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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.1 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹9.4 L+₹33,838.90 (3.72%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹10.6 L+₹1.5 L (16.1%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹10.6 L+₹1.5 L (16.8%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹11.0 L+₹1.9 L (20.7%)Admitted-Fee/PreQual/Technical/Finance VENDOR EDATHUA | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | RAJEEV. R L3 | BENISH TOM BABU L1 | NEENA THOMAS L2 | SIVAKUMAR T L6 | Vishnu R Krishnan L4 | MANJU K NAIR L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Construction of Side Wall | |||||||||
| 1.00 | OD143884/2026-2027:Bailing out water Using 5HP pump. Bailing out water with 5HP engine and pump set including conveyance to site and erection ,cost of fuel, lubrication oil, and other stores, pay of staff etc complete. | 16 | hour | 422.63 ₹6,762.08 | 400 ₹6,400 | 200 ₹3,200 Lowest | 440.82 ₹7,053.12 | 426.6 ₹6,825.6 | 441.87 ₹7,069.92 |
| 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 | 45.5 | cum | 838.23 ₹38,139.47 | 724 ₹32,942 Lowest | 750 ₹34,125 | 875.9 ₹39,853.45 | 846 ₹38,493 | 871.19 ₹39,639.15 |
| 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. | 118.3 | cum | 6,094.5 ₹7,20,979.35 | 5,300 ₹6,26,990 Lowest | 5,350 ₹6,32,905 | 6,368.55 ₹7,53,399.47 | 6,112.9 ₹7,23,156.07 | 6,334.18 ₹7,49,333.49 |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 3.5 | cum | 8,176.2 ₹28,616.7 | 7,073 ₹24,755.5 Lowest | 8,000 ₹28,000 | 8,543.65 ₹29,902.78 | 8,267 ₹28,934.5 | 8,497.72 ₹29,742.02 |
| 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.<br>III. Random Rubble Masonry <br>(ii) In cement mortar 1:4 | 17.5 | cum | 8,337.1 ₹1,45,899.25 | 7,212 ₹1,26,210 Lowest | 8,500 ₹1,48,750 | 8,711.84 ₹1,52,457.2 | 8,430 ₹1,47,525 | 8,665.01 ₹1,51,637.68 |
| 1.01 | OD204814/2026-2027: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) | 21.7 | cum | 952.39 ₹20,666.86 | 500 ₹10,850 Lowest | 750 ₹16,275 | 995.11 ₹21,593.89 | 963 ₹20,897.1 | 989.84 ₹21,479.53 |
| 1.01 | OD149706/2026-2027:supplying and fixing Name Board as per the direction of engineer in charge | 1 | each | 2,670.2 ₹2,670.2 | 3,000 ₹3,000 | 2,400 ₹2,400 Lowest | 2,790.18 ₹2,790.18 | 2,696.4 ₹2,696.4 | 3,000.01 ₹3,000.01 |
| 2.00Reconcreting | |||||||||
| 2.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 1.24 | cum | 8,176.2 ₹10,171.19 | 7,000 ₹8,708 Lowest | 8,000 ₹9,952 | 8,543.65 ₹10,628.3 | 8,267 ₹10,284.15 | 8,497.73 ₹10,571.18 |
Tender Value
₹11.9 L
EMD Value
₹29,643
Closing Date
31 Oct 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
DIVYASREE S L
Office of the Assistant Engineer, LID EW Section, Mannar Grama Panchayat
Annual Plan-2026-27 Mannar GP - P. No. 56/26-27 Construction of Side Wall and Reconcreting of Mangalathumadom Footpath in Ward 6
2026_LSGD_880565_1
02/2026-27/AE/LID EW/MNR
Open Tender
Civil Works - Roads
Item Rate
545 days
Mannar GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹29,643
Yes
3 Nov 2026
24 Oct 2026
2 Nov 2026
24 Oct 2026
31 Oct 2026
24 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of Side Wall | |||||
| 1.001 | OD143884/2026-2027:Bailing out water Using 5HP pump. Bailing out water with 5HP engine and pump set including conveyance to site and erection ,cost of fuel, lubrication oil, and other stores, pay of staff etc complete. | 16 | hour | - | - |
| 1.002 | 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 | 45.5 | cum | - | - |
| 1.003 | 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. | 118.3 | cum | - | - |
| 1.004 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 3.5 | 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.<br>III. Random Rubble Masonry <br>(ii) In cement mortar 1:4 | 17.5 | cum | - | - |
| 1.006 | OD204814/2026-2027: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) | 21.7 | cum | - | - |
| 1.007 | OD149706/2026-2027:supplying and fixing Name Board as per the direction of engineer in charge | 1 | each | - | - |
| 2Reconcreting | |||||
| 2.001 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 1.24 | cum | - | - |
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