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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.5 LAccepted-AOC | L1 | Accepted-AOC Agreement executed on 04/10/2025 | |
| 2 | L2₹10.2 L+₹64,351.02 (6.76%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence not admitted | |
| 3 | L3₹10.7 L+₹1.2 L (12.1%)Rejected-AOC | L3 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | Shanet A George L2 | Sivarajan.B L1 | Mohandas K M L3 |
|---|---|---|---|---|---|---|
| 1.00Construction of Box Culvert | ||||||
| 1.00 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 21.09 | cum | 941.83 ₹19,865.08 | 882 ₹18,603.14 Lowest | 988.92 ₹20,858.3 |
| 1.00 | OD28384/2025-2026:Bailing out water using pump above 5HP bailing out water with engine and pump set above 5HP and up to 10HP including conveyance to site and erection cost of fuel lubrication and stores pay to staff etc complete | 40 | hour | 544.08 ₹21,763.2 | 510 ₹20,400 Lowest | 571.28 ₹22,851.2 |
| 1.00 | OD95371/2025-2026:Putting up earthen bund having a top width of 1.00m,bottom width of 2.00m and
height 2.50m using 1/2 split coconut post 4 rows; driving down 60cm center to center and 1.50m
below GL tying with coir yarn and 1/2 split coconut horizontal piece 4 rows on both sides, cross ties 1.00mapart and
struts on both sides at 2.00m apart and screening with 1/3 split ar canut reapers 30 cm square
mesh and with double new coconut Cadjan and all tying properly with GI fencing wire and filling inside
with stiff clay of approved quality as water proof layer etc. Complete | 9.4 | metre | 5,691.2 ₹53,497.28 | 5,332 ₹50,120.8 Lowest | 5,975.76 ₹56,172.14 |
| 1.00 | OD95063/2025-2026:Coconut Pile -Supplying and stacking well matured straight coconut post for driving down
through various strata bellow bed level including cost coveyance labour charges etc complete(Details for 7.5m long coconut post AV 0.25cm dia 3.14x(0.125)x7.5=0.368m3) | 238 | metre | 159.83 ₹38,039.54 | 149 ₹35,462 Lowest | 167.82 ₹39,941.16 |
| 1.00 | OD95062/2025-2026:Coconut pile- Driving down coconut pile to lines and levels through soft to medium clay soil strata including all hire charges and labour and all other appliances necessary for pile driving
down after pointing the bottom end, Details for one post of 6mt long 15numbers perday
6x5=90m Details for 90m lenth | 238 | metre | 257.6 ₹61,308.8 | 241 ₹57,358 Lowest | 270.48 ₹64,374.24 |
| 1.01 | OD28382/2025-2026:DR PACKING
Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. completeas per the direction of departmental officers at site. | 9.31 | cum | 3,133.29 ₹29,158.4 | 2,936 ₹27,322.42 Lowest | 3,289.95 ₹30,616.27 |
| 1.01 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 3.44 | cum | 9,001.46 ₹30,965.02 | 8,434 ₹29,012.96 Lowest | 9,451.53 ₹32,513.26 |
| 1.01 | 11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203V. R.C.C. grade M 25 | 5.18 | cum | 10,367.15 ₹53,701.84 | 9,714 ₹50,318.52 Lowest | 10,885.51 ₹56,386.94 |
| 1.01 | 12.5.4:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m IV. R.C.C. grade M 25 | 10.13 | cum | 10,991.68 ₹1,11,323.74 | 10,299 ₹1,04,308.27 Lowest | 11,541.26 ₹1,16,889.88 |
Tender Value
₹10.2 L
EMD Value
₹25,411
Closing Date
27 Aug 2025, 6:00 pmClosed
Assistant Engineer
LIDEW Section Kumarakom GP
Pro.No.142-Construction of Pallithoppu - Vachaparambu Box Culvert in Ward 16
2025_LSGD_787618_1
142/AE/LIDEW/KGP/25-26
Open Tender
Civil Works - Bridges
Item Rate
90 days
Kumarakom
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹25,411
Yes
15 Oct 2025
18 Aug 2025
29 Aug 2025
18 Aug 2025
27 Aug 2025
18 Aug 2025
Amount
Construction of Box Culvert
11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth
OD28384/2025-2026:Bailing out water using pump above 5HP bailing out water with engine and pump set above 5HP and up to 10HP including conveyance to site and erection cost of fuel lubrication and stores pay to staff etc complete
OD95371/2025-2026:Putting up earthen bund having a top width of 1.00m,bottom width of 2.00m and height 2.50m using 1/2 split coconut post 4 rows; driving down 60cm center to center and 1.50m below GL tying with coir yarn and 1/2 split coconut horizontal piece 4 rows on both sides, cross ties 1.00mapart and struts on both sides at 2.00m apart and screening with 1/3 split ar canut reapers 30 cm square mesh and with double new coconut Cadjan and all tying properly with GI fencing wire and filling inside with stiff clay of approved quality as water proof layer etc. Complete
OD95063/2025-2026:Coconut Pile -Supplying and stacking well matured straight coconut post for driving down through various strata bellow bed level including cost coveyance labour charges etc complete(Details for 7.5m long coconut post AV 0.25cm dia 3.14x(0.125)x7.5=0.368m3)
OD95062/2025-2026:Coconut pile- Driving down coconut pile to lines and levels through soft to medium clay soil strata including all hire charges and labour and all other appliances necessary for pile driving down after pointing the bottom end, Details for one post of 6mt long 15numbers perday 6x5=90m Details for 90m lenth
OD28382/2025-2026:DR PACKING Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. completeas per the direction of departmental officers at site.
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203V. R.C.C. grade M 25
12.5.4:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m IV. R.C.C. grade M 25
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
13.1.2:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5R.C.C M 25
75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
OD28409/2025-2026:PVC WEEP HOLES Providing weep holes 75mm dia PVC pipes working pressure 4Kg/cm2 including cost of material , labour charges etc. complete
Shanet A George (BID ID -2301389)
Mohandas K M (BID ID -2311456)
Bidder Name
Shanet A George
Sivarajan.B
Mohandas K M
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