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Tender Value
₹5.4 L
EMD Value
₹13,406
Closing Date
7 Oct 2026, 6:00 pm7d left
Assistant Engineer, LSGD Section, Kadukutty GP
Assistant Engineer, LSGD Section, Kadukutty GP
Annual Plan-2026-2027/ KDY/ Pr No S0237/27 Renovation works to Gandhinagar Mavelithara road ward- 56-ward- 5,6-General Civil Work
2026_LSGD_873859_11
T3/AE/LSGD/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
O/o Assistant Engineer, LSGD Section, Kadukutty GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,185
Yes
₹13,406
Yes
29 Sept 2026
29 Sept 2026
9 Oct 2026
29 Sept 2026
7 Oct 2026
29 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Re-Tarring | |||||
| 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. | 145 | sqm | - | - |
| 1.002 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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. | 14 | cum | - | - |
| 1.003 | OD66330/2026-2027:Construction of granular sub-base by providing local material spreading in uniform layers
spreading in layers, leveling the top at site and consolidation by ramming, etc complete for
improving the CBR value of subgrade | 5.6 | cum | - | - |
| 1.004 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 993.6 | sqm | - | - |
| 1.005 | 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) | 993.6 | sqm | - | - |
| 1.006 | 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) | 2.1 | cum | - | - |
| 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) | 4.2 | cum | - | - |
| 1.008 | OD66331/2026-2027:Engaging Man Coolie | 4 | Day | - | - |
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