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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.0 LAccepted-AOC | ₹19.0 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L5 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L6 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | Bansylal L5 | WILSON V L3 | VINU R L4 | ALEN MATHEW L1 | Sujith L6 | VISHNU V L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Building maintenance | |||||||||
| 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)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 5.19 | cum | 9,240 ₹47,955.6 | 8,579.29 ₹44,526.52 | 9,000 ₹46,710 | 8,000 ₹41,520 Lowest | 9,051 ₹46,974.69 | 8,441.68 ₹43,812.32 |
| 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 | 646.46 | kg | 179 ₹1,15,717.06 | 173.75 ₹1,12,323.12 | 175 ₹1,13,131.2 | 155 ₹1,00,201.92 Lowest | 183 ₹1,18,302.91 | 170.96 ₹1,10,519.49 |
| 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 | 507.28 | kg | 205 ₹1,03,991.58 | 214.51 ₹1,08,815.77 | 220 ₹1,11,600.72 | 200 ₹1,01,455.2 Lowest | 225 ₹1,14,137.1 | 211.07 ₹1,07,070.75 |
| 1.00 | OD365742/2025-2026:Providing and fixing percolated galvanized iron PUF sheet (size shape and pitch of corrugation as approved by engineer in charge) 0.20 mm (+0.55%) total coated thickness with zinc coating 120 gms per sqm as per IS:277,in 240 mpa Steel grade 5-7 microns epoxy primer on both sides of the sheet and polyster 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 up to 12 m or as desired by decide by engineer incharge. The sheet shall be fixed using self drilling or self tapping screws of size (5.5× 5.5 mm) with the EPDM seal, complete upto any pitch in horizontal or vertical or curved surfaces, excluding the cost of , purlins,rafters and trusses and including cutting to size and shape wherever required. | 200.7 | sqm | 1,192.04 ₹2,39,242.43 | 1,200.18 ₹2,40,876.13 | 1,200 ₹2,40,840 | 1,292.04 ₹2,59,312.43 | 1,250 ₹2,50,875 | 1,180.92 ₹2,37,010.64 Lowest |
| 1.00 | OD180160/2025-2026:Providing and fixing aluminum ridge cover 0.45mm or nearest thickness .The ridge shall be fixed using self drilling tapping screws of size (5.5*55mm)with EPDM seal etc. complete. | 22.3 | metre | 1,749.72 ₹39,018.76 | 1,625.31 ₹36,244.41 | 1,600 ₹35,680 | 1,500 ₹33,450 Lowest | 1,714 ₹38,222.2 | 1,599.24 ₹35,663.05 |
| 1.01 | OD180159/2025-2026:Providing and fixing unplasticised rigid half split PVC rainwater pipes conforming to IS ;13592 Type A including jointing with seal ring conforming to IS;5382 using as rain water gutter,(i)single socket pipe 110 mm dia | 44 | metre | 1,700 ₹74,800 | 1,685.82 ₹74,176.08 | 1,750 ₹77,000 | 1,500 ₹66,000 Lowest | 1,775 ₹78,100 | 1,658.78 ₹72,986.32 |
| 1.01 | 15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | 13.5 | cum | 2,129.84 ₹28,752.84 | 1,978.41 ₹26,708.54 | 2,050 ₹27,675 | 1,500 ₹20,250 Lowest | 1,800 ₹24,300 | 1,946.67 ₹26,280.05 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 18 | sqm | 762.88 ₹13,731.84 | 708.64 ₹12,755.52 | 762 ₹13,716 | 662.88 ₹11,931.84 Lowest | 725 ₹13,050 | 697.27 ₹12,550.86 |
| 1.01 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 4.5 | cum | 9,450 ₹42,525 | 9,255.49 ₹41,649.71 | 2,087 ₹9,391.5 Lowest | 9,800 ₹44,100 | 9,850 ₹44,325 | 9,107.03 ₹40,981.64 |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
9 Feb 2026, 5:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
LSGD OFFICE
Fresh Tender GENERAL 2025 26 ALAPPUZHA JILLA PANCHAYATH MUTHUKULAM DIVISION ARATTUPUZHA GRAMAPANCHAYATH RENOVATION OF MANGALAM GOVT HSS General Civil Work
2026_LSGD_831452_27
JP/JAN/FRESH/LIDEW/ALPY/25-26
Open Tender
Civil Works - Buildings
Item Rate
180 days
ALAPPUZHA DP
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
17 Mar 2026
30 Jan 2026
11 Feb 2026
30 Jan 2026
9 Feb 2026
30 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Building maintenance | |||||
| 1.001 | 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) | 5.19 | cum | - | - |
| 1.002 | 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 | 646.46 | kg | - | - |
| 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 | 507.28 | kg | - | - |
| 1.004 | OD365742/2025-2026:Providing and fixing percolated galvanized iron PUF sheet (size shape and pitch of corrugation as approved by engineer in charge) 0.20 mm (+0.55%) total coated thickness with zinc coating 120 gms per sqm as per IS:277,in 240 mpa Steel grade 5-7 microns epoxy primer on both sides of the sheet and polyster 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 up to 12 m or as desired by decide by engineer incharge. The sheet shall be fixed using self drilling or self tapping screws of size (5.5× 5.5 mm) with the EPDM seal, complete upto any pitch in horizontal or vertical or curved surfaces, excluding the cost of , purlins,rafters and trusses and including cutting to size and shape wherever required. | 200.7 | sqm | - | - |
| 1.005 | OD180160/2025-2026:Providing and fixing aluminum ridge cover 0.45mm or nearest thickness .The ridge shall be fixed using self drilling tapping screws of size (5.5*55mm)with EPDM seal etc. complete. | 22.3 | metre | - | - |
| 1.006 | OD180159/2025-2026:Providing and fixing unplasticised rigid half split PVC rainwater pipes conforming to IS ;13592 Type A including jointing with seal ring conforming to IS;5382 using as rain water gutter,(i)single socket pipe 110 mm dia | 44 | metre | - | - |
| 1.007 | 15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | 13.5 | cum | - | - |
| 1.008 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 18 | sqm | - | - |
| 1.009 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 4.5 | cum | - | - |
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