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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹8.4 LAccepted-AOC | ₹8.4 L | l1 | Accepted-AOC l1 |
| 2 | l2₹8.5 LRejected-AOC | ₹8.5 L | l2 | Rejected-AOC l2 |
| Sl No | Description | Qty | Unit | B IBRAHIM L1 | ABDULLA SUNAIFE C A L2 |
|---|---|---|---|---|---|
| 1.00Bridge Construction | |||||
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 78.71 | cum | 56.08 ₹4,414.06 | 56.08 ₹4,414.06 |
| 1.00 | 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 | 4.33 | cum | 9,237.88 ₹40,018.50 | 9,237.88 ₹40,018.50 |
| 1.00 | 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) | 29.35 | cum | 9,027.88 ₹2.6 L | 9,027.88 ₹2.6 L |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.81 | tonne | 1,03,075.05 ₹84,006.17 | 1,03,075.05 ₹84,006.17 |
| 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 | 8.74 | cum | 10,146.69 ₹88,702.36 | 10,146.69 ₹88,702.36 |
| 1.01 | OD65731/2025-2026:Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works(modified DSR 10.25.2) | 92.4 | kg | 178.45 ₹16,488.78 | 178.45 ₹16,488.78 |
| 1.01 | 11.2.2:Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 2. Earth filling (For marshy soil) | 20.56 | cum | 621.18 ₹12,771.46 | 621.18 ₹12,771.46 |
| 1.01 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 3.6 | cum | 9,764.36 ₹35,151.70 | 9,764.36 ₹35,151.70 |
| 1.01 | OD187289/2025-2026: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 | 65.97 | cum | 4,215 ₹2.8 L | 4,268 ₹2.8 L |
Tender Value
₹8.5 L
EMD Value
₹21,168
Closing Date
24 Jan 2026, 5:00 pmClosed
JOHN A DCRUZ
KASARAGOD BLOCK PANCHAYAT
MLA-SDF-2025-26-ANINHA MOOSHARIVALAPPU ROADBRIDGE IN CHEMNAD GP
2026_CRD_828074_1
LSGD/BP/KSD/50/2024-C
Open Tender
Civil Works - Roads
90 days
KASARAGOD BLOCK PANCHAYAT
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,168
Yes
21 Feb 2026
16 Jan 2026
27 Jan 2026
16 Jan 2026
24 Jan 2026
16 Jan 2026
Bridge Construction
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
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
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)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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
OD65731/2025-2026:Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works(modified DSR 10.25.2)
11.2.2:Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 2. Earth filling (For marshy soil)
11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
OD187289/2025-2026: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
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)
Name Board
OD65733/2025-2026: Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. 8.2.2.2 Area of slab over 0.50 sqm
OD65732/2025-2026:16.21. Engraving letters in hard stone
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