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Tender Value
₹5.1 L
EMD Value
₹12,711
Closing Date
6 Aug 2026, 3:00 pm5d left
AEE, Pala Municipality
Office of the Assistant Executive Engineer
Annual Plan-2026-2027/PALA MUNICIPALITY-PROJECT NO. 12/27-PALA CLUB ROAD JOSE JUNCTION LINK ROAD MAINTENANCE WARD 11-General Civil Work-RETENDER
2026_LSGD_854634_44
ET-001/2027
Open Tender
Civil Works - Roads
Item Rate
240 days
Pala Municipality
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,125
₹12,711
29 Jul 2026
29 Jul 2026
10 Aug 2026
29 Jul 2026
6 Aug 2026
29 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Maintenance | |||||
| 1.001 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <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. | 1 | sqm | - | - |
| 1.002 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <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. | - | sqm | - | - |
| 1.003 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <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 Manual Means <br> Type A <br> (II) Bitumen (S-65) | - | sqm | - | - |
| 1.004 | 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 | - | - |
| 1.005 | OD38208/2026-2027:od1749064/2022_2023 ::Filling up low lying areas and water logged areas with local material/ quarry waste,
spreading in layers, leveling the top at site and consolidation by ramming etc complete | - | cum | - | - |
| 1.006 | OD38211/2026-2027:OD For 6.7.1 Interlocking Concrete Block Pavement.
Providing and laying of interlocking Concrete Block pavements having thickness 80 mm as per drawing and Technical Specification Clause 1504 | - | sqm | - | - |
| 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) | 1 | cum | - | - |
| 1.008 | OD40239/2026-2027:supplying and fixing information board 75x60 cm size using GI pipe and post 1 mm thick GIsheet Ms angle
frame painting lettering and fixing in position as per the direction of e-i-c | - | each | - | - |
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