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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.0 LAdmitted-Fee/PreQual/Technical/Finance | ₹16.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹16.6 L+₹60,982.16 (3.80%)Admitted-Fee/PreQual/Technical/Finance | ₹16.6 L+₹60,982.16 (3.80%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SHOJI A J L1 | AMEER ALI V M L2 |
|---|---|---|---|---|---|
| 1.00Culvert | |||||
| 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. | 88.83 | cum | 62.6 ₹5,560.88 Lowest | 65 ₹5,774.08 |
| 1.00 | 3.9.2.A:Excavation in Hard Rock (blasting prohibited) Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 (A) Manual Means | 1.4 | cum | 3,970.82 ₹5,559.15 Lowest | 4,184 ₹5,857.6 |
| 1.00 | OD494947/2025-2026:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including
conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc
complete | 25 | hour | 421.38 ₹10,534.5 Lowest | 444 ₹11,100 |
| 1.00 | OD494949/2025-2026:Derived from DAR 60.5.2-DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of01.20m long (0.60m in rock and 0.60m in concrete ) including drilling holes of 20mm dia to a
depth of 1m in rock and filling the gap with cement grout( 0.060kg/each) etc
complete. | 50 | each | 375.75 ₹18,787.5 Lowest | 395 ₹19,750 |
| 1.00 | OD494952/2025-2026:Derived from 11.4.1.1-excluding formwork and cement content250kg/m3-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 | 14.54 | cum | 7,665.45 ₹1,11,440.31 Lowest | 7,916 ₹1,15,082.81 |
| 1.01 | 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) | 134.03 | cum | 7,790.85 ₹10,44,238.79 Lowest | 8,090 ₹10,84,335.06 |
| 1.01 | 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 | 15.92 | cum | 8,756.35 ₹1,39,436.12 Lowest | 9,100 ₹1,44,908.4 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1.72 | tonne | 88,951.3 ₹1,52,551.48 Lowest | 91,870 ₹1,57,557.05 |
| 1.01 | 14.1:Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 | 4.32 | cum | 2,667.87 ₹11,525.2 Lowest | 2,760 ₹11,923.2 |
Tender Value
₹16.9 L
EMD Value
₹42,235
Closing Date
11 Sept 2026, 5:00 pmClosed
Assistant Engineer
O/O Assistant Engineer LID and EW Section Kottiyoor GP
Annual Plan-Kottiyoor GP- 342/25-26 Construction of culvert at Pottanthode thondiyil kavala nallor road general civil work
2026_LSGD_867207_2
AE/LSGD/KTR/ETN/02/2026-27
Open Tender
Civil Works - Others
Item Rate
180 days
KOTTIYOOR GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹42,235
Yes
14 Sept 2026
2 Sept 2026
14 Sept 2026
2 Sept 2026
11 Sept 2026
2 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Culvert | |||||
| 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. | 0.8 | cum | - | - |
| 1.002 | 3.9.2.A:Excavation in Hard Rock (blasting prohibited) Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 (A) Manual Means | 1 | cum | - | - |
| 1.003 | OD494947/2025-2026:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including
conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc
complete | - | hour | - | - |
| 1.004 | OD494949/2025-2026:Derived from DAR 60.5.2-DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of01.20m long (0.60m in rock and 0.60m in concrete ) including drilling holes of 20mm dia to a
depth of 1m in rock and filling the gap with cement grout( 0.060kg/each) etc
complete. | - | each | - | - |
| 1.005 | OD494952/2025-2026:Derived from 11.4.1.1-excluding formwork and cement content250kg/m3-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 | - | cum | - | - |
| 1.006 | 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) | 0.6 | cum | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.009 | 14.1:Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 | - | cum | - | - |
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