Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.6 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹25.9 L+₹4.3 L (20.2%)Rejected-AOC PUTHUSSERIPADY HOUSE KALYANAPATTA KANNIMARI P O 678103 | KANNIMARI | PALAKKAD | KERALA | 678103 | L2 | Rejected-AOC L2 | |
| 3 | L3₹27.9 L+₹6.4 L (29.5%)Rejected-AOC PANAKALAHATTU VEEDU ECHAPPUKUZHI KUDAPPANAKKUNNU P O | KERALA | L3 | Rejected-AOC L3 |
Tender Value
₹34.1 L
EMD Value
₹50,000
Closing Date
14 Aug 2025, 5:00 pmClosed
Executive Engineer
Irrigation Division Chittur
Earth Work Exacavation CC 1_4_8 CC 1_3_6 CC 1_2 _4 CC 1_1 5_3 Centering and shuttering Plastering etc
2025_Irrig_782363_1
IRR/PI/TR/3252/2025_5_1_1/1
Open Tender
Civil Works - Canal
Item Rate
360 days
Chittur
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
₹50,000
Yes
14 Oct 2025
4 Aug 2025
18 Aug 2025
4 Aug 2025
14 Aug 2025
4 Aug 2025
4 Aug 2025 - 8 Aug 2025
Amount
Rectification works to Sathram Field channel between Ch. 0/110 km - 0/120 km and 0/300 km - 0/910 km
2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix)
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)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
OD20053/2025-2026:PVC SLUICE PIPE CROSSINGS TO PADDY FIELDS- Providing PVC pipe crossing to paddy fields using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
OD20054/2025-2026:PVC SLUICE PIPE CROSSINGS TO PADDY FIELDS- Providing PVC pipe crossing to paddy fields using 110mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
OD20472/2025-2026:Supplying and laying R.C.C pipe for Sluice pipe crossing as per direction of departmental officers at site including all cost of materials and labour charges, etc. complete.
4.1.5: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 20 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)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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)
5.22.6: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
13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
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.
TOMEY RAPHAEL (BID ID -2285224)
GREENHAVEN CONSTRUCTIONS and PROJECTPVT LTD (BID ID -2287523)
Bidder Name
TOMEY RAPHAEL
Krishnamoorthy
GREENHAVEN CONSTRUCTIONS and PROJECTPVT LTD
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1283622.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .