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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.9 LAccepted-AOC | ₹15.9 L | L1 | Accepted-AOC L1 Accepted for further proceedings |
| 2 | L2₹16.6 LRejected-Finance | ₹16.6 L | L2 | Rejected-Finance L2 |
| 3 | L3₹18.3 LRejected-Finance | ₹18.3 L | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | K. HUSSAIN L3 | K. Abdul Rahim L1 | P. MOHAMMED L2 |
|---|---|---|---|---|---|---|
| 1.00Civil works | ||||||
| 1.01 | 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 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 75.08 | cum | 436.63 ₹32,782.18 | 236.63 ₹17,766.18 | 436.63 ₹32,782.18 |
| 1.02 | 2.9.1
Excavation work 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 soils as directed, within a lead of 50 m.Ordinary rock | 26.73 | cum | 602.98 ₹16,117.66 | 602.98 ₹16,117.66 | 602.98 ₹16,117.66 |
| 1.03 | 4.1.6
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 40 mm nominal size derived from natural sources) | 32.61 | cum | 7,683.01 ₹2.5 L | 7,683.01 ₹2.5 L | 7,683.01 ₹2.5 L |
| 1.04 | 4.1.5
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 82.18 | cum | 9,870.91 ₹8.1 L | 7,870.91 ₹6.5 L | 7,870.91 ₹6.5 L |
| 1.05 | 4.3.1
Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 284.5 | sqm | 554.69 ₹1.6 L | 354.69 ₹1.0 L | 554.69 ₹1.6 L |
| 1.06 | 4.3.2 Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 79.2 | sqm | 771.19 ₹61,078.25 | 771.19 ₹61,078.25 | 771.19 ₹61,078.25 |
| 1.07 | 60.6
PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. | 70 | metre | 112.86 ₹7,900.20 | 112.86 ₹7,900.20 | 112.86 ₹7,900.20 |
| 1.08 | 5.22.6
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 1,534.3 | kilo gram | 103.26 ₹1.6 L | 103.26 ₹1.6 L | 103.26 ₹1.6 L |
| 1.09 | 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 | 102 | sqm | 32.41 ₹3,305.82 | 32.41 ₹3,305.82 | 32.41 ₹3,305.82 |
Tender Value
₹15.9 L
EMD Value
₹39,773
Closing Date
14 Nov 2025, 6:00 pmClosed
Sr. Manager
STEEL INDUSTRIALS KERALA LTD.ATHANI P.O,THRISSUR- 680 581
GENERAL-Malappuram District Panchayath- Project No.135-26 Comprehensive Development of Mundummalkunnu SC Nagar - Moorkkanadu Grama Panchayath.-General Civil Work
2025_SILK_820269_1
SILK/FUO/TD/2025-26/53
Open Tender
Miscellaneous Works
360 days
Moorkkanadu
As per the tender documents
6 documents required · 6 mandatory
₹2,950
₹39,773
Yes
3 Jun 2026
7 Nov 2025
15 Nov 2025
7 Nov 2025
14 Nov 2025
7 Nov 2025
7 Nov 2025 - 14 Nov 2025
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