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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.1 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹24.1 L+₹2.0 L (9.08%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹24.7 L+₹2.5 L (11.5%)Rejected-AOC NOT AVAILABLE | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | SHAJI K P L1 | MANOJKUMAR M R L3 | ANOOP JOHN L2 |
|---|---|---|---|---|---|---|
| 1.00pond rennovation | ||||||
| 1.00 | OD483507/2025-2026:60.2.2 Bailing out water using 5HP Pump-Bailing out water with 5HP engine and pump set including conveyance to site and erection cost of fuel, lubrication, cost of fuel lubrication oil and other stores, pay of staff etc complete | 51 | hour | 396.57 ₹20,225.07 Lowest | 442.16 ₹22,550.16 | 432.58 ₹22,061.58 |
| 1.00 | OD498718/2025-2026:Desitiliting thodu using hydraulic excovator (clraring debrits and slit from thodu)depositing at bank dressing etc complte | 216 | cum | 106.05 ₹22,906.8 Lowest | 118.24 ₹25,539.84 | 115.68 ₹24,986.88 |
| 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 | 103.38 | cum | 312.96 ₹32,355.06 Lowest | 348.93 ₹36,073.78 | 341.37 ₹35,292.2 |
| 1.00 | OD483504/2025-2026:Dry rubble masonry -dry rubble without concrete leveling course masonry with good quality blasted rubble includiding packing to compactness to lines and levels cost and conveyance of materials labour charges etc complete as per direction of departmental officers at site | 403.16 | cum | 3,474.31 ₹14,00,699.35 Lowest | 3,873.66 ₹15,61,700.89 | 3,789.79 ₹15,27,887.95 |
| 1.00 | OD483509/2025-2026:Random rubble masonry in Cement mortar 1:6 (1 cement : 6 coarse sand) with hard
stone in foundation and plinth as per direction of engineer incharge at site. Modified 7.1.1 | 14.16 | cum | 5,848.49 ₹82,814.62 Lowest | 6,520.73 ₹92,333.54 | 6,379.56 ₹90,334.57 |
| 1.01 | OD483510/2025-2026:Ring Bund Type II putting up ring bund with earth filling gunny bags of top width 1m bottom width 2m height 2m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantlingthe bund after completion of work etc to complete | 10 | metre | 1,229.09 ₹12,290.9 Lowest | 1,370.37 ₹13,703.7 | 1,340.7 ₹13,407 |
| 1.01 | OD483512/2025-2026:DR with Departmental stone -DRY RUBBLE MASONRY-Dry rubble without concrete leveling course using departmental rubble including packing to compactness to lines and levels labour charges etc.complete as per direction of Departmentals offisers at site | 76.65 | cum | 1,492.82 ₹1,14,429.13 Lowest | 1,664.4 ₹1,27,581.25 | 1,628.37 ₹1,24,819.45 |
| 1.01 | OD483513/2025-2026:60.7.3. DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | 95.82 | cum | 659.04 ₹63,146.58 Lowest | 734.79 ₹70,404.64 | 718.89 ₹68,881.16 |
| 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) | 3.9 | cum | 8,035.29 ₹31,337.63 Lowest | 8,958.89 ₹34,939.67 | 8,764.94 ₹34,183.27 |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
7 Mar 2026, 6:00 pmClosed
AE
MULAMTHURUTHY GP
PLESE REFER NIT
2026_LSGD_842065_4
14/AEM/LID-EW/2025-2026
Open Tender
Civil Works - Water Works
Item Rate
MULAMTHURUTHY GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
17 Mar 2026
28 Feb 2026
9 Mar 2026
28 Feb 2026
7 Mar 2026
28 Feb 2026
pond rennovation
OD483507/2025-2026:60.2.2 Bailing out water using 5HP Pump-Bailing out water with 5HP engine and pump set including conveyance to site and erection cost of fuel, lubrication, cost of fuel lubrication oil and other stores, pay of staff etc complete
OD498718/2025-2026:Desitiliting thodu using hydraulic excovator (clraring debrits and slit from thodu)depositing at bank dressing etc complte
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
OD483504/2025-2026:Dry rubble masonry -dry rubble without concrete leveling course masonry with good quality blasted rubble includiding packing to compactness to lines and levels cost and conveyance of materials labour charges etc complete as per direction of departmental officers at site
OD483509/2025-2026:Random rubble masonry in Cement mortar 1:6 (1 cement : 6 coarse sand) with hard stone in foundation and plinth as per direction of engineer incharge at site. Modified 7.1.1
OD483510/2025-2026:Ring Bund Type II putting up ring bund with earth filling gunny bags of top width 1m bottom width 2m height 2m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantlingthe bund after completion of work etc to complete
OD483512/2025-2026:DR with Departmental stone -DRY RUBBLE MASONRY-Dry rubble without concrete leveling course using departmental rubble including packing to compactness to lines and levels labour charges etc.complete as per direction of Departmentals offisers at site
OD483513/2025-2026:60.7.3. DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.
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)
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)
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)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
OD498980/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.(Same as spec no.50.2.26.1)
OD498985/2025-2026:Mancoolies engaging for various work
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