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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹14.8 L
EMD Value
₹37,057
Closing Date
12 Oct 2026, 6:00 pmDue today
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Assistant Engineer
Office of the Assistant Executive Engineer, LIDEW Section, Kalamassery Municipality
SO 331/27 Ward -39-Retarring of Peechingaparambu road thekum kattil road relaying of cp nagar first road relaying and drain maintenace of entemonte road bylane in ward 39
2026_LSGD_876180_10
LIDEW/AEE/ET/05/2027
Open Tender
Civil Works - Roads
Item Rate
180 days
Kalamassery
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹37,057
Yes
5 Oct 2026
5 Oct 2026
14 Oct 2026
5 Oct 2026
12 Oct 2026
5 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Maintenance | |||||
| 1.001 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 151.2 | sqm | - | - |
| 1.002 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 1,009.4 | sqm | - | - |
| 1.003 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65) | 1,009.4 | sqm | - | - |
| 1.004 | 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 | 2.4 | cum | - | - |
| 1.005 | OD129645/2026-2027:Taking out Existing C C Interlocking paver blocks from Foot path/central Verge Including
Removal of Rubbish etc, Disposal of unserviceable material to the Dumping ground for Which
payment Shall be made Separately and Stacking of Serviceable material within 50 mtr lead as
per the direction of Engineer in Charge | 579.4 | sqm | - | - |
| 1.006 | OD129644/2026-2027:Providing and Laying of Interlocking Concrete Block Pavements using 60/80 mm
DEPARTMENT PAVERBLOCKS, laid in required pattern over and including a compacted bed
of 6mm stone
aggregate of 50mm average thickness, etc. all complete as per the direction of Engineer-incharge | 189.6 | sqm | - | - |
| 1.007 | 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) | 2.4 | cum | - | - |
| 1.008 | 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 | 18.27 | cum | - | - |
| 1.009 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1.64 | tonne | - | - |
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