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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.0 LAccepted-AOC | ₹32.0 L | L1 | Accepted-AOC lowest |
| 2 | L2₹33.1 LRejected-AOC | ₹33.1 L | L2 | Rejected-AOC second |
| Sl No | Description | Qty | Unit | SIJENDRA INNOTECH SOLUTIONS L2 | Thiruvananthapuram Allied Labour Contract Organisation L1 |
|---|---|---|---|---|---|
| 1.00Waiting shed RCC | |||||
| 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 | 54.64 | cum | 229.53 ₹12,541.98 | 326.72 ₹17,852.63 |
| 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) | 16.62 | cum | 7,067 ₹1,17,467.67 | 7,209 ₹1,19,828 |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 62.27 | sqm | 9,880 ₹6,15,247.36 | 367.09 ₹22,859.43 |
| 1.00 | 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) | 20 | cum | 8,364.2 ₹1,67,309.09 | 9,542.41 ₹1,90,876.83 |
| 1.00 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 65.3 | sqm | 898.57 ₹58,673.03 | 958.8 ₹62,605.8 |
| 1.01 | 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) | 4.25 | cum | 10,185 ₹43,286.25 | 11,619.76 ₹49,383.98 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 116.97 | sqm | 669 ₹78,254.94 | 725.25 ₹84,834.67 |
| 1.01 | 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). | 12.84 | cum | 13,442 ₹1,72,528.07 | 12,779.04 ₹1,64,018.98 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 54.52 | sqm | 856 ₹46,665.7 | 874.51 ₹47,674.79 |
Tender Value
₹35.7 L
EMD Value
₹50,000
Closing Date
23 May 2026, 3:00 pmClosed
Executive Engineer
District Panchayath Pattom,Thiruvananthapuram
RetenderLAC-ADS-2025-26 - Construction of bus waiting shed at various places in Nedumangad Constituency -Nedumangad BP-General Civil Work
2026_LSGD_851073_4
03/EE/LSGD/TVM/2026-27
Open Tender
Civil Works - Buildings
180 days
Pattom
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
8 Jun 2026
15 May 2026
26 May 2026
15 May 2026
23 May 2026
15 May 2026
15 May 2026 - 23 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Waiting shed RCC | |||||
| 1.001 | 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 | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 0.8 | sqm | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 0.4 | sqm | - | - |
| 1.006 | 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) | - | cum | - | - |
| 1.007 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 0.2 | sqm | - | - |
| 1.008 | 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). | - | cum | - | - |
| 1.009 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 1 | sqm | - | - |
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