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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.8 LAdmitted-Fee/PreQual/Technical/Finance | ₹13.8 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹15.2 L+₹1.5 L (10.7%)Admitted-Fee/PreQual/Technical/Finance THRISSUR THRISSUR KERALA 680582 | THRISSUR | KERALA | 680582 | ₹15.2 L+₹1.5 L (10.7%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹15.3 L+₹1.5 L (10.8%)Admitted-Fee/PreQual/Technical/Finance THIRUVILWAMALA PO THRISSUR PIN 680588 | THRISSUR | THRISSUR | KERALA | 680588 | ₹15.3 L+₹1.5 L (10.8%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹15.5 L+₹1.7 L (12.7%)Admitted-Fee/PreQual/Technical/Finance | ₹15.5 L+₹1.7 L (12.7%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | AYUB.K.M L4 | KK.ABBAS L3 | DINAKARAN.K L1 | SAJAYAKUMAR.M.S L2 |
|---|---|---|---|---|---|---|---|
| 1.00Hospital toilet block maintenance 7 water tank roofing | |||||||
| 1.00 | 24.2:Providing and fixing double scaffolding system (Cup lock type ) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40 mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and / or pointing and / or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-Charge. Note: - ( 1) The evaluational area of the scaffolding shall be measured for payment purpose, (2) The payment will be made once only for execution of all items of such works. | 7.2 | sqm | 328 ₹2,361.6 | 321.99 ₹2,318.33 | 290.54 ₹2,091.89 Lowest | 321.59 ₹2,315.45 |
| 1.00 | 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 | 6.34 | cum | 1,955 ₹12,404.48 | 1,918.98 ₹12,175.93 | 1,731.55 ₹10,986.68 Lowest | 1,916.64 ₹12,161.08 |
| 1.00 | OD115373/2026-2027:DISMANTLING DR - Dismantling,clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris with in a distance of 150m. | 4.92 | cum | 695 ₹3,420.79 | 682.52 ₹3,359.36 | 615.86 ₹3,031.26 Lowest | 681.69 ₹3,355.28 |
| 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 | 22.26 | cum | 330 ₹7,346.79 | 324.1 ₹7,215.44 | 292.45 ₹6,510.81 Lowest | 323.71 ₹7,206.76 |
| 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) | 1.21 | cum | 7,282 ₹8,803.94 | 7,147.53 ₹8,641.36 | 6,449.43 ₹7,797.36 Lowest | 7,138.8 ₹8,630.81 |
| 1.01 | OD109185/2026-2027: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 the direction of Departmental officer at site | 18.1 | cum | 3,665 ₹66,340.17 | 3,598.1 ₹65,129.21 | 3,246.68 ₹58,768.15 Lowest | 3,593.71 ₹65,049.74 |
| 1.01 | OD125623/2026-2027:60.7.1 MODIFIED DEPARTMENTAL 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 | 2.95 | cum | 1,575 ₹4,650.98 | 1,546 ₹4,565.34 | 1,395.01 ₹4,119.46 Lowest | 1,544.12 ₹4,559.79 |
| 1.01 | 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) | 2.81 | cum | 7,659 ₹21,521.79 | 7,517.48 ₹21,124.12 | 6,783.25 ₹19,060.93 Lowest | 7,508.3 ₹21,098.32 |
| 1.01 | 5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 3.21 | cum | 9,628 ₹30,867.37 | 9,450.38 ₹30,297.92 | 8,527.37 ₹27,338.75 Lowest | 9,438.84 ₹30,260.92 |
Tender Value
₹16.9 L
EMD Value
₹42,363
Closing Date
17 Aug 2026, 6:00 pmClosed
AEE Pazhayannur BP
Office of the Assistant Executive Engineer, LSGD Sub Division, Pazhayannur Block Panchayath
Annual Plan- 2026-27- Arranging Essential Facilities at Thiruvilwamala FHC, Pro.No. 92/27- PZR BP-General Civil Work
2026_LSGD_864829_1
TN-05/PZR/2026-27
Open Tender
Civil Works - Buildings
Item Rate
Thiruvilwamala GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹42,363
Yes
7 Sept 2026
10 Aug 2026
19 Aug 2026
10 Aug 2026
17 Aug 2026
10 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Hospital toilet block maintenance 7 water tank roofing | |||||
| 1.001 | 24.2:Providing and fixing double scaffolding system (Cup lock type ) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40 mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and / or pointing and / or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-Charge. Note: - ( 1) The evaluational area of the scaffolding shall be measured for payment purpose, (2) The payment will be made once only for execution of all items of such works. | - | sqm | - | - |
| 1.002 | 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 | 1 | cum | - | - |
| 1.003 | OD115373/2026-2027:DISMANTLING DR - Dismantling,clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris with in a distance of 150m. | 1 | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 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 | - | - |
| 1.006 | OD109185/2026-2027: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 the direction of Departmental officer at site | 1 | cum | - | - |
| 1.007 | OD125623/2026-2027:60.7.1 MODIFIED DEPARTMENTAL 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 | 1 | cum | - | - |
| 1.008 | 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 | - | - |
| 1.009 | 5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
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