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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAccepted-AOC | ₹3.3 L | L1 | Accepted-AOC Agreement executed on 26/05/2026 |
| 2 | L2₹3.3 LRejected-AOC FATHIMAM MAIVALLY HOUSE CHANNANKARA KANIYAPURAM TVPM | KANIYAPURAM | THIRUVANANTHAPURAM | KERALA | ₹3.3 L | L2 | Rejected-AOC Higher rate and hence not admitted |
| 3 | L3₹3.5 LRejected-Finance | ₹3.5 L | L3 | Rejected-Finance High quoted rate |
| 4 | L4₹3.6 LRejected-Finance CHANDRAVILASAM PANACHIKKADU P O KOTTAYAM | KOTTAYAM | KOTTAYAM | KERALA | ₹3.6 L | L4 | Rejected-Finance High quoted rate |
| 5 | L5₹3.6 LRejected-Finance | ₹3.6 L | L5 | Rejected-Finance High quoted rate |
| Sl No | Description | Qty | Unit | Shajudeen L2 | SURESH L4 | SHINE MM L3 | SHANMUGHAN R S L5 | P GIREESAN L1 | JINESH S L8 | Renjith s L7 | ANU S L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00estimate | |||||||||||
| 1.00 | OD4527/2026-2027: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)-using dept stone | 12.6 | cum | 4,526 ₹57,027.60 | 4,894.45 ₹61,670.07 | 5,600 ₹70,560 | 5,000 ₹63,000 | 4,543.66 ₹57,250.12 | 5,488.6 ₹69,156.36 | 5,092.52 ₹64,165.75 | 4,973.68 ₹62,668.37 |
| 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) | 2.52 | cum | 6,582 ₹16,586.64 | 7,377.5 ₹18,591.30 | 6,000 ₹15,120 | 8,000 ₹20,160 | 6,848.71 ₹17,258.75 | 8,273.03 ₹20,848.04 | 7,676.01 ₹19,343.55 | 7,496.9 ₹18,892.19 |
| 1.00 | 50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete | 605.18 | kg | 188 ₹1.1 L | 204.19 ₹1.2 L | 200 ₹1.2 L | 190 ₹1.1 L | 189.56 ₹1.1 L | 228.98 ₹1.4 L | 212.45 ₹1.3 L | 207.49 ₹1.3 L |
| 1.00 | 50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete | 200 | kg | 152 ₹30,400 | 165.39 ₹33,078 | 160 ₹32,000 | 185 ₹37,000 | 153.53 ₹30,706 | 185.46 ₹37,092 | 172.08 ₹34,416 | 168.06 ₹33,612 |
| 1.00 | 13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing | 50.4 | sqm | 389 ₹19,605.60 | 354.1 ₹17,846.64 | 300 ₹15,120 | 350 ₹17,640 | 328.72 ₹16,567.49 | 397.09 ₹20,013.34 | 368.43 ₹18,568.87 | 359.83 ₹18,135.43 |
| 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) | 3.89 | cum | 7,552 ₹29,362.18 | 8,166.65 ₹31,751.94 | 9,000 ₹34,992 | 9,000 ₹34,992 | 7,581.3 ₹29,476.09 | 9,157.98 ₹35,606.23 | 8,497.1 ₹33,036.72 | 8,298.83 ₹32,265.85 |
| 1.01 | 12.50:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | 60 | sqm | 688 ₹41,280 | 744.64 ₹44,678.40 | 725 ₹43,500 | 800 ₹48,000 | 691.27 ₹41,476.20 | 835 ₹50,100 | 774.77 ₹46,486.20 | 756.69 ₹45,401.40 |
| 1.01 | OD4471/2026-2027:Supplying nd fixing 150 mm PVC rain water gutter rectangular section including fittings at 1 meter intervel etc complete | 40 | metre | 388 ₹15,520 | 420.53 ₹16,821.20 | 350 ₹14,000 | 400 ₹16,000 | 390.39 ₹15,615.60 | 471.58 ₹18,863.20 | 437.54 ₹17,501.60 | 427.33 ₹17,093.20 |
| 1.01 | 12.51.1:Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screwscomplete :Ridges plain (500-600 mm) | 20 | metre | 461 ₹9,220 | 499.62 ₹9,992.40 | 350 ₹7,000 | 450 ₹9,000 | 463.81 ₹9,276.20 | 560.27 ₹11,205.40 | 519.84 ₹10,396.80 | 507.71 ₹10,154.20 |
Tender Value
₹4.1 L
EMD Value
₹10,347
Closing Date
12 May 2026, 6:00 pmClosed
Superintending Engineer
O/o Office of the Superintending Engineer, LSGD SE - Thiruvananthapuram Corporation
GENERAL-Construction of sheet roofing work in playground and compound wall work at UPS poojapura-2026-2027-General Civil Work
2026_LSGD_849305_6
DB/62983/2026-27(3)
Open Tender
Civil Works - Buildings
30 days
Thiruvananthapuram Corporation
Please refer Tender documents.
8 documents required · 8 mandatory
₹915
Yes
₹10,347
Yes
18 Jun 2026
6 May 2026
13 May 2026
6 May 2026
12 May 2026
6 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1estimate | ||||||
| 1.001 | OD4527/2026-2027: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)-using dept stone | 1 | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 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) | - | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete | 0.6 | kg | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete | - | kg | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing | 1 | sqm | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | 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) | 1 | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | 12.50:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | - | sqm | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | OD4471/2026-2027:Supplying nd fixing 150 mm PVC rain water gutter rectangular section including fittings at 1 meter intervel etc complete | - | metre | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | 12.51.1:Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screwscomplete :Ridges plain (500-600 mm) | - | metre | - | - | BI01010001010000000000000515BI0100001122 |
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