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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.8 LAccepted-AOC KOLLAM KOLLAM KERALA 673585 | KOZHIKODE | KERALA | 673585 | ₹6.8 L | L1 | Accepted-AOC work cancelled by governing body narikkuni panchayath |
| 2 | L2₹7.6 L+₹80,996 (11.9%)Rejected-Finance | ₹7.6 L+₹80,996 (11.9%) | L2 | Rejected-Finance HIGH BID |
| Sl No | Description | Qty | Unit | RITHU M.V L1 | MUHAMMEDALI JAEFAR L2 |
|---|---|---|---|---|---|
| 1.00STADIUM GATE | |||||
| 1.00 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | 0.48 | cum | 2,084.35 ₹1,000.49 Lowest | 2,334 ₹1,120.32 |
| 1.00 | 15.19:Dismantling steel work manually / by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per directions of Engineer -in-Charge. | 61.93 | kg | 3.27 ₹202.51 Lowest | 3.66 ₹226.66 |
| 1.00 | 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 | 13 | cum | 294.96 ₹3,834.48 Lowest | 330 ₹4,290 |
| 1.00 | 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 50 m and lift up to 1.5 m. | 13 | cum | 261.13 ₹3,394.69 Lowest | 292 ₹3,796 |
| 1.00 | 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) | 0.52 | cum | 6,504.67 ₹3,382.43 Lowest | 7,286 ₹3,788.72 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 10.5 | sqm | 316.63 ₹3,324.62 Lowest | 354 ₹3,717 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 11.3 | sqm | 625.53 ₹7,068.49 Lowest | 700 ₹7,910 |
| 1.01 | 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) | 4.01 | cum | 8,600.39 ₹34,470.36 Lowest | 9,634 ₹38,613.07 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 1.68 | sqm | 826.97 ₹1,389.31 Lowest | 926 ₹1,555.68 |
Tender Value
₹7.6 L
EMD Value
₹19,107
Closing Date
9 Mar 2026, 6:00 pmClosed
AE,LSGD
AE,LSGD
PROJECT NO.322-EMS MINI STADIUM MAINTENCE (GATE CONTRUCTION)
2026_LSGD_842499_2
AE/NRKI/21/25-26
Open Tender
Civil Works - Others
Item Rate
180 days
narikkuni
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,685
Yes
₹19,107
Yes
17 Aug 2026
2 Mar 2026
11 Mar 2026
2 Mar 2026
9 Mar 2026
2 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1STADIUM GATE | |||||
| 1.001 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | - | cum | - | - |
| 1.002 | 15.19:Dismantling steel work manually / by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per directions of Engineer -in-Charge. | 1 | kg | - | - |
| 1.003 | 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 | - | cum | - | - |
| 1.004 | 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 50 m and lift up to 1.5 m. | - | cum | - | - |
| 1.005 | 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) | - | cum | - | - |
| 1.006 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
| 1.007 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | sqm | - | - |
| 1.008 | 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) | - | cum | - | - |
| 1.009 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 1 | sqm | - | - |
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