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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Technically Qualified |
| 2 | Accepted-Technical KUNNAPALLI H NELKALA ROAD ANAMGOOR KASARGOD | ANAMGOOR | KASARGOD | KERALA | Accepted-Technical Technically Qualified |
Tender Value
₹77.9 L
EMD Value
₹50,000
Closing Date
6 Jul 2026, 4:00 pmClosed
Manager (PED)
STEEL INDUSTRIALS KERALA LTD. ATHANI P.O THRISSUR- 680 581
Construction/ Renovation Projects under PM-USHA District Level Gender Inclusion and Equity Initiative (GIEI) Scheme at Pazhassiraja College Pulpally Establishment of a Women Empowerment Hub
2026_SILK_835608_5
SILK/PED/S-204/2025-26/3341
Open Tender
Miscellaneous Works
Item Rate
90 days
Pulpally
As per the tender documents
6 documents required · 6 mandatory
₹2,950
₹50,000
Yes
9 Jul 2026
29 Jun 2026
7 Jul 2026
29 Jun 2026
6 Jul 2026
29 Jun 2026
29 Jun 2026 - 6 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Civil works | |||||
| 1.01 | 2.31
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | - | sqm | - | - |
| 1.02 | 2.6.1
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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-charge.All kinds of soil | - | cum | - | - |
| 2Construction of New building | |||||
| 2.01 | 2.8.1
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 0.2 | cum | - | - |
| 2.02 | 4.1.8
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 2.03 | 5.1.2
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 2.04 | 5.9.1
Centering and shuttering including strutting, etc. and removal of form
for:Foundations, footings, bases of columns, etc for mass concrete | 1 | sqm | - | - |
| 2.05 | 50.6.1.4
Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | 1 | cum | - | - |
| 2.06 | 2.25
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead up to 50m and lift up to 1.5 m. | - | cum | - | - |
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