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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | ₹4.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹4.1 LRejected-Finance VISHNU PRABHA HOUSE KAVIL P O NADUVANNUR VIA KOYILANDY KOZHIKODE DISTRICT KERALA 673614 | KOZHIKODE | KERALA | 673614 | ₹4.1 L | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | ALI.B L3 | Sulthan Bathery Labour Contract and Construction Co.Operative Societey Ltd. L2 | SREENATH. M.C. L1 |
|---|---|---|---|---|---|---|
| 1.00concrete | ||||||
| 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 | 11.88 | cum | 966.94 ₹11,487.25 | 879.04 ₹10,443 | 856.53 ₹10,175.58 |
| 1.00 | OD228301/2025-2026: DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 40.26 | cum | 4,271.16 ₹1.7 L | 3,882.87 ₹1.6 L | 3,783.46 ₹1.5 L |
| 1.00 | OD229333/2025-2026:Filling with contractor's own earth ( excluding rock) in OPEN AREAS in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | 49.5 | cum | 476.71 ₹23,597.15 | 433.37 ₹21,451.82 | 422.28 ₹20,902.86 |
| 1.00 | OD228300/2025-2026: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 on prepared surface, mixing by mix in place method with rotavator at once and compacting manually to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 14.85 | cum | 2,411.82 ₹35,815.53 | 2,192.56 ₹32,559.52 | 2,136.44 ₹31,726.13 |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 19.8 | cum | 9,818.78 ₹1.9 L | 8,926.16 ₹1.8 L | 8,697.65 ₹1.7 L |
| 1.01 | OD228314/2025-2026:Providing and fixing pre cast RCC pipe 450 mm dia including all cost conveyance of materials and all labour charges etc.. complet | 9 | 1 meter | 2,416.7 ₹21,750.30 | 2,197 ₹19,773 | 2,140.77 ₹19,266.93 |
| 1.01 | OD228303/2025-2026: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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701. 600 mm x 450 mm Rectangular | 1 | 1 nos | 4,145.15 ₹4,145.15 | 3,768.32 ₹3,768.32 | 3,671.82 ₹3,671.82 |
Tender Value
₹4.2 L
EMD Value
₹10,526
Closing Date
10 Oct 2025, 5:00 pmClosed
ASSISTANT ENGINEER
LID AND EW SULTHANBATHERY MUNICIPALITY
Project No_650/2025-2026-Armad Govindan Mooppan Road Balance Portion Side Wall and Concrete
2025_LSGD_804050_54
E1-03/2025-26
Open Tender
Civil Works - Roads
360 days
SULTHAN BATHERY MUNICIPALITY
Please refer Tender documents.
8 documents required · 8 mandatory
₹930
Yes
₹10,526
Yes
3 Jun 2026
3 Oct 2025
13 Oct 2025
3 Oct 2025
10 Oct 2025
3 Oct 2025
Amount
concrete
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
OD228301/2025-2026: DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
OD229333/2025-2026:Filling with contractor's own earth ( excluding rock) in OPEN AREAS in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
OD228300/2025-2026: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 on prepared surface, mixing by mix in place method with rotavator at once and compacting manually to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
OD228314/2025-2026:Providing and fixing pre cast RCC pipe 450 mm dia including all cost conveyance of materials and all labour charges etc.. complet
OD228303/2025-2026: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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701. 600 mm x 450 mm Rectangular
Sulthan Bathery Labour Contract and Construction Co.Operative Societey Ltd. (BID ID -2380440)
ALI.B (BID ID -2382495)
Bidder Name
SREENATH. M.C.
Sulthan Bathery Labour Contract and Construction Co.Operative Societey Ltd.
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