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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹68.4 LAccepted-AOC | L1 | Accepted-AOC Being L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical Technically qualified it is cancelled being L4 | |
| 3 | Rejected-Technical | - | Rejected-Technical Technically qualified it is rejected being L5 | |
| 4 | Rejected-Technical APRA A 20 DEVIKRIPA MARUTHOORKADAVU KALADY KARAMANA P O | - | Rejected-Technical Technically qualified it is cancelled being L2 | |
| 5 | Rejected-Technical KERALA KL | ERNAKULAM | KERALA | 680667 | - | Rejected-Technical Technically qualified it is rejected being L3 |
| Sl No | Description | Qty | Unit | RAJAN. S L1 | Y SANTHOSHKUMAR L6 | SAMRIDHI STRUCTURES L2 | SANTHOSHKUMAR R S L3 | MUHAMMED FAYAS E L5 | Joy.T L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Detailed estimate | |||||||||
| 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 | 93.21 | cum | 301.53 ₹28,105.61 | 323.59 ₹30,161.82 | 250 ₹23,302.5 Lowest | 317.34 ₹29,579.26 | 323 ₹30,106.83 | 319.92 ₹29,819.74 |
| 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) | 21.79 | cum | 6,649.52 ₹1,44,859.79 | 7,136.08 ₹1,55,459.5 | 5,700 ₹1,24,174.5 Lowest | 6,998.22 ₹1,52,456.22 | 7,136 ₹1,55,457.76 | 7,054.99 ₹1,53,692.96 |
| 1.00 | 4.2.5: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:1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 20 mm nominal size derived from natural sources) | 1.17 | cum | 9,295.7 ₹10,875.97 | 9,975.88 ₹11,671.78 | 8,500 ₹9,945 Lowest | 9,783.16 ₹11,446.3 | 9,975 ₹11,670.75 | 9,862.52 ₹11,539.15 |
| 1.00 | 5.33.1.1:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement
All work upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum | 41.88 | cum | 9,127.88 ₹3,82,275.61 Lowest | 9,795.77 ₹4,10,246.85 | 9,900 ₹4,14,612 | 9,606.53 ₹4,02,321.48 | 9,795 ₹4,10,214.6 | 9,684.46 ₹4,05,585.18 |
| 1.00 | OD119819/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content asper approved design mix , including pumping of concrete to site of laying but excluding the cost of centering , shuttering , finishing and reinforcement , including admixtures in recommended proportions asper IS: 9103 to accelerate , retard setting of concrete , improve workability without impairing strength and durability asper direction of Engineer - in -charge. All work above plinth level up to floor level | 91.06 | cum | 10,833.23 ₹9,86,430.59 Lowest | 11,625.91 ₹10,58,608.86 | 12,000 ₹10,92,672 | 11,401.31 ₹10,38,157.68 | 11,600 ₹10,56,249.6 | 11,493.8 ₹10,46,579.45 |
| 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 | 86.22 | sqm | 323.68 ₹27,907.69 Lowest | 347.37 ₹29,950.24 | 340 ₹29,314.8 | 340.66 ₹29,371.71 | 347 ₹29,918.34 | 343.42 ₹29,609.67 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 364.09 | sqm | 805.73 ₹2,93,356.62 Lowest | 864.69 ₹3,14,823.25 | 860 ₹3,13,115.68 | 847.98 ₹3,08,739.34 | 864 ₹3,14,572.03 | 854.86 ₹3,11,244.27 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 1,803.64 | sqm | 639.46 ₹11,53,355.63 Lowest | 686.26 ₹12,37,765.99 | 680 ₹12,26,475.2 | 673 ₹12,13,849.72 | 686 ₹12,37,297.04 | 678.46 ₹12,23,697.59 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 196.99 | sqm | 845.38 ₹1,66,533.1 Lowest | 907.24 ₹1,78,719.02 | 900 ₹1,77,292.8 | 889.71 ₹1,75,265.75 | 907 ₹1,78,671.74 | 896.94 ₹1,76,690 |
Tender Value
₹83.5 L
EMD Value
₹50,000
Closing Date
16 Mar 2026, 5:00 pmClosed
Executive Engineer
PWD Buildings Division Thiruvananthapuram
General-Construction of School building for Government Town L.P School Neyyattikara Civil work
2026_PWD_845174_1
TR/15151/2025_5_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
240 days
Thiruvananthapuram
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
10 Jun 2026
7 Mar 2026
19 Mar 2026
7 Mar 2026
16 Mar 2026
7 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Detailed estimate | |||||
| 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 | 1 | 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) | - | cum | - | - |
| 1.003 | 4.2.5: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:1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 1.004 | 5.33.1.1:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement
All work upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum | - | cum | - | - |
| 1.005 | OD119819/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content asper approved design mix , including pumping of concrete to site of laying but excluding the cost of centering , shuttering , finishing and reinforcement , including admixtures in recommended proportions asper IS: 9103 to accelerate , retard setting of concrete , improve workability without impairing strength and durability asper direction of Engineer - in -charge. All work above plinth level up to floor level | 0.4 | 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 | 1 | sqm | - | - |
| 1.007 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 0.2 | sqm | - | - |
| 1.008 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | sqm | - | - |
| 1.009 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 0.8 | sqm | - | - |
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