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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.8 LAccepted-AOC | ₹4.8 L | 1 | Accepted-AOC L1 |
| 2 | 2₹4.9 LRejected-AOC KOLATH NILAPOLA P O | KERALA | ₹4.9 L | 2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | P J JOSEPH L1 | JACOB GEORGE L2 |
|---|---|---|---|---|---|
| 1.00Cross bund | |||||
| 1.00 | OD12951/2025-2026: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 | 109.8 | metre | 4,327.41 ₹4.8 L | 4,420.24 ₹4.9 L |
Tender Value
₹4.9 L
EMD Value
₹12,134
Closing Date
25 Oct 2025, 4:00 pmClosed
Assistant Executive Engineer
O/o the Assistant Executive Engineer MI Subdivision, Haripad
GENERAL-Tidal Bund 2025-26-Ullittapuncha Providing Tidal Bunds(Salinity Barrier) for the year 2025-26 in various thodu to protect Ullittapuncha of Cheppad Panchayath.-General Civil Work
2025_Irrig_813231_1
IRR/KP/TR/4038/2025_5_1_1/1
Open Tender
Civil Works - Others
360 days
CHEPPAD
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,070
Yes
₹12,134
Yes
12 Mar 2026
22 Oct 2025
27 Oct 2025
22 Oct 2025
25 Oct 2025
22 Oct 2025
22 Oct 2025 - 25 Oct 2025
Amount
Cross bund
OD12951/2025-2026: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
JACOB GEORGE (BID ID -2407739)
Bidder Name
JACOB GEORGE
P J JOSEPH
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