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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.0 LAccepted-Finance | L1 | Accepted-Finance L1 so accepted | |
| 2 | L2₹7.0 L+₹4,511.77 (0.65%)Rejected-Finance PETTAB WARD REPAIRING OF DAMAGED ROAD S POTHOLE RECTIFICATION ATTUKAL PANGALA RELATED WORKS | L2 | Rejected-Finance L2 so rejected | |
| 3 | L3₹7.0 L+₹5,385.06 (0.77%)Rejected-Finance | L3 | Rejected-Finance L3 so rejected | |
| 4 | L4₹7.3 L+₹28,785.10 (4.12%)Rejected-Finance | L4 | Rejected-Finance L4 so rejected | |
| 5 | L5₹8.2 L+₹1.2 L (17.7%)Rejected-Finance | L5 | Rejected-Finance L5 so rejected |
| Sl No | Description | Qty | Unit | PRAVEEN M L4 | Krishnakumar.S.R L5 | G PRADEEP L3 | Ajikumar. S L2 | RAJITH S S L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00Construction Of Open Auditorium | ||||||||
| 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 | 14.8 | cum | 350 ₹5,178.6 | 348.41 ₹5,155.07 | 298.29 ₹4,413.5 | 297.92 ₹4,408.02 | 296.01 ₹4,379.76 Lowest |
| 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 | cum | 6,500 ₹1,04,000 Lowest | 7,683.44 ₹1,22,935.04 | 6,578.17 ₹1,05,250.72 | 6,570.05 ₹1,05,120.8 | 6,527.89 ₹1,04,446.24 |
| 1.00 | OD189160/2026-2027:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site.Spec derived from 60.7.1 | 19.73 | cum | 3,500 ₹69,048 | 3,867.89 ₹76,305.73 | 3,311.49 ₹65,329.07 | 3,307.4 ₹65,248.39 | 3,286.18 ₹64,829.76 Lowest |
| 1.00 | 7.1.1: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) | 27.9 | cum | 6,800 ₹1,89,699.6 Lowest | 8,081.13 ₹2,25,439.28 | 6,918.64 ₹1,93,009.3 | 6,910.11 ₹1,92,771.34 | 6,865.76 ₹1,91,534.11 |
| 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 | 16.8 | sqm | 350 ₹5,880 | 374.01 ₹6,283.37 | 320.21 ₹5,379.53 | 319.81 ₹5,372.81 | 317.77 ₹5,338.54 Lowest |
| 1.01 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge | 60.16 | cum | 500 ₹30,081.5 Lowest | 706.44 ₹42,501.55 | 604.82 ₹36,387.79 | 604.07 ₹36,342.66 | 600.2 ₹36,109.83 |
| 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) | 3.78 | cum | 12,000 ₹45,360 | 12,370.56 ₹46,760.72 | 10,591.04 ₹40,034.13 | 10,577.98 ₹39,984.76 | 10,510.09 ₹39,728.14 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 | 396.9 | kilogram | 98 ₹38,896.2 | 108.88 ₹43,214.47 | 93.22 ₹36,999.02 | 93.1 ₹36,951.39 | 92.51 ₹36,717.22 Lowest |
| 1.01 | 11.16.1:Precast terrazo tiles 22 mm thick with graded marble chips of size upto 12mm, laid in floors, and landings, jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand) :Light shade pigment using white cement | 160 | sqm | 1,500 ₹2,40,000 | 1,590.99 ₹2,54,558.4 | 1,362.13 ₹2,17,940.8 | 1,360.44 ₹2,17,670.4 | 1,351.72 ₹2,16,275.2 Lowest |
Tender Value
₹8.7 L
EMD Value
₹21,719
Closing Date
30 Oct 2026, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Biju D
O/o EE, TMC
Annual Plan-706/26-27-Maintenance of Transferred Institution- Govt LPS Chenkottukonam
2026_LSGD_880861_1
06/E16/EEN/5397741/2026
Open Tender
Civil Works - Buildings
Item Rate
180 days
Thiruvananthapuram Corporation
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,920
Yes
₹21,719
Yes
1 Nov 2026
22 Oct 2026
31 Oct 2026
22 Oct 2026
30 Oct 2026
22 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction Of Open Auditorium | |||||
| 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 | 14.8 | 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) | 16 | cum | - | - |
| 1.003 | OD189160/2026-2027:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site.Spec derived from 60.7.1 | 19.73 | cum | - | - |
| 1.004 | 7.1.1: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) | 27.9 | 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 | 16.8 | sqm | - | - |
| 1.006 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge | 60.16 | cum | - | - |
| 1.007 | 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) | 3.78 | cum | - | - |
| 1.008 | 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 | 396.9 | kilogram | - | - |
| 1.009 | 11.16.1:Precast terrazo tiles 22 mm thick with graded marble chips of size upto 12mm, laid in floors, and landings, jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand) :Light shade pigment using white cement | 160 | sqm | - | - |
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