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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 LAccepted-AOC | ₹3.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.8 LRejected-AOC | ₹3.8 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | JAYAMON JOSEPH L1 | RONAK S L2 |
|---|---|---|---|---|---|
| 1.00Annual maintenance | |||||
| 1.00 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 16,050 | sqm | 8.61 ₹1.4 L | 8.62 ₹1.4 L |
| 1.00 | 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 | 14.5 | cum | 239.34 ₹3,470.43 | 239.6 ₹3,474.20 |
| 1.00 | OD18861/2025-2026:Engaging labour (Beldar) for removing branches of trees fallen across the way of LB
Main canal, across the canal prism, disposal of the same away from the canal and
eviction of encroachment along the side of LB canal and distributaries as directed by
the departmental officers at site for the smooth flow of water during the period of
water distribution. | 20 | Day | 1,005.35 ₹20,107 | 1,006.43 ₹20,128.60 |
| 1.00 | OD18862/2025-2026:Heavy load mazdoor for operating flush escape shutter of LBMC, as and when
necessary as per the direction of departmental officers at site. | 5 | Day | 1,112.89 ₹5,564.45 | 1,114.08 ₹5,570.40 |
| 1.00 | OD18863/2025-2026:Engaging man mazdoor for the timely removal of floating materials and other
obstructions within the canal during the water distribution period and eviction of
encroachment from the sides of canal as and when necessary as per the direction of
departmental officers at site | 71 | Day | 1,005.35 ₹71,379.85 | 1,006.43 ₹71,456.53 |
| 1.01 | 2.33.2:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 60 cm girth up to and including 120 cm girth | 2 | each | 2,280.06 ₹4,560.12 | 2,282.52 ₹4,565.04 |
| 1.01 | 26.28.3:Chipping of unsound/weak concrete material from slabs, beams, columns etc.
with manual Chisel and/ or by standard power driven percussion type or of
approved make including tapering of all edges, making square shoulders of
cavities including cleaning the exposed concrete surface and reinforcement
with wire brushes etc. and disposal of debris for all lead and lifts all complete
as per direction of Engineer-In-Charge25 mm average thickness | 58.37 | sqm | 121.88 ₹7,114.14 | 122.01 ₹7,121.72 |
| 1.01 | 26.29.2:Cleaning of reinforcement from rust from the reinforcing bars to give it a total
rust free steel surface by using alkaline chemical rust remover of approved
make with paint brush and removing loose particles after 24 hours of its
application with wire brush and thoroughly washing with water and allowing
it to dry, all complete as per direction of Engineer-In-Charge.Bars above 12 mm diameter | 588 | metre | 15.52 ₹9,125.76 | 15.54 ₹9,137.52 |
| 1.01 | OD19155/2025-2026:Applying corrosion inhibitor one coat of nitozinc / approved equivalent make primer (two
component system based on metallic zinc and epoxy resin and shall be mixed until a
homogenous mixture is obtained) on the cleaned and dried reinforcing bar using a small paint
brush such that the zinc rich primer coated should make an unbroken continuous film on the
bars. ( If in doubt of having achieved an unbroken coating, a second application should be made
as soon as the first coat is fully dry). After drying the treated surface, apply one coat of bonding
agent Nitobond A R/SBR. Measurement is made for whole exposed area including cost of
materials, labour charges, conveyance of materials to site, hire charges of tools etc complete. | 22.55 | sqm | 799.55 ₹18,029.85 | 800.41 ₹18,049.25 |
Tender Value
₹4.1 L
EMD Value
₹10,143
Closing Date
22 Dec 2025, 5:00 pmClosed
BIJU M G
O/o Office of the Assistant Executive Engineer, KIP RB Sub Division No II Thenmala
Annual maintenance tasks such as clearing light jungle removing silt and sediments from canals, and removing floating bodies racking out the damaged concrete portions, cleaning the reinforcement
2025_Irrig_809478_2
IRR/PII/TR/3792/2025_5_1_1/1
Open Tender
Civil Works - Canal
Thenmala
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,060
Yes
₹10,143
Yes
2 Feb 2026
15 Dec 2025
24 Dec 2025
15 Dec 2025
22 Dec 2025
15 Dec 2025
Amount
Annual maintenance
2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
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
OD18861/2025-2026:Engaging labour (Beldar) for removing branches of trees fallen across the way of LB Main canal, across the canal prism, disposal of the same away from the canal and eviction of encroachment along the side of LB canal and distributaries as directed by the departmental officers at site for the smooth flow of water during the period of water distribution.
OD18862/2025-2026:Heavy load mazdoor for operating flush escape shutter of LBMC, as and when necessary as per the direction of departmental officers at site.
OD18863/2025-2026:Engaging man mazdoor for the timely removal of floating materials and other obstructions within the canal during the water distribution period and eviction of encroachment from the sides of canal as and when necessary as per the direction of departmental officers at site
2.33.2:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 60 cm girth up to and including 120 cm girth
26.28.3:Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge25 mm average thickness
26.29.2:Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge.Bars above 12 mm diameter
OD19155/2025-2026:Applying corrosion inhibitor one coat of nitozinc / approved equivalent make primer (two component system based on metallic zinc and epoxy resin and shall be mixed until a homogenous mixture is obtained) on the cleaned and dried reinforcing bar using a small paint brush such that the zinc rich primer coated should make an unbroken continuous film on the bars. ( If in doubt of having achieved an unbroken coating, a second application should be made as soon as the first coat is fully dry). After drying the treated surface, apply one coat of bonding agent Nitobond A R/SBR. Measurement is made for whole exposed area including cost of materials, labour charges, conveyance of materials to site, hire charges of tools etc complete.
26.31.2:Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect.Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make
26.32.2:Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqmm2).25 mm average thickness in 2 layers.
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
14.17: Raking out joints in lime or cement mortar and preparing the surface for repointing or replastering, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge
13.4.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)
RONAK S (BID ID -2446296)
Bidder Name
RONAK S
JAYAMON JOSEPH
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