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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.1 LAdmitted-Finance | ₹39.1 L | L1 | Admitted-Finance |
| 2 | L2₹39.4 L+₹28,340.82 (0.72%)Admitted-Finance KARALIKKATTIL HOUSE WANDOOR | WANDOOR | MALAPPURAM | KERALA | ₹39.4 L+₹28,340.82 (0.72%) | L2 | Admitted-Finance |
| 3 | L3₹39.6 L+₹47,758.59 (1.22%)Admitted-Finance | ₹39.6 L+₹47,758.59 (1.22%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Rajeshkumar L1 | Noorul Hassan K T L2 | Saidalavi K L3 |
|---|---|---|---|---|---|---|
| 1.00Construction of Class rooms | ||||||
| 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 | 104 | cum | 236.63 ₹24,609.52 Lowest | 236.63 ₹24,609.52 Lowest | 240 ₹24,960 |
| 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 | 173.56 | cum | 330.41 ₹57,344.64 Lowest | 330.41 ₹57,344.64 Lowest | 330.41 ₹57,344.64 Lowest |
| 1.03 | 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) | 28.06 | cum | 7,286.51 ₹2,04,474.04 Lowest | 7,286.51 ₹2,04,474.04 Lowest | 7,286.51 ₹2,04,474.04 Lowest |
| 1.04 | 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) | 56.58 | cum | 9,634.13 ₹5,45,099.08 Lowest | 9,634.13 ₹5,45,099.08 Lowest | 9,634.13 ₹5,45,099.08 Lowest |
| 1.05 | 5.2.2 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 9.39 | cum | 11,731.49 ₹1,10,205.62 Lowest | 11,731.49 ₹1,10,205.62 Lowest | 11,731.49 ₹1,10,205.62 Lowest |
| 1.06 | 5.3 Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 47.83 | cum | 12,346.86 ₹5,90,525.62 Lowest | 12,346.86 ₹5,90,525.62 Lowest | 12,346.86 ₹5,90,525.62 Lowest |
| 1.07 | 4.2.3 Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1.92 | cum | 10,798.65 ₹20,776.6 Lowest | 10,798.65 ₹20,776.6 Lowest | 10,798.65 ₹20,776.6 Lowest |
| 1.08 | 5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 89.33 | sqm | 354.69 ₹31,682.68 Lowest | 354.69 ₹31,682.68 Lowest | 354.69 ₹31,682.68 Lowest |
| 1.09 | 5.9.6 Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 149.44 | sqm | 926.37 ₹1,38,436.73 Lowest | 926.37 ₹1,38,436.73 Lowest | 926.37 ₹1,38,436.73 Lowest |
Tender Value
₹48 L
Closing Date
30 Jun 2026, 5:00 pmClosed
Baiju T.P
Forest Industries Travancore Limited
Construction of Class room
2026_FITL_857166_1
FIT/CP-23/2026-27
Open Tender
Civil Works - Others
Item Rate
365 days
Amarambalam GP
Refer Tender Document
8 documents required · 8 mandatory
₹2,950
Exempted
Forest Industries Travancore Limited
6 Jul 2026
22 Jun 2026
1 Jul 2026
22 Jun 2026
30 Jun 2026
22 Jun 2026
22 Jun 2026 - 24 Jun 2026
26 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of Class rooms | |||||
| 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 | - | cum | - | - |
| 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 | 173.56 | cum | - | - |
| 1.03 | 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) | 28.06 | cum | - | - |
| 1.04 | 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) | 56.58 | cum | - | - |
| 1.05 | 5.2.2 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 9.39 | cum | - | - |
| 1.06 | 5.3 Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 47.83 | cum | - | - |
| 1.07 | 4.2.3 Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1.92 | cum | - | - |
| 1.08 | 5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 89.33 | sqm | - | - |
| 1.09 | 5.9.6 Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 149.44 | sqm | - | - |
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