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| Sl No | Description | Qty | Unit | JENSON L1 | JOSE K C L2 |
|---|---|---|---|---|---|
| 1.00Helipad | |||||
| 1.00 | 2.7.1:Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock | 222.4 | cum | 517 ₹1,14,980.8 Lowest | 546 ₹1,21,430.4 |
| 1.00 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | 36 | cum | 729 ₹26,244 Lowest | 769 ₹27,684 |
| 1.00 | 16.1:Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. | 144 | sqm | 226.37 ₹32,597.28 Lowest | 239 ₹34,416 |
| 1.00 | OD20351/2025-2026: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 adequate compaction to achieve the desired density complete as per clause 401.4 as per technical specification clause 408.
(ii) Using gravel mix soil | 21.6 | cum | 1,598.87 ₹34,535.59 Lowest | 1,687 ₹36,439.2 |
| 1.00 | OD20347/2025-2026:Supplying and laying interlocking cement concrete paver block tiles 80mm or nearest size
thickness, minimum strength M40 (conforming to IS 15658:2006, for Medium traffic low
volume roads) including providing a layer of 6mm aggregate for 5 cm thickness, then laying
interlock CC paver block tiles in lines and levels as per the directions of the departmental
officers at site, inclusive of all cost and conveyance charges etc, complete. (MoRTH 55.23
modified) | 144 | sqm | 1,131.84 ₹1,62,984.96 Lowest | 1,195 ₹1,72,080 |
| 1.01 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | 1.44 | cum | 9,235 ₹13,298.4 Lowest | 9,744 ₹14,031.36 |
| 1.01 | OD35443/2025-2026:Hire charges for Hydraulic Excavator | 24 | hour | 1,468 ₹35,232 Lowest | 1,548 ₹37,152 |
| 1.01 | OD35492/2025-2026:
Suppling and fixing granite name board | 1 | no | 3,000 ₹3,000 Lowest | 3,250 ₹3,250 |
Tender Value
₹4.2 L
EMD Value
₹10,577
Closing Date
10 Jul 2025, 6:00 pmClosed
AE LSGD section Elavally GP
Office of the AE LSGD section Elavally GP
Annual Plan 2024 25 Project No 50 CONSTRUCTION OF HELIPAD Elavally G P
2025_LSGD_770396_4
E 02(2)/AE/LID EW/ELY/2025 26
Open Tender
Civil Works - Others
Item Rate
240 days
Elavally GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,577
Yes
14 Nov 2025
21 Jun 2025
14 Jul 2025
21 Jun 2025
10 Jul 2025
21 Jun 2025
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