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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical THOTTASSERI HOUSE ALIPPARAMBA POST MALAPPURAM 679357 | MALAPPURAM | MALAPPURAM | KERALA | 679357 | Accepted-Technical Technically Qualified |
| 2 | Accepted-Technical | Accepted-Technical Technically Qualified |
| 3 | Accepted-Technical | Accepted-Technical Technically Qualified |
Tender Value
₹79.3 L
EMD Value
₹50,000
Closing Date
26 Sept 2026, 5:00 pmClosed
Manager (PED)
STEEL INDUSTRIALS KERALA LTD.ATHANI P.O,THRISSUR- 680 581
SC Development- Ambedkar Grama Vikasana Pathathi 2025-26 - Pakanji in Tarur Constituency, Palakkad
2026_SILK_870512_1
SILK/PED/S-068/2026-27/1428
Open Tender
Miscellaneous Works
Item Rate
300 days
Palakkad
As per the tender documents
6 documents required · 6 mandatory
₹2,950
₹50,000
Yes
1 Oct 2026
16 Sept 2026
28 Sept 2026
16 Sept 2026
26 Sept 2026
16 Sept 2026
16 Sept 2026 - 26 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1COMMUNITTY HALL | |||||
| 1.01 | 2.28.1 Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil | 385.6 | sqm | - | - |
| 1.02 | 2.7.3 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.Hard rock (blasting prohibited) | 27.54 | cum | - | - |
| 1.03 | 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 | 5.37 | cum | - | - |
| 1.04 | 60.5.3 DOWEL BARS - Supplying and Providing MS dowel bars of size 25 mm dia of 2.0m long (1m in rock and 1m in concrete ) including drilling holes of 30mm dia and filling
the gap with cement grout( 0.50kg/each) etc complete | 644.8 | each | - | - |
| 1.05 | 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 up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 40.68 | cum | - | - |
| 1.06 | 5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete Net Total 188.540sqm @386.16/sqm | 188.54 | sqm | - | - |
| 1.07 | 5.9.3 Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 38.5 | sqm | - | - |
| 1.08 | 5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 40.08 | sqm | - | - |
| 1.09 | 5.9.6 Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 78.4 | sqm | - | - |
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