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Tender Value
₹3.6 L
EMD Value
₹8,892
Closing Date
23 Jun 2026, 10:00 am6d left
ASSISTANT ENGINEER
LID AND EW SECTION KANNAPURAMGP
GP Project No 209 Parayilmukk Janakiya Vayanashala Road Near Pramodmill Culvert Reconstruction and Road Maintenance
2026_LSGD_844639_13
ET04/2026/AE/LSGD/KNPM/2025-26
Open Tender
Civil Works - Roads
180 days
KANNAPURAM GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹785
Yes
₹8,892
Yes
16 Jun 2026
16 Jun 2026
24 Jun 2026
16 Jun 2026
23 Jun 2026
16 Jun 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Maintenanace work | ||||||
| 1.001 | 2.5.2.A:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete | - | cum | 751.07 | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 2.7.E:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br>(E) Dismantling Stone Pitching / Dry Stone Spalls | 1 | cum | 404.46 | ₹404.06 | BI01010001010000000000000515BI0100001115 |
| 1.003 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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. | - | cum | 65.97 | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | OD519819/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | - | cum | 8,078.25 | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 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) | 1 | cum | 8,210.4 | ₹8,202.19 | BI01010001010000000000000515BI0100001118 |
| 1.006 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 1 | cum | 9,227.9 | ₹9,218.67 | BI01010001010000000000000515BI0100001119 |
| 1.007 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | 93,741.49 | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | 2.14.2.A:Dismantling of Flexible Pavements<br> Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 <br> (II) By Mechanical Means<br> (A) Bituminous Courses | 1 | cum | 424.2 | ₹423.78 | BI01010001010000000000000515BI0100001121 |
| 1.009 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | - | sqm | 14.94 | - | BI01010001010000000000000515BI0100001122 |
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