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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | THE MANANTHAVADY SC ST LABOUR CONTRACT CO OPERATIVE SOCIETY NO C397 L1 | AMEER ALI V M L2 |
|---|---|---|---|---|---|
| 1.00SIDE PROTECTION-GHSS | |||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 238.68 | cum | 63.3 ₹15,108.44 Lowest | 65 ₹15,514.2 |
| 1.00 | OD287021/2025-2026:DRY RUBBLE MASONRY with hard stone, WITHOUT Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labor charges etc. complete as per approved drawing and relevant technical specifications. | 106.23 | cum | 3,826.86 ₹4,06,538.82 Lowest | 3,986 ₹4,23,444.74 |
| 1.00 | 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 | 5.54 | cum | 8,858.78 ₹49,051.06 Lowest | 9,227 ₹51,089.9 |
| 1.00 | OD287023/2025-2026:Providing concrete for reinforced concrete in MIDDLE/BOTTOM BELT for DR Retaining Walls complete as per drawing and direction of Engineer-in-Charge. R.C.C grade M 20, nominal mix 1:2:4 (11.4.4 Modified) | 14.85 | cum | 8,738.98 ₹1,29,738.9 Lowest | 9,103 ₹1,35,143.14 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1.98 | tonne | 89,991.83 ₹1,78,093.83 Lowest | 93,741 ₹1,85,513.44 |
| 1.01 | OD287026/2025-2026:MORD:Providing and fixing NAME BOARD fixed over MS sheeting, 2 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 300 mm x 300 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701.600 mm x 450 mm Rectangular | 1 | each | 2,928.93 ₹2,928.93 Lowest | 3,050 ₹3,050 |
| 2.00MAINTANANCE-GHS | |||||
| 2.00 | 15.28.2:Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :Asbestos cement Sheet | 344.56 | sqm | 71.65 ₹24,687.44 Lowest | 74 ₹25,497.14 |
| 2.00 | OD345028/2025-2026:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.35 mm (+0.05%), total coated
thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | 375.65 | sqm | 571.74 ₹2,14,776.42 Lowest | 590 ₹2,21,635.86 |
Tender Value
₹16.9 L
EMD Value
₹42,369
Closing Date
27 Feb 2026, 5:00 pmClosed
Executive Engineer
Office of the executive engineer LID AND EW Division Wayanad DP Kalpetta
Annual Plan-Wayanad DP - 2025 - 26 - Pr No. 51/26 - Thalappuzha GHSS Maintenance - Thavinhal GP-2000000/--General Civil Work
2026_LSGD_838183_10
D2-2374/2025(13)
Open Tender
Civil Works - Buildings
Item Rate
180 days
Kalpetta
Please refer tender documents
7 documents required · 7 mandatory
₹2,760
Yes
₹42,369
Yes
14 Jul 2026
19 Feb 2026
28 Feb 2026
19 Feb 2026
27 Feb 2026
19 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SIDE PROTECTION-GHSS | |||||
| 1.001 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | - | cum | - | - |
| 1.002 | OD287021/2025-2026:DRY RUBBLE MASONRY with hard stone, WITHOUT Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labor charges etc. complete as per approved drawing and relevant technical specifications. | 0.2 | cum | - | - |
| 1.003 | 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 | 1 | cum | - | - |
| 1.004 | OD287023/2025-2026:Providing concrete for reinforced concrete in MIDDLE/BOTTOM BELT for DR Retaining Walls complete as per drawing and direction of Engineer-in-Charge. R.C.C grade M 20, nominal mix 1:2:4 (11.4.4 Modified) | - | cum | - | - |
| 1.005 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.006 | OD287026/2025-2026:MORD:Providing and fixing NAME BOARD fixed over MS sheeting, 2 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 300 mm x 300 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701.600 mm x 450 mm Rectangular | - | each | - | - |
| 2MAINTANANCE-GHS | |||||
| 2.001 | 15.28.2:Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :Asbestos cement Sheet | 0.4 | sqm | - | - |
| 2.002 | OD345028/2025-2026:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.35 mm (+0.05%), total coated
thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | 0.6 | sqm | - | - |
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