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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.1 LAccepted-AOC 1205 SUB TREASURY KOLENCHERY | ERNAKULAM | KERALA | 680667 | L1 | Accepted-AOC L1 | |
| 2 | L2₹10.3 L+₹1.2 L (12.9%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | TPMATHAI L1 | ANOOP JOHN L2 |
|---|---|---|---|---|---|
| 1.00renovation of koranchira pond | |||||
| 1.00 | 15.7.1: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 mud mortar | 13.97 | cum | 624.53 ₹8,727.18 Lowest | 705.35 ₹9,856.56 |
| 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 | 83.83 | cum | 308.28 ₹25,843.11 Lowest | 348.17 ₹29,187.09 |
| 1.00 | OD216491/2025-2026: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
Earlier 60.7.1 | 136.72 | cum | 3,422.4 ₹4,67,924.22 Lowest | 3,865.27 ₹5,28,475.18 |
| 1.00 | OD216603/2025-2026:Random rubble masonry in cement mortar 1:6(1cement 6 coarse sand )with hard stone in foundation and plinth as per direction of engineer in charge at site modified 7.1.1 | 17.42 | cum | 5,761.1 ₹1,00,352.6 Lowest | 6,506.61 ₹1,13,338.64 |
| 1.00 | 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 | 451.22 | kilogram | 96.35 ₹43,475.05 Lowest | 108.82 ₹49,101.76 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 20.96 | sqm | 330.94 ₹6,936.5 Lowest | 373.76 ₹7,834.01 |
| 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) | 7.12 | cum | 8,539.09 ₹60,764.16 Lowest | 9,644.09 ₹68,627.34 |
| 1.01 | OD282787/2025-2026: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) | 40.18 | cum | 381.97 ₹15,347.94 Lowest | 431.4 ₹17,334.08 |
| 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) | 3.1 | cum | 7,915.23 ₹24,497.64 Lowest | 8,939.5 ₹27,667.75 |
Tender Value
₹10.6 L
EMD Value
₹26,480
Closing Date
21 Oct 2025, 11:00 amClosed
AE
AE OFFICE MULAMTHURUTHY GP
PLEASE REFER ESTIMATE
2025_LSGD_808059_3
07/AEM/LID-EW/2025-26
Open Tender
Civil Works - Lift Irrigation Schemes
Item Wise
MULANTHURUTHY GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹26,480
Yes
15 Nov 2025
10 Oct 2025
23 Oct 2025
10 Oct 2025
21 Oct 2025
10 Oct 2025
Amount
renovation of koranchira pond
15.7.1: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 mud mortar
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
OD216491/2025-2026: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 Earlier 60.7.1
OD216603/2025-2026:Random rubble masonry in cement mortar 1:6(1cement 6 coarse sand )with hard stone in foundation and plinth as per direction of engineer in charge at site modified 7.1.1
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
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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)
OD282787/2025-2026: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)
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)
10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes
OD283195/2025-2026:Mancoolies engaging for various work
OD299354/2025-2026:60.2.2 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
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
11.28.2:40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush.White sand stone
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)
ANOOP JOHN (BID ID -2397243)
Bidder Name
TPMATHAI
ANOOP JOHN
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