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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.5 LAccepted-AOC ERATTAKULAM PAROLA ROAD RETARRING PROJ NO 42 WARD 18 | THIRUVANANTHAPURAM | KERALA | 695001 | ₹14.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹14.8 L+₹29,485.77 (2.03%)Rejected-Finance | ₹14.8 L+₹29,485.77 (2.03%) | L2 | Rejected-Finance L2 |
| 3 | L3₹15.2 L+₹68,027.20 (4.68%)Rejected-Finance PALAKKAD | KERALA | 678001 | ₹15.2 L+₹68,027.20 (4.68%) | L3 | Rejected-Finance L3 |
| 4 | L4₹15.4 L+₹86,722.56 (5.97%)Rejected-Finance KADAMPAZHIPURAM GP KERALA KL | PATHANAMTHITTA | KERALA | 689694 | ₹15.4 L+₹86,722.56 (5.97%) | L4 | Rejected-Finance L4 |
| 5 | L5₹15.6 L+₹1.1 L (7.28%)Rejected-Finance | ₹15.6 L+₹1.1 L (7.28%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | MADHUSUDHANAN L1 | SHAMEEMURAHMAN L3 | karthikeyan L7 | SAFVAN P P L6 | PRADEEP N L4 | MOHAMMED SHAJEER CT L2 | FAIZAL V P L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Road formation | ||||||||||
| 1.00 | OD486842/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
2.8.1 All kinds of soil (Derived from DSR Item No 2.8.1) | 109.44 | cum | 314.05 ₹34,369.63 Lowest | 327 ₹35,786.88 | 360 ₹39,398.4 | 361.64 ₹39,577.88 | 332.79 ₹36,420.54 | 320.42 ₹35,066.76 | 337.29 ₹36,913.02 |
| 1.00 | OD486845/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site (Derived from PRICE DSR Item 60.7.1) | 238.32 | cum | 3,486.26 ₹8,30,845.48 Lowest | 3,630 ₹8,65,101.6 | 4,100 ₹9,77,112 | 4,014.61 ₹9,56,761.86 | 3,694.28 ₹8,80,420.81 | 3,556.99 ₹8,47,701.86 | 3,736.94 ₹8,90,587.54 |
| 1.00 | OD488119/2025-2026:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in
layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and
watering, lead up to 50 m and lift up to 1.5 m. | 86.4 | cum | 278.01 ₹24,020.06 Lowest | 298 ₹25,747.2 | 320 ₹27,648 | 320.15 ₹27,660.96 | 294.6 ₹25,453.44 | 283.65 ₹24,507.36 | 298.66 ₹25,804.22 |
| 1.00 | OD486907/2025-2026:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge (Refer PRICE Item 50.2.25.1) | 129.6 | cum | 636.75 ₹82,522.8 Lowest | 667 ₹86,443.2 | 750 ₹97,200 | 733.25 ₹95,029.2 | 674.74 ₹87,446.3 | 649.66 ₹84,195.94 | 683.94 ₹88,638.62 |
| 1.00 | OD486905/2025-2026: Filling with quarry muck
Filling up low lying and water logged areas with local materials/ quarry muck spreading in layers, levelling the top at site and consolidation by ramming etc complete for improving the CBR value of sub grade | 32.4 | cum | 794.04 ₹25,726.9 Lowest | 836 ₹27,086.4 | 850 ₹27,540 | 914.38 ₹29,625.91 | 841.42 ₹27,262.01 | 810.15 ₹26,248.86 | 852.78 ₹27,630.07 |
| 1.01 | OD488954/2025-2026:Modified Data 4.1.A.1(MORD 2021)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, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 10.8 | cum | 2,635.02 ₹28,458.22 Lowest | 3,135 ₹33,858 | 3,000 ₹32,400 | 3,034.37 ₹32,771.2 | 2,792.24 ₹30,156.19 | 2,688.48 ₹29,035.58 | 2,830.02 ₹30,564.22 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.59 | tonne | 84,166.47 ₹49,658.22 Lowest | 89,800 ₹52,982 | 1,00,000 ₹59,000 | 96,922 ₹57,183.98 | 89,188.33 ₹52,621.11 | 85,873.9 ₹50,665.6 | 90,395 ₹53,333.05 |
| 1.01 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 10.8 | cum | 8,006.43 ₹86,469.44 Lowest | 8,400 ₹90,720 | 9,400 ₹1,01,520 | 9,219.81 ₹99,573.95 | 8,484.14 ₹91,628.71 | 8,168.85 ₹88,223.58 | 8,599 ₹92,869.2 |
| 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) | 34.2 | cum | 8,014.42 ₹2,74,093.16 Lowest | 8,340 ₹2,85,228 | 9,400 ₹3,21,480 | 9,229.02 ₹3,15,632.48 | 8,492.61 ₹2,90,447.26 | 8,177.01 ₹2,79,653.74 | 8,607.37 ₹2,94,372.05 |
Tender Value
₹17.3 L
EMD Value
₹43,360
Closing Date
12 Jun 2026, 3:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer LSGD Sub Division Sreekrishnapuram Block
ET-01/26-27/SCCORPUS- 2025-26 -Kattukulam Nilavilikkunnu Nagar Samagravikasanam- General Civil Work
2026_LSGD_853875_1
ET-01/26-27/SCCORPUS
Open Tender
Civil Works - Roads
Item Rate
270 days
Sreekrishnapuram
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹43,360
Yes
2 Sept 2026
3 Jun 2026
16 Jun 2026
3 Jun 2026
12 Jun 2026
3 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road formation | |||||
| 1.001 | OD486842/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
2.8.1 All kinds of soil (Derived from DSR Item No 2.8.1) | 1 | cum | - | - |
| 1.002 | OD486845/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site (Derived from PRICE DSR Item 60.7.1) | 1 | cum | - | - |
| 1.003 | OD488119/2025-2026:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in
layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and
watering, lead up to 50 m and lift up to 1.5 m. | - | cum | - | - |
| 1.004 | OD486907/2025-2026:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge (Refer PRICE Item 50.2.25.1) | 1 | cum | - | - |
| 1.005 | OD486905/2025-2026: Filling with quarry muck
Filling up low lying and water logged areas with local materials/ quarry muck spreading in layers, levelling the top at site and consolidation by ramming etc complete for improving the CBR value of sub grade | 1 | cum | - | - |
| 1.006 | OD488954/2025-2026:Modified Data 4.1.A.1(MORD 2021)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, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | - | cum | - | - |
| 1.007 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1 | tonne | - | - |
| 1.008 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.009 | 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) | - | cum | - | - |
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