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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.1 Cr+₹1.1 L (0.99%)Admitted-Finance | ₹1.1 Cr+₹1.1 L (0.99%) | L2 | Admitted-Finance |
| 3 | L3₹1.2 Cr+₹1.4 L (1.19%)Admitted-Finance | ₹1.2 Cr+₹1.4 L (1.19%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | AAYKAYCONSTRUCTIONS L1 | NIHAS EM L3 | BUILD OWN ASSOCIATES L2 |
|---|---|---|---|---|---|---|
| 1.00Civil 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 | 955.41 | Sqm | 18 ₹17,197.45 Lowest | 20 ₹19,108.28 | 20 ₹19,108.28 |
| 1.02 | 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 | 184.04 | Cum | 350 ₹64,413.65 Lowest | 375 ₹69,014.63 | 360 ₹66,254.04 |
| 1.03 | 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. | 157.42 | Cum | 310 ₹48,800.51 Lowest | 320 ₹50,374.72 | 315 ₹49,587.62 |
| 1.04 | 50.2.25.1 Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge | 86.26 | Cum | 725 ₹62,539.95 | 720 ₹62,108.64 Lowest | 750 ₹64,696.5 |
| 1.05 | 2.35.3.1 Diluting and injecting chemical emulsion for POST -CONSTRUCTIONAL antitermite treatment (excluding the cost of chemical emulsion): Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1:2 (1 cement : 2 coarse sand) to match the existing floor:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | 418.3 | Sqm | 320 ₹1,33,856 Lowest | 335 ₹1,40,130.5 | 325 ₹1,35,947.5 |
| 1.06 | 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 | 15.02 | Cum | 7,900 ₹1,18,634.3 Lowest | 8,100 ₹1,21,637.7 | 8,000 ₹1,20,136 |
| 1.07 | 5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 66.12 | Sqm | 385 ₹25,456.2 Lowest | 410 ₹27,109.2 | 400 ₹26,448 |
| 1.08 | 5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 455.86 | Sqm | 760 ₹3,46,453.6 Lowest | 770 ₹3,51,012.2 | 775 ₹3,53,291.5 |
| 1.09 | 5.9.6 Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 275.04 | Sqm | 1,000 ₹2,75,040 Lowest | 1,000 ₹2,75,040 Lowest | 1,000 ₹2,75,040 Lowest |
Tender Value
₹1.4 Cr
Closing Date
21 May 2026, 5:00 pmClosed
Baiju T.P
Forest Industries Travancore Limited
Construction of Building
2026_FITL_850624_1
FIT/CP-04/2026-27
Open Tender
Civil Works - Others
Item Rate
365 days
Elavancherry GP
Refer Tender Document
8 documents required · 8 mandatory
₹5,900
Exempted
Forest Industries Travancore Limited
25 May 2026
13 May 2026
22 May 2026
13 May 2026
21 May 2026
13 May 2026
13 May 2026 - 15 May 2026
16 May 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 | 0.6 | Sqm | - | - |
| 1.02 | 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 | 0.6 | Cum | - | - |
| 1.03 | 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. | 0.4 | Cum | - | - |
| 1.04 | 50.2.25.1 Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge | 0.8 | Cum | - | - |
| 1.05 | 2.35.3.1 Diluting and injecting chemical emulsion for POST -CONSTRUCTIONAL antitermite treatment (excluding the cost of chemical emulsion): Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1:2 (1 cement : 2 coarse sand) to match the existing floor:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | - | Sqm | - | - |
| 1.06 | 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 | - | - |
| 1.07 | 5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | Sqm | - | - |
| 1.08 | 5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | Sqm | - | - |
| 1.09 | 5.9.6 Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | - | Sqm | - | - |
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