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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.4 LAccepted-AOC | ₹13.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹13.7 L+₹29,321.23 (2.18%)Rejected-Finance | ₹13.7 L+₹29,321.23 (2.18%) | L2 | Rejected-Finance L2 |
| 3 | L3₹13.9 L+₹48,803.48 (3.63%)Rejected-Finance | ₹13.9 L+₹48,803.48 (3.63%) | L3 | Rejected-Finance L3 |
| 4 | L4₹14.9 L+₹1.5 L (11.2%)Rejected-Finance PALAKKAD | KERALA | 678001 | ₹14.9 L+₹1.5 L (11.2%) | L4 | Rejected-Finance L4 |
| 5 | L5₹15.8 L+₹2.3 L (17.3%)Rejected-Finance | ₹15.8 L+₹2.3 L (17.3%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | C.A BASHEER L1 | varadan L3 | EXCELSIOR ENTERPRISES L5 | govind L2 | BIJO KURIAKOSE L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00Metalling and Tarring | ||||||||
| 1.00 | OD219743/2025-2026: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) | 247.2 | cum | 1,111.3 ₹2,74,713.36 Lowest | 1,130 ₹2,79,336 | 1,300 ₹3,21,360 | 1,311 ₹3,24,079.2 | 1,200 ₹2,96,640 |
| 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. | 58.5 | cum | 2,104.7 ₹1,23,124.95 | 1,900 ₹1,11,150 Lowest | 2,400 ₹1,40,400 | 2,484 ₹1,45,314 | 2,550 ₹1,49,175 |
| 1.00 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 45 | cum | 798 ₹35,910 | 800 ₹36,000 | 910 ₹40,950 | 450 ₹20,250 Lowest | 800 ₹36,000 |
| 1.00 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 121.9 | cum | 5,802 ₹7,07,240.59 | 5,950 ₹7,25,281.2 | 6,847 ₹8,34,621.91 | 5,340 ₹6,50,924.64 Lowest | 6,450 ₹7,86,229.2 |
| 1.00 | 11.6.3.2:Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.III. Random Rubble Masonry (ii) In cement mortar 1:4 | 12.2 | cum | 7,937 ₹96,863.15 Lowest | 8,000 ₹97,632 | 9,367 ₹1,14,314.87 | 8,800 ₹1,07,395.2 | 8,500 ₹1,03,734 |
| 1.01 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 3.6 | cum | 8,377.2 ₹30,157.92 Lowest | 9,000 ₹32,400 | 9,887 ₹35,593.2 | 9,887 ₹35,593.2 | 9,500 ₹34,200 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.22 | tonne | 85,100.5 ₹18,381.71 Lowest | 90,000 ₹19,440 | 1,00,437 ₹21,694.39 | 1,00,437 ₹21,694.39 | 1,00,000 ₹21,600 |
| 1.01 | OD220016/2025-2026: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 (WITHOUT POWER ROLLER)- | 7.56 | cum | 1,099 ₹8,308.44 Lowest | 1,100 ₹8,316 | 1,200 ₹9,072 | 1,297 ₹9,805.32 | 1,200 ₹9,072 |
| 1.01 | OD220027/2025-2026:Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with
stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 coarse sand) including
testing of joints etc. complete:
450 mm dia R.C.C. pipe Modified DAR19.6.5 | 7.5 | metre | 1,551.2 ₹11,634 Lowest | 3,500 ₹26,250 | 1,830 ₹13,725 | 1,830 ₹13,725 | 2,300 ₹17,250 |
Tender Value
₹15.9 L
EMD Value
₹39,671
Closing Date
20 Jun 2026, 5:00 pmClosed
Assistant Engineer
Assistant EngineerLID and EW Sub Division Pattanakkad
SC Corpus Fund-2023-24-Pattanakkad BPFormation of Veluthedathu Palaparambu road in Ward 5 of Ezhupunna GP
2026_LSGD_855723_1
01/AE/LID/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Pattanakkad
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹39,671
21 Aug 2026
12 Jun 2026
22 Jun 2026
12 Jun 2026
20 Jun 2026
12 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Metalling and Tarring | |||||
| 1.001 | OD219743/2025-2026: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) | 1 | cum | - | - |
| 1.002 | 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. | - | cum | - | - |
| 1.003 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | - | cum | - | - |
| 1.004 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 0.4 | cum | - | - |
| 1.005 | 11.6.3.2:Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.III. Random Rubble Masonry (ii) In cement mortar 1:4 | - | cum | - | - |
| 1.006 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | - | 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 | OD220016/2025-2026: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 (WITHOUT POWER ROLLER)- | 1 | cum | - | - |
| 1.009 | OD220027/2025-2026:Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with
stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 coarse sand) including
testing of joints etc. complete:
450 mm dia R.C.C. pipe Modified DAR19.6.5 | - | metre | - | - |
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