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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹6.9 LAccepted-AOC | l1 | Accepted-AOC l1 | |
| 2 | l2₹7.4 L+₹51,486.51 (7.49%)Rejected-AOC | l2 | Rejected-AOC l2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | TONY K LAL L1 | R BIJUKUMAR L2 | Habeeb Muhammed B L3 |
|---|---|---|---|---|---|---|
| 1.00Maintenance | ||||||
| 1.00 | OD526950/2025-2026:Supplying laying and erecting pre cast CC ring of 1.20m dia. in well including all charges as per the direction of engineer in charge | 28 | each | 1,300 ₹36,400 | 1,294.92 ₹36,257.76 | 475 ₹13,300 Lowest |
| 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 | 17.42 | cum | 350 ₹6,095.6 | 320.65 ₹5,584.44 Lowest | 334 ₹5,816.94 |
| 1.00 | 51.2.3:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 1.31 | cum | 1 ₹1.31 Lowest | 793.89 ₹1,042.38 | 827 ₹1,085.85 |
| 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) | 4.05 | cum | 7,000 ₹28,329 Lowest | 7,071.2 ₹28,617.15 | 7,363 ₹29,798.06 |
| 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 | 12.16 | sqm | 350 ₹4,256 | 344.21 ₹4,185.59 Lowest | 358 ₹4,353.28 |
| 1.01 | 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) | 1.58 | cum | 9,000 ₹14,211 Lowest | 9,349.46 ₹14,762.8 | 9,735 ₹15,371.57 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 6.72 | sqm | 700 ₹4,704 Lowest | 899 ₹6,041.28 | 936 ₹6,289.92 |
| 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) | 0.34 | cum | 9,000 ₹3,024 Lowest | 11,384.84 ₹3,825.31 | 11,855 ₹3,983.28 |
| 1.01 | 50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 3.36 | cum | 7,000 ₹23,520 | 6,425.11 ₹21,588.37 Lowest | 8,506 ₹28,580.16 |
Tender Value
₹8.5 L
EMD Value
₹21,185
Closing Date
15 May 2026, 6:00 pmClosed
Executive Engineer
Executive Engineer
Pro no 1829 26 Maintenance of Transferred Institutions Govt UPS Chakka Chakka ward Maintenance
2026_LSGD_849681_1
EE(C)/PLANFUND TENDER/2026-27 (1)
Open Tender
Civil Works - Buildings
Item Rate
180 days
Thiruvananthapuram
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,870
Yes
₹21,185
Yes
20 Jun 2026
8 May 2026
16 May 2026
8 May 2026
15 May 2026
8 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Maintenance | |||||
| 1.001 | OD526950/2025-2026:Supplying laying and erecting pre cast CC ring of 1.20m dia. in well including all charges as per the direction of engineer in charge | - | each | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 51.2.3:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 1 | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 1 | sqm | - | - |
| 1.008 | 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 | - | - |
| 1.009 | 50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 1 | cum | - | - |
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