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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.2 LAccepted-AOC | L1 | Accepted-AOC AGREEMENT EXECUTED | |
| 2 | Rejected-Technical PALAKKAD | KERALA | 678001 | - | Rejected-Technical L2 | |
| 3 | Rejected-Technical NOT AVAILABLE | - | Rejected-Technical L8 | |
| 4 | Rejected-Technical | - | Rejected-Technical L3 | |
| 5 | Rejected-Technical | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | P H Ilyas L6 | Joby Abraham L4 | JIMS K A L3 | Cods Constructions L8 | SHAJAHAN.P.K L1 | Aji Paul L2 | SREERAM K NANDAN L5 | NAVAS KM L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Vadakara LP school building | |||||||||||
| 1.00 | 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 | 96 | sqm | 18 ₹1,728 | 10 ₹960 Lowest | 18 ₹1,728 | 16.89 ₹1,621.44 | 17.19 ₹1,650.24 | 16.17 ₹1,552.32 | 18.19 ₹1,746.24 | 16.73 ₹1,606.08 |
| 1.00 | 15.7.3:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In lime mortar | 16.38 | cum | 880 ₹14,414.4 | 500 ₹8,190 Lowest | 850 ₹13,923 | 817.76 ₹13,394.91 | 775 ₹12,694.5 | 782.55 ₹12,818.17 | 880 ₹14,414.4 | 809.84 ₹13,265.18 |
| 1.00 | 15.9.1: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 Lime Mortar | 19.12 | cum | 1,197 ₹22,892.63 | 1,000 ₹19,125 Lowest | 1,000 ₹19,125 Lowest | 1,112.32 ₹21,273.12 | 1,053.36 ₹20,145.51 | 1,064.43 ₹20,357.22 | 1,000 ₹19,125 Lowest | 1,101.54 ₹21,066.95 |
| 1.00 | 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 | 37.5 | cum | 257 ₹9,637.5 | 200 ₹7,500 Lowest | 250 ₹9,375 | 239.33 ₹8,974.88 | 226.72 ₹8,502 | 229.03 ₹8,588.63 | 257 ₹9,637.5 | 237.02 ₹8,888.25 |
| 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 | 61.11 | cum | 250 ₹15,277.5 | 200 ₹12,222 Lowest | 350 ₹21,388.5 | 334.17 ₹20,421.13 | 316.55 ₹19,344.37 | 319.79 ₹19,542.37 | 320 ₹19,555.2 | 330.94 ₹20,223.74 |
| 1.01 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 7.43 | cum | 131 ₹973.07 | 100 ₹742.8 Lowest | 130 ₹965.64 | 121.71 ₹904.06 | 115.67 ₹859.2 | 116.48 ₹865.21 | 130 ₹965.64 | 120.54 ₹895.37 |
| 1.01 | 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) | 14.88 | cum | 7,200 ₹1,07,136 | 7,500 ₹1,11,600 | 7,000 ₹1,04,160 | 7,369.65 ₹1,09,660.39 | 6,973.02 ₹1,03,758.54 | 7,052.34 ₹1,04,938.82 | 6,800 ₹1,01,184 Lowest | 7,298.26 ₹1,08,598.11 |
| 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 | 68.16 | sqm | 350 ₹23,856 | 325 ₹22,152 Lowest | 355 ₹24,196.8 | 358.74 ₹24,451.72 | 339.43 ₹23,135.55 | 343.3 ₹23,399.33 | 350 ₹23,856 | 355.27 ₹24,215.2 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 207.36 | sqm | 870 ₹1,80,403.2 | 1,000 ₹2,07,360 | 900 ₹1,86,624 | 936.94 ₹1,94,283.88 | 883.55 ₹1,83,212.93 | 896.6 ₹1,85,918.98 | 750 ₹1,55,520 Lowest | 927.87 ₹1,92,403.12 |
Tender Value
₹53.7 L
EMD Value
₹50,000
Closing Date
18 Sept 2026, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
O/o the Executive Engineer, LSGD Division, Kakkanad, Ernakulam.
Refer Tender Document
2026_LSGD_868591_1
ET25/MLA-ADS/EE/LSGD/26-27
Open Tender
Civil Works - Others
Item Rate
545 days
KAKKANAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
5 Nov 2026
9 Sept 2026
22 Sept 2026
9 Sept 2026
18 Sept 2026
9 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Vadakara LP school building | |||||
| 1.001 | 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 | 96 | sqm | - | - |
| 1.002 | 15.7.3:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In lime mortar | 16.38 | cum | - | - |
| 1.003 | 15.9.1: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 Lime Mortar | 19.13 | cum | - | - |
| 1.004 | 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 | 37.5 | cum | - | - |
| 1.005 | 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 | 61.11 | cum | - | - |
| 1.006 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 7.43 | cum | - | - |
| 1.007 | 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) | 14.88 | cum | - | - |
| 1.008 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 68.16 | sqm | - | - |
| 1.009 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 207.36 | sqm | - | - |
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