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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | LI₹4.6 LAccepted-AOC | LI | Accepted-AOC LOWEST AMOUNT | |
| 2 | Rejected-Technical NOT SPECIFIED | FARIDABAD | HARYANA | 121004 | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | ARUNKUMAR.A L1 | Abraham L2 |
|---|---|---|---|---|---|
| 1.00Footpath tiling | |||||
| 1.00 | 3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 38.5 | sqm | 47.35 ₹1,822.98 Lowest | 60 ₹2,310 |
| 1.00 | OD528753/2025-2026:Construction of embankment with approved material obtained from borrow pits with a lift upto
1.5 m, transporting to site, spreading, grading to required slope and
compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per
Technical Specification Clause 301.5 (WITH POWER ROLLER)Gravel | 11.55 | cum | 1,215.46 ₹14,038.56 Lowest | 1,400 ₹16,170 |
| 1.00 | OD528755/2025-2026:Construction of subgrade &amp; earthen shoulders Construction of subgrade &amp; earthen
shoulders with material obtained from borrow pits with all lift and leads, transporting to site,
spreading,
and compacted to meet requirement of Table &amp;300.2 with lead up to 1000 m as per
Technical Specification Clause 303.1. (Without roller) | 63.66 | cum | 1,108.01 ₹70,535.92 Lowest | 1,200 ₹76,392 |
| 1.00 | 4.1.A.3: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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.<br> (iii) For Grading III Material | 25.07 | cum | 3,146.86 ₹78,891.78 Lowest | 3,400 ₹85,238 |
| 1.00 | OD528779/2025-2026:Providing and Laying Interlocking concrete block pavements having thickness 80 mm
over 50mm thick crushed stone chips of 6.7 mm size as per drawings and technical
specification clause 1504 (BASED ON 6.7.1) | 220.2 | sqm | 1,045.28 ₹2,30,170.66 Lowest | 1,150 ₹2,53,230 |
| 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) | 3.36 | cum | 8,875.16 ₹29,820.54 Lowest | 9,575 ₹32,172 |
Tender Value
₹4.6 L
EMD Value
₹11,457
Closing Date
21 Mar 2026, 4:00 pmClosed
ASSISTANT ENGINEER
OFFICE OF THE ASSISTANT ENGINEER
AROOR GRAMA PANCHAYATH 2025 26 Pro No 506/25-26 TILE PAVING OF ANJUTHAIKAL FOOTPATH WARD 23
2026_LSGD_847204_1
CELSGD/TR/19367/2026_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
120 days
AROOR GRAMAPANCHAYATH
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,010
₹11,457
6 Jun 2026
13 Mar 2026
23 Mar 2026
13 Mar 2026
21 Mar 2026
13 Mar 2026
Footpath tiling
3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.
OD528753/2025-2026:Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (WITH POWER ROLLER)Gravel
OD528755/2025-2026:Construction of subgrade &amp; earthen shoulders Construction of subgrade &amp; earthen shoulders with material obtained from borrow pits with all lift and leads, transporting to site, spreading, and compacted to meet requirement of Table &amp;300.2 with lead up to 1000 m as per Technical Specification Clause 303.1. (Without roller)
4.1.A.3: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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.<br> (iii) For Grading III Material
OD528779/2025-2026:Providing and Laying Interlocking concrete block pavements having thickness 80 mm over 50mm thick crushed stone chips of 6.7 mm size as per drawings and technical specification clause 1504 (BASED ON 6.7.1)
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)
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