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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAccepted-AOC | L1 | Accepted-AOC lowest | |
| 2 | L2₹4.2 L+₹16,519.01 (4.06%)Rejected-AOC | L2 | Rejected-AOC second lowest | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical CORPORATION OF THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | 695001 | - | Rejected-Technical L6 | |
| 5 | Rejected-Technical | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | AKHIL RAJ S J L3 | REJI C L5 | JINU.V L4 | GOPAKUMAR K L6 | Bijin J L2 | RAJAN I L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Maintenance OP Block | |||||||||
| 1.00 | 16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | 4 | sqm | 95.87 ₹383.48 | 97.42 ₹389.68 | 97.4 ₹389.6 | 104 ₹416 | 92.16 ₹368.64 | 88.56 ₹354.24 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 | 3.2 | cum | 257.18 ₹822.98 | 261.34 ₹836.29 | 261 ₹835.2 | 280 ₹896 | 247.24 ₹791.17 | 237.58 ₹760.26 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 : 8 graded stone aggregate 40 nominal size) | 0.4 | cum | 5,901.69 ₹2,360.68 | 5,997.09 ₹2,398.84 | 5,996 ₹2,398.4 | 6,426 ₹2,570.4 | 5,673.39 ₹2,269.36 | 5,451.9 ₹2,180.76 Lowest |
| 1.00 | 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) : 4 graded stone aggregate 20 mm nominal size) | 1.6 | cum | 6,920.08 ₹11,072.13 | 7,031.95 ₹11,251.12 | 7,030 ₹11,248 | 7,535 ₹12,056 | 6,652.38 ₹10,643.81 | 6,392.68 ₹10,228.29 Lowest |
| 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 | 706.8 | kg | 131.94 ₹93,255.19 | 134.07 ₹94,760.68 | 134 ₹94,711.2 | 143 ₹1,01,072.4 | 126.83 ₹89,643.44 | 121.88 ₹86,144.78 Lowest |
| 1.01 | 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 | 373.45 | kg | 164.44 ₹61,410.12 | 167.1 ₹62,403.5 | 167 ₹62,366.15 | 179 ₹66,847.55 | 158.08 ₹59,034.98 | 151.91 ₹56,730.79 Lowest |
| 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. | 351.09 | sqm | 639.72 ₹2,24,599.29 | 650.06 ₹2,28,229.57 | 650 ₹2,28,208.5 | 696 ₹2,44,358.64 | 614.98 ₹2,15,913.33 | 590.97 ₹2,07,483.66 Lowest |
| 1.01 | 13.52.1:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work | 100 | sqm | 193.43 ₹19,343 | 196.56 ₹19,656 | 196 ₹19,600 | 210 ₹21,000 | 185.95 ₹18,595 | 178.69 ₹17,869 Lowest |
| 1.01 | 16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. | 30.75 | sqm | 875.99 ₹26,936.69 | 890.16 ₹27,372.42 | 889 ₹27,336.75 | 950 ₹29,212.5 | 842.11 ₹25,894.88 | 809.23 ₹24,883.82 Lowest |
Tender Value
₹5.1 L
EMD Value
₹12,707
Closing Date
16 Jun 2025, 5:00 pmClosed
Executive Engineer
Executive Engineer Thiruvananthapuram District Panchayath
Building
2025_LSGD_768224_6
2/HD/AEE/LSGD/TVM/2025-26
Open Tender
Civil Works - Buildings
Item Rate
150 days
Thiruvananthapuram
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,125
Yes
₹12,707
Yes
19 Aug 2025
6 Jun 2025
18 Jun 2025
6 Jun 2025
16 Jun 2025
6 Jun 2025
Amount
Maintenance OP Block
16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
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
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 : 8 graded stone aggregate 40 nominal size)
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) : 4 graded stone aggregate 20 mm nominal size)
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
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
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.
13.52.1:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work
16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
Bijin J (BID ID -2226089)
AKHIL RAJ S J (BID ID -2225911)
JINU.V (BID ID -2225594)
REJI C (BID ID -2226167)
GOPAKUMAR K (BID ID -2223813)
Bidder Name
RAJAN I
REJI C
AKHIL RAJ S J
Bijin J
JINU.V
GOPAKUMAR K
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