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| Sl No | Description | Qty | Unit | RAKESH A L2 | Aji B L1 |
|---|---|---|---|---|---|
| 1.00Drain construction | |||||
| 1.00 | 11.1.1.1:Excavation for Structures 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. I. Ordinary soil (i) Upto 3 m depth | 28.99 | cum | 810.64 ₹23,501.26 Lowest | 860.1 ₹24,935.16 |
| 1.00 | OD167545/2026-2027:STONE MASONRY IN CEMENT MORTAR FOR SUBSTRUCTURE COMPLETE AS PER DRAWING(RR MASONRY)foundation and plinth levelling up with cement
mortar : Cement mortar 1:6 (1 cement : 6 coarse sand).(Derived from DAR 7.1.1) | 22.14 | cum | 6,016.7 ₹1,33,209.74 Lowest | 6,384.3 ₹1,41,348.4 |
| 1.00 | OD167580/2026-2027:Plastering with cement mortar (1:4), 15 mm thick on stone work in substructure as per technical specification Clauses 613.4 & 1204 | 40.59 | sqm | 1,475.74 ₹59,900.29 | 345.2 ₹14,011.67 Lowest |
| 1.00 | OD167546/2026-2027: 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 | 5 | hour | 408.49 ₹2,042.45 Lowest | 433.4 ₹2,167 |
| 1.00 | OD167547/2026-2027: RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete | 7 | metre | 1,712.47 ₹11,987.29 | 1,119.4 ₹7,835.8 Lowest |
| 1.01 | 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 | 1.26 | cum | 7,747.65 ₹9,762.04 Lowest | 8,221.1 ₹10,358.59 |
| 1.01 | 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) | 0.23 | cum | 7,907.12 ₹1,779.1 Lowest | 8,390.3 ₹1,887.82 |
| 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 3.83 | cum | 7,571.56 ₹28,961.22 Lowest | 8,034.2 ₹30,730.82 |
| 1.01 | 12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 9.18 | cum | 8,008.36 ₹73,516.74 Lowest | 8,497.7 ₹78,008.89 |
Tender Value
Refer Docs
EMD Value
₹12,665
Closing Date
23 Sept 2026, 5:00 pmClosed
Assistant Engineer
LID EW Kollayil GP
Proj No228/27 Kannamkuzhy Amottukonam Road Maintenance
2026_LSGD_868508_21
01/AE/LIDEW/KGP/2026-2
Open Tender
Civil Works - Roads
Item Rate
180 days
Kollayil GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,120
Yes
₹12,665
Yes
7 Oct 2026
15 Sept 2026
25 Sept 2026
15 Sept 2026
23 Sept 2026
15 Sept 2026
15 Sept 2026 - 23 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Drain construction | |||||
| 1.001 | 11.1.1.1:Excavation for Structures 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. I. Ordinary soil (i) Upto 3 m depth | 28.99 | cum | - | - |
| 1.002 | OD167545/2026-2027:STONE MASONRY IN CEMENT MORTAR FOR SUBSTRUCTURE COMPLETE AS PER DRAWING(RR MASONRY)foundation and plinth levelling up with cement
mortar : Cement mortar 1:6 (1 cement : 6 coarse sand).(Derived from DAR 7.1.1) | 22.14 | cum | - | - |
| 1.003 | OD167580/2026-2027:Plastering with cement mortar (1:4), 15 mm thick on stone work in substructure as per technical specification Clauses 613.4 & 1204 | 40.59 | sqm | - | - |
| 1.004 | OD167546/2026-2027: 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 | 5 | hour | - | - |
| 1.005 | OD167547/2026-2027: RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete | 7 | metre | - | - |
| 1.006 | 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 | 1.26 | cum | - | - |
| 1.007 | 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) | 0.23 | cum | - | - |
| 1.008 | 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 3.83 | cum | - | - |
| 1.009 | 12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 9.18 | cum | - | - |
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