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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹83,844.58Accepted-AOC | ₹83,844.58 | l1 | Accepted-AOC lowest |
| Sl No | Description | Qty | Unit | SUNIL BHASKAR L1 |
|---|---|---|---|---|
| 1.00toilet maintenance | ||||
| 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 | 0.75 | cum | 359 ₹269.97 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) | 0.25 | cum | 7,932 ₹1,975.07 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)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.27 | cum | 9,235 ₹2,493.45 Lowest |
| 1.00 | 50.6.1.4: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 foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | 0.32 | cum | 6,457 ₹2,053.33 Lowest |
| 1.00 | OD476629/2025-2026:filling with Construction of material obtained from borrow pits ( excluding rocks ) and lead up to 50m and lift up to 1.50m modified 50.2.26.1 | 2.21 | cum | 813 ₹1,793.48 Lowest |
| 1.01 | 10.25.1:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In stringers, treads,landings etc. of stair cases, including use of chequered plate wherever required, all complete | 247 | kg | 128 ₹31,616 Lowest |
| 1.01 | 50.17.1.4:Supplying and fixing CP Health faucet good quality including cost of materials and labour charges etc. complete as per the direction of site engineer-in-charge. | 1 | no | 758.5 ₹758.5 Lowest |
| 1.01 | 50.18.9.2.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints as per direction of Engineer in Charge.20 mm dia 12 Kgf/cm2 | 20 | metre | 224.5 ₹4,490 Lowest |
| 1.01 | 17.7.7:Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Flat back wash basin size 450x300 mm with single 15 mm C.P. brass pillar tap | 2 | each | 1,653 ₹3,306 Lowest |
Tender Value
₹83,944
EMD Value
₹2,099
Closing Date
11 Jun 2026, 5:00 pmClosed
George Thomas Chirayil
Office of the Assistant Engineer, LIDEW Section, Chettikulangara Grama Panchayat
Retnder-FHC DISABLED TOILET COMPLETION -FHC DISABLED TOILET COMPLETION in Chettikulangara GP proj no 329
2026_LSGD_854078_2
01/202627/AE/LIDEW/CHTGP/1 PHASE
Open Tender
Civil Works - Buildings
Item Rate
180 days
Chettikulangara GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹2,099
Yes
23 Jul 2026
4 Jun 2026
15 Jun 2026
4 Jun 2026
11 Jun 2026
4 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1toilet maintenance | |||||
| 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 | - | 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) | - | cum | - | - |
| 1.003 | 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) | - | cum | - | - |
| 1.004 | 50.6.1.4: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 foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | - | cum | - | - |
| 1.005 | OD476629/2025-2026:filling with Construction of material obtained from borrow pits ( excluding rocks ) and lead up to 50m and lift up to 1.50m modified 50.2.26.1 | 1 | cum | - | - |
| 1.006 | 10.25.1:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In stringers, treads,landings etc. of stair cases, including use of chequered plate wherever required, all complete | - | kg | - | - |
| 1.007 | 50.17.1.4:Supplying and fixing CP Health faucet good quality including cost of materials and labour charges etc. complete as per the direction of site engineer-in-charge. | - | no | - | - |
| 1.008 | 50.18.9.2.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints as per direction of Engineer in Charge.20 mm dia 12 Kgf/cm2 | - | metre | - | - |
| 1.009 | 17.7.7:Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Flat back wash basin size 450x300 mm with single 15 mm C.P. brass pillar tap | - | each | - | - |
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