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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.4 LAccepted-AOC | L1 | Accepted-AOC The selected contractor has executed agreement | |
| 2 | L2₹5.5 L+₹4,509.98 (0.83%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹5.7 L+₹27,780.71 (5.13%)Rejected-Finance ADATTU VEEDU MANNADI P O KADAMPANADU PATHANAMTHITTA | L3 | Rejected-Finance L3 | |
| 4 | L4₹6.3 L+₹84,640.05 (15.6%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹6.5 L+₹1.1 L (19.5%)Rejected-Finance | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | VISHNU R P L1 | JITHU V S L5 | S AMBROSE AND CO L4 | RENJITH R L3 | GIREESH R V L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00Reconstruction of compound wall | ||||||||
| 1.00 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | 46.8 | cum | 2,100 ₹98,280 | 2,109.87 ₹98,741.92 | 2,373 ₹1,11,056.4 | 2,182 ₹1,02,117.6 | 2,094.38 ₹98,016.98 Lowest |
| 1.00 | OD38121/2026-2027:Random rubble masonry with hard stone in foundation and plinth in cement mortar 1:6 (1 cement : 6 coarse sand) | 15.21 | cum | 6,000 ₹91,260 Lowest | 7,654.32 ₹1,16,422.21 | 7,155 ₹1,08,827.55 | 6,462 ₹98,287.02 | 6,200.76 ₹94,313.56 |
| 1.00 | OD38122/2026-2027:Departmental Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 10.14 | cum | 3,500 ₹35,490 Lowest | 5,432.1 ₹55,081.49 | 5,090 ₹51,612.6 | 4,599 ₹46,633.86 | 4,413.58 ₹44,753.7 |
| 1.00 | OD38191/2026-2027:Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, in Cement mortar 1:6 (1 cement : 6 coarse sand) | 20.39 | cum | 6,500 ₹1,32,502.5 Lowest | 9,432.19 ₹1,92,275.19 | 9,000 ₹1,83,465 | 8,142 ₹1,65,974.67 | 7,813.57 ₹1,59,279.62 |
| 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) | 7.08 | cum | 11,000 ₹77,880 | 10,715.86 ₹75,868.29 | 9,970 ₹70,587.6 | 9,005 ₹63,755.4 | 8,641.82 ₹61,184.09 Lowest |
| 1.01 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 778.8 | kilogram | 105 ₹81,774 | 113.92 ₹88,720.9 | 105 ₹81,774 | 97 ₹75,543.6 | 92.63 ₹72,140.24 Lowest |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 12.6 | sqm | 650 ₹8,190 | 775.84 ₹9,775.58 | 725 ₹9,135 | 654 ₹8,240.4 | 628.55 ₹7,919.73 Lowest |
| 1.01 | 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 | 9.83 | cum | 290 ₹2,850.12 Lowest | 365.72 ₹3,594.3 | 340 ₹3,341.52 | 308 ₹3,027.02 | 296.38 ₹2,912.82 |
| 1.01 | 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. | 15.12 | cum | 250 ₹3,780 Lowest | 322.55 ₹4,876.96 | 300 ₹4,536 | 273 ₹4,127.76 | 262.39 ₹3,967.34 |
Tender Value
₹6.8 L
EMD Value
₹16,948
Closing Date
4 Jul 2026, 11:00 amClosed
Assistant Executive Engineer
O/o the Assistant Executive Engineer, PWD Buildings Sub division, PMG, Thiruvananthapuram.
DEPOSIT-Mental Health Center-Peroorkada compound wall-ward 28-Reconstruction of damaged compound wall near ward 28-General Civil Work
2026_PWD_856951_1
PWD/BLDG/TR/7369/2026_23_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
90 days
Thiruvananthapuram
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,495
Yes
₹16,948
Yes
4 Aug 2026
20 Jun 2026
6 Jul 2026
20 Jun 2026
4 Jul 2026
20 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Reconstruction of compound wall | |||||
| 1.001 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | 1 | cum | - | - |
| 1.002 | OD38121/2026-2027:Random rubble masonry with hard stone in foundation and plinth in cement mortar 1:6 (1 cement : 6 coarse sand) | - | cum | - | - |
| 1.003 | OD38122/2026-2027:Departmental Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | - | cum | - | - |
| 1.004 | OD38191/2026-2027:Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, in Cement mortar 1:6 (1 cement : 6 coarse sand) | - | cum | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 1 | kilogram | - | - |
| 1.007 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 1 | sqm | - | - |
| 1.008 | 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 | - | - |
| 1.009 | 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. | 1 | cum | - | - |
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