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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.7 LAccepted-AOC | L1 | Accepted-AOC Agreement Executed | |
| 2 | L2₹5.0 L+₹23,678.37 (5.00%)Rejected-AOC | L2 | Rejected-AOC Agreement Executed |
Tender Value
₹4.7 L
EMD Value
₹11,839
Closing Date
28 Oct 2024, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Executive Engineer
MI Subdivision, Haripad
GENERAL-Providing Tidal Bunds(Salinity Barrier) for the year 2024-25 in various thodu to protect UllittaPuncha of Cheppad Panchayath (8 nos).-General Civil Work
2024_Irrig_697711_1
IRR/KP/TR/3657/2024_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
270 days
Ullittapuncha
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,045
₹11,839
15 Nov 2024
19 Oct 2024
30 Oct 2024
19 Oct 2024
28 Oct 2024
19 Oct 2024
19 Oct 2024 - 25 Oct 2024
Amount
Cross bund
OD4003/2024-2025:Forming bund to a width of 1.5 m and 1.5 m (av) height and protecting the sides with 1/2 split well matured and sound coconut post 2.7 m long driving down 1.2 m below ground level on both sides at 1.0 m c/c, providing 2 rows of weiling pieces 1/4 split coconut post on both sides and tying with 1/4 split coconut cross ties at 2.0 m c/c connecting the alternate set of post , and screening the sides of bund with seperation memberane of impermeable plastic sheet 125 micron thick fixed properly using cocnut post and weiling pieces and nails in full height including tying properly using iron wire and coir altogether and supplying and filling inside with cut earth / puddle clay upto 1.5m, level and conveyed with all leads and lifts including consolidating properly and maintaing the bund properly through out the cultivation period including cutting and removing materials and clearing area etc complete as per the direction by the departmental officers at site. Width = 1.5 m , Height = 1.5 m Length of coconut pile = 2.7 m Spacing = 1 m c/c Length of 1/2 split coconut pile required for 10 m = (10/1+1)x2 = 22 Nos x 2.7 m =59.4m Length of 1/4 Split coconut pieces for weiling pieces for 10 m = 2 x 2 = 4 Nos x 10 m = 40 m Length of 1/4 Split coconut pieces for cross ties = 10/2+1 = 6 Nos 2 x 1.5 = 18.0 m Plastic medium sheet = 10.30x1.5x2 = 30.9 m2 Cost of 1/2 split coconut post (Details vide 60.64.2), Coconut post requied for 1 m =59.4/10 = 5.94 m (average length of coconut pile 6 m and dia 25 cm ) Assuming coconut post can be used 2 times No of Coconut pile required for 1 m = 5.94/6 = 0.99 No Carriage of timber = 0.99 x 6 x 3.14 x.125x.125 = 0.291 cum Assuming 2 rows wailing pieces in both sides and 2 cross ties, Total 40+18= 58 m Hence for 1m = 58/10= 5.8 m Total No of Coconut piles 1/ 2 split for 10 m length @ 1.0 m c/c = 10/1.0+1 = 11 Nos. on both sides = 11 x 2 =22 Nos for 1 m length - 22/10 = 2.2 Nos Pile Driving down length = 1.2 m, Total length= 1.2 x 2.2 = 2.64 m Screening the frame with medium quality plastic sheet nailed to wailing pieces and coconut post, Sheet required = 10.3 x 2x 1.5 = 30.90 sqm, For 1 m = 30.90/10 = 3.1 sqm Quantity of earth = 1.5 x 1.5 = 2.25 cum
G SOMARAJAN
Bidder Name
G SOMARAJAN
ANTAS ANTONY
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1088386.pdf
boq_comp_chart.xlsx
xlsx
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