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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.6 LAdmitted-Fee/PreQual/Technical/Finance THIRUVILAKKIL SANATHANAPURAM P O ALAPPUZHA AMBALAPPUZHA TALUK ALAPPUZHA DISTRICT | ₹8.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹8.6 L+₹4,613.30 (0.54%)Admitted-Fee/PreQual/Technical/Finance | ₹8.6 L+₹4,613.30 (0.54%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹8.9 L+₹35,337.06 (4.12%)Admitted-Fee/PreQual/Technical/Finance | ₹8.9 L+₹35,337.06 (4.12%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹9.8 L+₹1.2 L (13.7%)Admitted-Fee/PreQual/Technical/Finance | ₹9.8 L+₹1.2 L (13.7%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹9.8 L+₹1.2 L (14.1%)Admitted-Fee/PreQual/Technical/Finance | ₹9.8 L+₹1.2 L (14.1%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | BAIJU V L1 | thomas scaria L3 | AJITH VARGHESE L5 | govind L2 | Alleppey District Labour Contract Co-operative Society A 1212 L6 | BALU B L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Retaining wall | |||||||||
| 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 | 51.75 | cum | 734.63 ₹38,017.1 | 765 ₹39,588.75 | 838.32 ₹43,383.06 | 600 ₹31,050 Lowest | 922.05 ₹47,716.09 | 835.4 ₹43,231.95 |
| 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. | 144.56 | cum | 5,341.26 ₹7,72,148.57 Lowest | 5,561 ₹8,03,914.84 | 6,095.2 ₹8,81,140.4 | 5,360 ₹7,74,857.68 | 6,703.97 ₹9,69,146.02 | 6,074 ₹8,78,075.66 |
| 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) | 3.75 | cum | 6,762.69 ₹25,360.09 Lowest | 7,759 ₹29,096.25 | 8,504.2 ₹31,890.75 | 9,000 ₹33,750 | 9,353.57 ₹35,075.89 | 8,474.5 ₹31,779.38 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.26 | tonne | 88,169.64 ₹23,188.62 | 81,565 ₹21,451.6 Lowest | 89,399.25 ₹23,512 | 90,000 ₹23,670 | 98,328.13 ₹25,860.3 | 89,087.8 ₹23,430.09 |
Tender Value
₹11.0 L
EMD Value
₹27,523
Closing Date
31 Jul 2026, 3:00 pmClosed
ASSISTANT ENGINEER,MSGP
LID AND EW SECTION MARARIKULAM SOUTH GRAMA PANCHAYAT KATTOOR P O
Annual Plan-Mararikulam South Gp/ 2025-26/ pr 309/ sidewall construction for Omanappuzha church bridge two sides west side ward 15-.-General Civil Work
2026_LSGD_862108_1
T1/AE/26-27
Open Tender
Civil Works - Roads
Item Rate
MARARIKULAM SOUTH GRAMA PANCHAYAT
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹27,523
Yes
1 Sept 2026
23 Jul 2026
4 Aug 2026
23 Jul 2026
31 Jul 2026
23 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Retaining wall | |||||
| 1.001 | 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 | - | cum | - | - |
| 1.002 | 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. | 0.2 | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
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