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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.0 LAccepted-AOC | ₹8.0 L | 1 | Accepted-AOC L1 |
| 2 | 2₹8.2 L+₹16,094.89 (2.00%)Rejected-AOC | ₹8.2 L+₹16,094.89 (2.00%) | 2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | VIPIN THOMAS L1 | Prasad K C L2 |
|---|---|---|---|---|---|
| 1.00road culvert | |||||
| 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. | 116.76 | cum | 65.97 ₹7,702.66 Lowest | 67.29 ₹7,856.78 |
| 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 | 13.28 | cum | 8,401.36 ₹1,11,570.06 Lowest | 8,569.39 ₹1,13,801.5 |
| 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) | 36.89 | cum | 8,210.4 ₹3,02,865.24 Lowest | 8,374.61 ₹3,08,922.61 |
| 1.00 | 11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203V. R.C.C. grade M 25 | 7.76 | cum | 9,676 ₹75,085.76 Lowest | 9,869.52 ₹76,587.48 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.9 | tonne | 93,741.49 ₹84,367.34 Lowest | 95,616.32 ₹86,054.69 |
| 1.01 | OD363628/2025-2026:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes | 66 | kilogram | 207.15 ₹13,671.9 Lowest | 211.29 ₹13,945.14 |
| 1.01 | 3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 60 | sqm | 47.62 ₹2,857.2 Lowest | 48.57 ₹2,914.2 |
| 1.01 | 4.11.2: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 8 | cum | 2,319.8 ₹18,558.4 Lowest | 2,366.2 ₹18,929.6 |
| 1.01 | 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) | 12 | cum | 8,926.16 ₹1,07,113.92 Lowest | 9,104.68 ₹1,09,256.16 |
Tender Value
Refer Docs
EMD Value
₹20,119
Closing Date
31 Oct 2025, 3:00 pmClosed
NIMIL R T
Office of Assistant Executive Engineer LID EW LSGD Iritty Block Panchayat
Annual Plan-Iritty Block Panchayat Project no. 150/2025-26-Construction of culvert and drainage for Koottakkalam Ambalamukku road in Aralam GP-General Civil Work
2025_LSGD_813936_6
DB/TEN/03/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Iritty
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,775
Yes
₹20,119
Yes
30 Dec 2025
24 Oct 2025
3 Nov 2025
24 Oct 2025
31 Oct 2025
24 Oct 2025
Amount
road culvert
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.
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)
11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203V. R.C.C. grade M 25
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD363628/2025-2026:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes
3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.
4.11.2: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller 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)
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
OD363629/2025-2026:Providing and fixing 8mm thick granite 0.75mX0.6cm in size on solid block precast concrete block masonry wall, neatly plastered with 1:4 cement plastering. Earthwork excavation for foundation and laying 30cmX20cmX20cm Pre cast concrete solid block masonry in foundation of size 1.00mX0.30mX0.40m and wall masonry with same of size 0.80mX0.20mX0.80m. Plastering the wall with cement mortar 1:4 and placing Granite stone 0.75mX0.60m size with engraving of letters etc. and completing the work by painting emulsion paint with two coat of primer on the plastered surface. All work as directed by engineer in charge.
Prasad K C (BID ID -2421359)
Bidder Name
VIPIN THOMAS
Prasad K C
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