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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹36.3 LAccepted-AOC | ₹36.3 L | 1 | Accepted-AOC L1 |
| 2 | 2₹46.2 L+₹9.8 L (27.1%)Rejected-AOC | ₹46.2 L+₹9.8 L (27.1%) | 2 | Rejected-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | M J Tech Engineering Construction L1 | ANURAG INFRA MANAGEMENT (OPC) PRIVATE LIMITED L2 | NMBV INFRACON PRIVATE LIMITED L3 |
|---|---|---|---|---|---|---|
| 1.00Fencing on the North Bank upto 300m | ||||||
| 1.00 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 930 | sqm | 15.94 ₹14,824.2 Lowest | 20.26 ₹18,841.8 | 24.17 ₹22,478.1 |
| 1.00 | OD17182/2025-2026:Engaging Hydraulic Excavator (JCB-3D) with driver and fuel. | 8 | hour | 1,286.83 ₹10,294.64 Lowest | 1,635.74 ₹13,085.92 | 1,950.88 ₹15,607.04 |
| 1.00 | OD17179/2025-2026:Conveying materials using 2 ton Pickup truck for local shifting including loading and unloading | 2 | Day | 4,117.89 ₹8,235.78 Lowest | 5,234.4 ₹10,468.8 | 6,242.86 ₹12,485.72 |
| 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 | 24 | cum | 225.82 ₹5,419.68 Lowest | 287.05 ₹6,889.2 | 342.36 ₹8,216.64 |
| 1.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 198 | cum | 315.32 ₹62,433.36 Lowest | 400.81 ₹79,360.38 | 478.04 ₹94,651.92 |
| 1.01 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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. | 81 | cum | 279.16 ₹22,611.96 Lowest | 354.85 ₹28,742.85 | 423.22 ₹34,280.82 |
| 1.01 | OD17177/2025-2026:Dry Rubble Masonry with hard stone in foundation including levelling up with cement concrete 1:6:12 upto ground level | 191.25 | cum | 4,427.74 ₹8,46,805.28 Lowest | 5,628.27 ₹10,76,406.64 | 6,712.62 ₹12,83,788.58 |
| 1.01 | 4.1.6: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 (zone-III) derived from natural sources : 6 graded
stone aggregate 40 mm nominal size derived from natural sources) | 26.28 | cum | 7,332 ₹1,92,684.96 Lowest | 9,319.98 ₹2,44,929.07 | 11,115.57 ₹2,92,117.18 |
| 1.01 | 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) | 76.8 | cum | 7,313.53 ₹5,61,679.1 Lowest | 9,296.5 ₹7,13,971.2 | 11,087.57 ₹8,51,525.38 |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
23 Mar 2026, 3:00 pmClosed
EE
HEAD WORKS DIVISION,ARUVIKKARA
State Plan-State Plan 2025 26 NGT Prevention of river pollution and creating awareness for the compliance of NGT Placing of protective fencing Stretch 8
2026_KWA_847311_1
18/2025-26/HWD/
Open Tender
Civil Works - Others
Item Rate
180 days
WORKS
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,257
Yes
₹50,000
Yes
6 Jun 2026
13 Mar 2026
24 Mar 2026
13 Mar 2026
23 Mar 2026
13 Mar 2026
Fencing on the North Bank upto 300m
2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
OD17182/2025-2026:Engaging Hydraulic Excavator (JCB-3D) with driver and fuel.
OD17179/2025-2026:Conveying materials using 2 ton Pickup truck for local shifting including loading and unloading
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
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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.
OD17177/2025-2026:Dry Rubble Masonry with hard stone in foundation including levelling up with cement concrete 1:6:12 upto ground level
4.1.6: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 (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)
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)
5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)
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
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
13.4.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)
13.50.3:Applying priming coat:With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron /steel works
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil
100.98.214:Supply of PVC Pipe, 6kg/cm2, 110mm Dia.
100.9.9:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 110 mm nominal outside diameter pipes.
100.52.S.1:Sub Data for providing Earth filled cement bags including cutting of the Earth, filling, conveying and placing in position.
100.52.S.5:Sub Data for Dismantling the sand / earth filled cement bag from the foundation site of bund, apron on both sides, counter wall and removing the sand/earth from the bag and disposing the damaged cement bags properly as per the direction of the department officers including all cost of labour charges etc complete.
100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
OD17178/2025-2026:Supplying 50 mm GI pipe for fencing medium class including conveyance charges
OD17180/2025-2026:Erection of 50 mm GI pipe for Fencing of suitable length bent at top for a length of 0.45m and fixed in concrete of size 0.40*0.40*0.40m min with MS legs and plugging the top with suitable end cover,running 3 lines of barbed wire on the top bent portion tied properly to the pipe,etc. complete.(G.I. pipe and concrete to be paid separately)
OD17176/2025-2026:Supply and erection of Steel Sign Board 3'*2' with 25mm GI Pipe,20mm*6mm MS Flats and 2 mm G.I.Sheet tied to Chain link fencing with suitable clamps or welded to G.I post,etc complete.
13.71:Lettering with black Japan pint of approved brand and manufacture
OD17181/2025-2026:Conveying excavated earth by mechanical transport beyond the initial lead of 50m,including loading,unloading etc complete as directed by dept officer in charge
100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals.
10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
100.98.1008:Engaging Coolie.
OD17183/2025-2026:Advertisement Charges
OD270949/2025-2026:Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts , bolts and washers as required complete as per the direction of Engineer-in- charge.Made of G.I wire of minimum dia 3.5mm. PVC coated to achieve outer dia. not less than 5 mm in required colour and shade
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