158.21 ₹1.1 L | 2,220.87 ₹1.2 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) | 138.6 | cum | 8,307.83 ₹11.5 L | 8,305.13 ₹11.5 L | 8,546.25 ₹11.8 L |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders 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. | 6.93 | cum | 567.33 ₹3,931.60 | 567.15 ₹3,930.35 | 583.24 ₹4,041.85 |
| 1.01 | OD524693/2024-2025:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years
warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed
over aluminium sheeting, 2 mm thick/ aluminium composite material sheeting 4 mm thick with
area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and
supported on GI pipe pole 50mm NB-2 nos confirming to IS 1239 firmly fixed to the ground by
means of properly designed foundation with M 15 grade cement concrete min size 40 cm x 40
cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of
epoxy painting over epoxy primer and as per approved drawing and clause 801 including
lettering symbols etc. (Derived from MoRD spec 10.3.A.2) | 0.95 | sqm | 11,849.65 ₹11,257.17 | 12,000.3 ₹11,400.29 | 12,369.6 ₹11,751.12 |
Tender Value
₹14.0 L
EMD Value
₹35,060
Closing Date
3 Nov 2025, 5:00 pmClosed
Asst. Engineer
LID EW Section Chemnad G.P
LRRP-LRRP 2024-25-UDMA LAC-SERIAL NO.1671- DELI KUNNUPARA ROAD CHEMNAD GPKASARAGOD- CHEMMANAD GP
2025_LSGD_814579_22
07/2025-26/AE/LSGD/CHMD
Open Tender
Civil Works - Roads
180 days
Chemnad
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹35,060
Yes
23 Jan 2026
25 Oct 2025
4 Nov 2025
25 Oct 2025
3 Nov 2025
25 Oct 2025
Amount
ROAD MAINTENANCE
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
OD490098/2024-2025: Granular sub-base/base/surface course with serviceable material available during scarifying of existing road. Construction of granular sub-base with departmental material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. ( Modified 4.11.2)
4.11.2: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.
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)
3.14:Construction of Subgrade and Earthen Shoulders 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.
OD524693/2024-2025:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composite material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB-2 nos confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 40 cm x 40 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. (Derived from MoRD spec 10.3.A.2)
ABDUL KHADER B (BID ID -2424425)
majeed bendichal (BID ID -2426110)
Bidder Name
majeed bendichal
BK MUHAMMED SAJID
ABDUL KHADER B
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