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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.5 LAccepted-Finance | ₹42.5 L | L1 | Accepted-Finance L1 accepted |
| 2 | L2₹42.8 L+₹26,979 (0.63%)Rejected-Finance | ₹42.8 L+₹26,979 (0.63%) | L2 | Rejected-Finance L2 rejected |
| 3 | L3₹43.2 L+₹66,647 (1.57%)Rejected-Finance LEELA NIVAS GURUVAYUR | GURUVAYUR | KERALA | ₹43.2 L+₹66,647 (1.57%) | L3 | Rejected-Finance L3 rejected |
| 4 | L4₹43.4 L+₹87,007 (2.05%)Rejected-Finance | ₹43.4 L+₹87,007 (2.05%) | L4 | Rejected-Finance L4 rejected |
| 5 | L5₹48.5 L+₹6.0 L (14.1%)Rejected-Finance | ₹48.5 L+₹6.0 L (14.1%) | L5 | Rejected-Finance L5 rejected |
| Sl No | Description | Qty | Unit | M.Salahudeen L2 | ANILKUMAR L3 | BINU B L7 | VINOD. S L1 | Thumpara L4 | MUHAMMED SHAM S S L5 | SHAJI BHADRAN L6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Detailed estimate | ||||||||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | 271.8 | cum | 350.64 ₹95,303.95 | 260 ₹70,668 Lowest | 415 ₹1,12,797 | 348.5 ₹94,722.3 | 355.63 ₹96,660.23 | 397 ₹1,07,904.6 | 407 ₹1,10,622.6 |
| 1.00 | 11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 7.6 | cum | 593.03 ₹4,507.03 Lowest | 600 ₹4,560 | 886 ₹6,733.6 | 743.44 ₹5,650.14 | 758.65 ₹5,765.74 | 848 ₹6,444.8 | 867 ₹6,589.2 |
| 1.00 | OD83086/2026-2027:DRY RUBBLE MASONRY (without concrete levelling course) with hgood quality blasted rubble (Without extra cost for bond atone) and packing to compactness to linesand levels cost and conveyance of all materials, labour charges etc. comlpete as per the directions of the departmental officers at site. | 745.35 | cum | 4,231.82 ₹31,54,187.04 | 4,470 ₹33,31,714.5 | 5,008 ₹37,32,712.8 | 4,203.54 ₹31,33,108.54 Lowest | 4,289.55 ₹31,97,216.09 | 4,795 ₹35,73,953.25 | 4,900 ₹36,52,215 |
| 1.00 | 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) | 37.25 | cum | 7,592.87 ₹2,82,834.41 | 7,200 ₹2,68,200 Lowest | 8,985 ₹3,34,691.25 | 7,541.71 ₹2,80,928.7 | 7,696.03 ₹2,86,677.12 | 8,604 ₹3,20,499 | 8,791 ₹3,27,464.75 |
| 1.00 | OD304602/2025-2026:Construction of Embankment with Material Obtained from Borrow Pits - Manual compaction
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 | 889.23 | cum | 484.37 ₹4,30,716.34 | 350 ₹3,11,230.5 Lowest | 574 ₹5,10,418.02 | 481.61 ₹4,28,262.06 | 491.47 ₹4,37,029.87 | 549 ₹4,88,187.27 | 562 ₹4,99,747.26 |
| 1.01 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 1.9 | cum | 7,153.59 ₹13,591.82 | 7,400 ₹14,060 | 8,465 ₹16,083.5 | 7,105.39 ₹13,500.24 Lowest | 7,250.77 ₹13,776.46 | 8,106 ₹15,401.4 | 8,282 ₹15,735.8 |
| 1.01 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 5.1 | cum | 6,991.11 ₹35,654.66 | 7,200 ₹36,720 | 8,273 ₹42,192.3 | 6,943.89 ₹35,413.84 Lowest | 7,085.97 ₹36,138.45 | 7,922 ₹40,402.2 | 8,094 ₹41,279.4 |
| 1.01 | 12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 6.88 | cum | 7,394.61 ₹50,837.94 | 7,400 ₹50,875 | 8,751 ₹60,163.13 | 7,344.49 ₹50,493.37 Lowest | 7,494.76 ₹51,526.48 | 8,379 ₹57,605.63 | 8,561 ₹58,856.88 |
| 1.01 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20 | 1 | cum | 8,310.49 ₹8,310.49 | 7,500 ₹7,500 Lowest | 9,834 ₹9,834 | 8,254.66 ₹8,254.66 | 8,423.56 ₹8,423.56 | 9,417 ₹9,417 | 9,621 ₹9,621 |
Tender Value
₹55.1 L
EMD Value
₹50,000
Closing Date
3 Aug 2026, 4:00 pmClosed
Assistant Engineer
Office of AEE Vamanapuram BP
GENERAL-ITDP - Ambedkar Settlement Development Project - 2022-23 - Vamanapuram LAC - Kalayapuram Unnathi in Peringammala GP-Vamanapuram Block-General Civil Worka Panchayath, Vamanapuram-General Civil Work
2026_LSGD_862613_2
02/2026-27/AE/LIDEW/VMPM
Open Tender
Civil Works - Roads
Item Rate
VENJARAMOODU
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
19 Aug 2026
27 Jul 2026
5 Aug 2026
27 Jul 2026
3 Aug 2026
27 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Detailed estimate | |||||
| 1.001 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | - | cum | - | - |
| 1.002 | 11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 1 | cum | - | - |
| 1.003 | OD83086/2026-2027:DRY RUBBLE MASONRY (without concrete levelling course) with hgood quality blasted rubble (Without extra cost for bond atone) and packing to compactness to linesand levels cost and conveyance of all materials, labour charges etc. comlpete as per the directions of the departmental officers at site. | - | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | OD304602/2025-2026:Construction of Embankment with Material Obtained from Borrow Pits - Manual compaction
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 | - | cum | - | - |
| 1.006 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | - | cum | - | - |
| 1.007 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 1 | cum | - | - |
| 1.008 | 12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | - | cum | - | - |
| 1.009 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20 | - | cum | - | - |
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