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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
₹4.8 L
EMD Value
₹11,925
Closing Date
22 Oct 2026, 10:00 am2d left
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
Ae
276/26-27 IMPROVEMENT WORKS TO BANKALAM PALSOCIETY ROAD-IMPROVEMENT WORKS TO BANKALAM PALSOCIETY GPROADROAD-IMPROVEMENT WORKS TO MEKKAT CHALAKKADAVU POOTHAKKAL
2026_LSGD_879027_6
2/AE/2026-27
Open Tender
Civil Works - Roads
Item Rate
30 days
Madikai
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,055
Yes
₹11,925
Yes
13 Oct 2026
13 Oct 2026
23 Oct 2026
13 Oct 2026
22 Oct 2026
13 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road improvement | |||||
| 1.001 | 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. | 131.25 | sqm | - | - |
| 1.002 | OD151259/2026-2027:od1336463/2021 2022 Granular sub-base/base/surface course with serviceable material available during scarifying of existing road. Construction of granular sub-base with departmental 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. (Modified 4.11.2) | 6.82 | cum | - | - |
| 1.003 | 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. | 8.51 | cum | - | - |
| 1.004 | 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. | 6.9 | cum | - | - |
| 1.005 | 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) | 10.5 | cum | - | - |
| 1.006 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <br> 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. <br> (B) 75 mm thick :- (II) Bitumen (S-65) | 65.03 | sqm | - | - |
| 1.007 | 5.2.1a:Tack Coat<br> 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. | 510 | sqm | - | - |
| 1.008 | 5.11.2.B.2a:Mix Seal Surfacing - Mechanical Means - Type B - Bitumen S-65 <br> 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 <br> By Mechanical Means :- Type B <br> (II) Bitumen (S-65) | 510 | sqm | - | - |
| 1.009 | OD202123/2026-2027:Providing & laying factory made chamfered edge cement concrete paver blocks in footpath parks,lawns,drive ways or light traffic parking etc, of required strength ,thickness & size/shape,made by table vibratory method using PU mould ,laid in required colour&pattern over 50mm thick compacted bed of 6mm brocken stone aggregate,compacting & proper embedding/laying of inter locking paver blocks into the brocken stone bedding layer through vibratory compaction by using plate vibrator, complete all as per direction of engineer -in-charge 80mm thick c.c paver block of M30 grade with approved colour design and pattern(16.91.2 modified by replacing sand bed 6mm stone aggregate bed) | 153.25 | sqm | - | - |
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