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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.7 LAccepted-AOC | 1 | Accepted-AOC Single bidder |
Tender Value
₹5.8 L
EMD Value
₹14,605
Closing Date
29 Apr 2023, 5:00 pmClosed
Assistant Executive Engineer
O/o Assistant Executive Engineer Irrigation Sub Division NO.I Chittur , Pin-678104
Modernisation Of field channel
2023_Irrig_568756_2
IRR/PI/TR/4672/2022_5_4_5/1
Open Tender
Civil Works - Canal
Item Rate
180 days
Oottara
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,445
Yes
₹14,605
Yes
19 Jun 2023
17 Apr 2023
4 May 2023
17 Apr 2023
29 Apr 2023
17 Apr 2023
17 Apr 2023 - 20 Apr 2023
Amount
Rectification works to Sluice Pipe Cross and Damaged Sluice outlet portion.
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 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.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 : 8 graded stone aggregate 40 nominal size)
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.
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 : 6 graded stone aggregate 20 mm nominal size)
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) : 4 graded stone aggregate 20 mm nominal size)
OD31829/2022-2023:Removing R.C.C pipe 300 mm dia. of existing sluice pipe cross carefully, without causing any damage to the pipes and stacking safely at site for reuse and laying the same depart mental R.C.C pipes for reconstruction of sluice pipe cross to line , level and alignment including joining with collars with cement mortar packing in joints and as per direction of departmental officers at site, including all cost and labour charges, etc. complete.
OD31833/2022-2023:Supplying and laying R.C.C pipe for Sluice pipe crossing as per direction of departmental officers at site including laying to line level and alignment including joining with collars with cement mortar packing in joints including all cost of materials and labour charges, etc. complete.
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
50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
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)
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.
OD32024/2022-2023:PVC Sluice pipe- Providing sluice pipe using 110 mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge
Bidder Name
SURESH M
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