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Tender Value
₹2.5 L
EMD Value
₹6,350
Closing Date
24 Jun 2026, 3:00 pm4d left
Similar tender results from the same govt authority in the past 3 years.
AEE, Pala Municipality
Office of the Assistant Executive Engineer
Annual Plan-2026-2027/PALA MUNICIPALITY- 26/27 -Janatha Nelliyani palli road ST Sebastian road maintenanace ward 25-General Civil Work
2026_LSGD_854634_20
ET-001/2027
Open Tender
Civil Works - Roads
240 days
Pala Municipality
Please refer Tender documents.
11 documents required · 11 mandatory
₹560
₹6,350
17 Jun 2026
17 Jun 2026
29 Jun 2026
17 Jun 2026
24 Jun 2026
17 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Road Retarring & Interlocking | ||||||
| 1.001 | 75.5.5.A.1pb:Modified Penetration Macadam 50 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. | - | sqm | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 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. | - | sqm | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 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. | - | sqm | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 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) | - | sqm | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 2.7.D: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> (D) Dry Rubble Masonry | - | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | OD44994/2026-2027:DRY RUBBLE MASONRY (Departmental supply) with hard stone,in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | - | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | - | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | 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 | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | OD36205/2026-2027:Supplying and fixing information board 75X60 cm size using GI pipe and post 1 mm thick GI sheet MS angle frame painting lettering and fixing in position as per the direction of e-i-c | - | each | - | - | BI01010001010000000000000515BI0100001122 |
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