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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 LAccepted-Finance | ₹3.6 L | L1 | Accepted-Finance L1 |
| 2 | L2₹4.1 LAccepted-Finance NULL | ₹4.1 L | L2 | Accepted-Finance L2 |
| Sl No | Description | Qty | Unit | ahammed C H B L2 | MOHAMMED SIYAB T M L1 |
|---|---|---|---|---|---|
| 1.00DRAINAGE | |||||
| 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 | 63.14 | cum | 49.44 ₹3,121.64 | 43.66 ₹2,756.69 |
| 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 | 9.02 | cum | 8,141.14 ₹73,433.08 | 7,189.37 ₹64,848.12 |
| 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) | 24.6 | cum | 7,955.59 ₹2.0 L | 7,025.96 ₹1.7 L |
| 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) | 2.46 | cum | 8,308.42 ₹20,438.71 | 7,337.34 ₹18,049.86 |
| 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 | 6.76 | cum | 8,941.98 ₹60,492.49 | 7,896.67 ₹53,420.97 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.54 | tonne | 90,837.88 ₹48,689.10 | 80,218.16 ₹42,996.93 |
| 1.01 | OD476712/2025-2026: 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 | 0.27 | sqm | 3,514.88 ₹949.02 | 3,104.5 ₹838.22 |
| 1.01 | OD476711/2025-2026:16.21. Engraving letters in hard stone | 350 | per Letter per cm height | 10.37 ₹3,629.50 | 9.09 ₹3,181.50 |
Tender Value
₹4.2 L
EMD Value
₹10,569
Closing Date
6 Mar 2026, 1:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER, KASARAGOD BLOCK PANCHAYATH
Annual Plan-KBP P No.266/2025-26 ELKKANA ELIYANA ROAD DRAINAGE CONSTRUCTION-P No.266/2025-26-General Civil Work
2026_LSGD_840708_1
09/2025-26/AE/LSGD/BPKSD
Open Tender
Civil Works - Roads
180 days
KASARAGOD BLOCK PANCHAYATH
Please refer Tender documents.
9 documents required · 9 mandatory
₹935
Yes
₹10,569
Yes
25 Apr 2026
26 Feb 2026
7 Mar 2026
26 Feb 2026
6 Mar 2026
26 Feb 2026
DRAINAGE
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)
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)
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
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD476712/2025-2026: 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
OD476711/2025-2026:16.21. Engraving letters in hard stone
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