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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹66.8 LAccepted-AOC | L1 | Accepted-AOC Being L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical Technically qualified it is rejected being L5 | |
| 3 | Rejected-Technical | - | Rejected-Technical Technically qualified it is rejected being L8 | |
| 4 | Rejected-Technical | - | Rejected-Technical Technically qualified it is rejected being L7 | |
| 5 | Rejected-Technical AMARAVILA KERALA | THIRUVANANTHAPURAM | KERALA | 695001 | - | Rejected-Technical Technically qualified it is rejected being L6 |
| Sl No | Description | Qty | Unit | Christudas L5 | Y SANTHOSHKUMAR L4 | S SASIDHARAN L9 | NISHITHA A S L3 | DEVAPRASAD G P L8 | Habeeb Muhammed B L7 | MANU S S L6 | SIJENDRA INNOTECH SOLUTIONS L10 | S AMBROSE AND CO L2 | SAJEEV MATHAI L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Detailed estimate | |||||||||||||
| 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 | 293.27 | cum | 220.66 ₹64,712.3 | 219.9 ₹64,489.41 | 236.23 ₹69,278.46 | 219.9 ₹64,488.61 | 224 ₹65,691.81 | 169 ₹49,562.12 | 222.23 ₹65,172.73 | 138 ₹40,470.85 Lowest | 219.9 ₹64,489.41 | 218.58 ₹64,102.3 |
| 1.00 | 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 | 83.12 | cum | 112.22 ₹9,328.18 | 111.83 ₹9,295.76 | 120.14 ₹9,986.52 | 111.83 ₹9,295.89 | 113 ₹9,393.01 | 215.48 ₹17,911.56 | 112.38 ₹9,341.48 | 110 ₹9,143.64 Lowest | 111.83 ₹9,295.76 | 111.16 ₹9,240.06 |
| 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) | 33.29 | cum | 6,794.68 ₹2,26,208.49 | 6,771.17 ₹2,25,425.79 | 7,273.93 ₹2,42,163.68 | 6,771.17 ₹2,25,425.64 | 6,893 ₹2,29,481.76 | 6,168.5 ₹2,05,361.7 Lowest | 6,852.1 ₹2,28,120.11 | 6,440 ₹2,14,400.48 | 6,771.17 ₹2,25,425.79 | 6,730.62 ₹2,24,075.8 |
| 1.00 | 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. | 322.45 | cum | 272.78 ₹87,958.46 | 271.83 ₹87,652.13 | 292 ₹94,155.98 | 271.83 ₹87,653.5 | 277 ₹89,319.2 | 211.25 ₹68,117.99 Lowest | 274.62 ₹88,551.77 | 268 ₹86,417.14 | 271.83 ₹87,652.13 | 270.21 ₹87,129.75 |
| 1.00 | OD124218/2025-2026: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 as per 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 as per IS: 9103 to accelerate, retard setting of concrete, improve workability without imparing strenght and durability as per direction of Engineer in charge. All work up to plinth level | 79.71 | cum | 9,327.13 ₹7,43,437.55 | 9,294.85 ₹7,40,864.61 | 9,985 ₹7,95,874.4 | 9,294.85 ₹7,40,864.82 | 9,462 ₹7,54,187.63 | 10,140 ₹8,08,228.98 | 9,405.69 ₹7,49,699.33 | 6,358 ₹5,06,777.11 Lowest | 9,294.85 ₹7,40,864.61 | 9,239.19 ₹7,36,428.12 |
| 1.01 | OD124219/2025-2026: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 | 72.1 | cum | 11,069.71 ₹7,98,115.02 | 11,031.4 ₹7,95,352.91 | 11,850.5 ₹8,54,409.2 | 11,031.4 ₹7,95,353.06 | 11,230 ₹8,09,671.77 | 10,562.5 ₹7,61,545.69 | 11,163.29 ₹8,04,862.05 | 7,040 ₹5,07,576.96 Lowest | 11,031.4 ₹7,95,352.91 | 10,965.35 ₹7,90,590.77 |
| 1.01 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.58 | cum | 7,910.8 ₹4,556.62 | 7,883.42 ₹4,540.85 | 8,468.75 ₹4,878 | 7,883.42 ₹4,540.85 | 8,025 ₹4,622.4 | 9,295 ₹5,353.92 | 7,977.64 ₹4,595.12 | 8,685 ₹5,002.56 | 7,883.42 ₹4,540.85 | 7,836.21 ₹4,513.66 Lowest |
| 1.01 | 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) | 3.3 | cum | 9,498.63 ₹31,345.48 | 9,465.75 ₹31,236.98 | 10,168.6 ₹33,556.38 | 9,465.75 ₹31,236.98 | 9,636 ₹31,798.8 | 8,027.5 ₹26,490.75 Lowest | 9,578.92 ₹31,610.44 | 9,371 ₹30,924.3 | 9,465.75 ₹31,236.98 | 9,409.07 ₹31,049.93 |
| 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 | 121.56 | sqm | 330.75 ₹40,205.97 | 329.61 ₹40,067.39 | 354 ₹43,032.24 | 329.61 ₹40,067.14 | 335 ₹40,722.6 | 346.45 ₹42,114.46 | 332.93 ₹40,470.97 | 9,089 ₹11,04,858.84 | 329.61 ₹40,067.39 | 327.63 ₹39,826.7 Lowest |
Tender Value
₹80.5 L
EMD Value
₹50,000
Closing Date
15 Jul 2026, 2:00 pmClosed
Executive Engineer
PWD Buildings Division Thiruvananthapuram
General- Construction of New Building for Govt LPS Parassala Civil work
2026_PWD_859411_1
TR/15387/2025_5_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
365 days
Thiruvananthapuram
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
3 Oct 2026
6 Jul 2026
17 Jul 2026
6 Jul 2026
15 Jul 2026
6 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Detailed estimate | |||||
| 1.001 | 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 | 0.8 | cum | - | - |
| 1.002 | 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 | 0.6 | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 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. | 0.8 | cum | - | - |
| 1.005 | OD124218/2025-2026: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 as per 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 as per IS: 9103 to accelerate, retard setting of concrete, improve workability without imparing strenght and durability as per direction of Engineer in charge. All work up to plinth level | 0.8 | cum | - | - |
| 1.006 | OD124219/2025-2026: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 | 0.6 | cum | - | - |
| 1.007 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.008 | 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 | - | - |
| 1.009 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
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