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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹10.3 LAccepted-AOC | 1 | Accepted-AOC Lowest bidder. Hence the work was awarded to the Contractor | |
| 2 | 2₹10.4 L+₹3,683.71 (0.36%)Rejected-Finance | 2 | Rejected-Finance Second Bidder | |
| 3 | 3₹10.5 L+₹17,793.73 (1.72%)Rejected-Finance | 3 | Rejected-Finance Third Bidder |
Tender Value
₹12.7 L
EMD Value
₹31,774
Closing Date
28 Jul 2025, 11:00 amClosed
Assistant Executive Engineer, Minor Irrigation Sub
Office of the Assistant Executive Engineer, Minor Irrigation Sub Division, Attingal Pin 695101
LAC-ADS- -Construction of breached sidewall and other allied works of Poovanathumoodu Valakkad ela thodu near old pump house in Mudakkal panchayath of Chirayinkeezhu LA constituency-General Civil Work
2025_Irrig_778034_1
IRR/IA/TR/3944/2022_5_1_1/1
Open Tender
Civil Works - Water Works
Item Rate
180 days
Poovanathummoodu
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,774
Yes
29 Aug 2025
19 Jul 2025
30 Jul 2025
19 Jul 2025
28 Jul 2025
19 Jul 2025
Amount
Construction of sidewall
OD13516/2025-2026: Putting up ring bund and bailing out water during the course of construction by engaging man coolies and removing the bund after the completion of work as directed by the departmental officers at site
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 oil and other stores, pay of staff etc complete
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.
60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil
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)
4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)
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)
5.1.2: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)
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars
4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
60.6:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. 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.
OD21956/2025-2026:Name board of size 76*60cm installed in the appropriate place visible to the public made of granite plaque should be inserted and engraving letters etc complete as per the departmental officers at site.
Prebin S.V (BID ID -2263893)
Santhosh (BID ID -2262618)
Bidder Name
Prebin S.V
B UDAYAKUMAR
Santhosh
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1272973.pdf
boq_comp_chart.xlsx
xlsx
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