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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹74.6 LAccepted-AOC | ₹74.6 L | L1 | Accepted-AOC Agreement executed |
| 2 | L2₹74.6 LRejected-AOC | ₹74.6 L | L2 | Rejected-AOC L2 |
| 3 | L3₹77.8 LRejected-AOC | ₹77.8 L | L3 | Rejected-AOC L3 |
| 4 | L4₹78.7 LRejected-AOC | ₹78.7 L | L4 | Rejected-AOC L4 |
| 5 | L5₹79.5 LRejected-AOC | ₹79.5 L | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | V V Thomas L3 | Abdulla L1 | ASHRAF L4 | AMBUJAKSHAN K L2 | SURESH BABU L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00Working charges | ||||||||
| 1.00 | 100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil. | 2,574 | cum | 594.24 ₹15.3 L | 569.68 ₹14.7 L | 601.01 ₹15.5 L | 569.68 ₹14.7 L | 607.03 ₹15.6 L |
| 1.00 | 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. | 975 | metre | 28.84 ₹28,119 | 27.65 ₹26,958.75 | 29.17 ₹28,440.75 | 27.6 ₹26,910 | 29.46 ₹28,723.50 |
| 1.00 | 100.9.11: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): 160 mm nominal outside diameter pipes. | 3,900 | metre | 212.87 ₹8.3 L | 204.08 ₹8.0 L | 215.3 ₹8.4 L | 204 ₹8.0 L | 217.46 ₹8.5 L |
| 1.00 | 100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation. | 2,400 | metre | 23.76 ₹57,024 | 22.78 ₹54,672 | 24.03 ₹57,672 | 22.77 ₹54,648 | 24.27 ₹58,248 |
| 1.00 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 72 | cum | 2,205.36 ₹1.6 L | 2,114.22 ₹1.5 L | 2,230.5 ₹1.6 L | 2,114.2 ₹1.5 L | 2,252.82 ₹1.6 L |
| 1.01 | 100.37.6.1:In situ fabrication of M.S. pipes of size 150mm (I.D.) using 8mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete. | 60 | metre | 5,019.62 ₹3.0 L | 4,812.17 ₹2.9 L | 5,076.83 ₹3.0 L | 4,812.16 ₹2.9 L | 5,127.63 ₹3.1 L |
| 1.01 | 100.37.6.2:Fabricating M.S. flanges of diameter 150mm using 12mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete: For pipes fabricated with 8mm thick M.S. plates. | 30 | no | 1,487.2 ₹44,616 | 1,425.74 ₹42,772.20 | 1,504.15 ₹45,124.50 | 1,425.7 ₹42,771 | 1,519.21 ₹45,576.30 |
| 1.01 | 100.37.6.3:Cutting 150mm (I.D.) M.S. pipes for making bends and other specials by gas cutting including cost of gas, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates. | 100 | no | 153.32 ₹15,332 | 146.99 ₹14,699 | 155.07 ₹15,507 | 146.9 ₹14,690 | 156.63 ₹15,663 |
| 1.01 | 100.37.6.4:Welding 150mm (I.D.) M.S. pipes for making bends and other specials by gas/electric welding machine including cost of gas and welding rods, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates. | 120 | no | 586.5 ₹70,380 | 562.26 ₹67,471.20 | 593.18 ₹71,181.60 | 562.2 ₹67,464 | 599.12 ₹71,894.40 |
Updated dates
Tender Value
₹82.9 L
EMD Value
₹50,000
Closing Date
27 Oct 2025, 3:00 pmClosed
Executive Engineer
PH DIVISION SULTHAN BATHERY
State Plan-Optimisation of Production and Transmission UWSS to Kalpetta Municipality - Providing scour line to dispose back wash water from WTP at swargamkunnu to Malakkad stream -Pipeline Work-Pipeline Work
2025_KWA_809003_1
WRD/KWA-CE(NR)/TR/20858/2025
Open Tender
Civil Works - Water Works
Muttil
Please refer Tender documents.
7 documents required · 7 mandatory
₹3,300
₹50,000
23 Feb 2026
13 Oct 2025
28 Oct 2025
13 Oct 2025
27 Oct 2025
13 Oct 2025
Amount
Working charges
100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil.
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.
100.9.11: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): 160 mm nominal outside diameter pipes.
100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation.
15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
100.37.6.1:In situ fabrication of M.S. pipes of size 150mm (I.D.) using 8mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete.
100.37.6.2:Fabricating M.S. flanges of diameter 150mm using 12mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete: For pipes fabricated with 8mm thick M.S. plates.
100.37.6.3:Cutting 150mm (I.D.) M.S. pipes for making bends and other specials by gas cutting including cost of gas, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.
100.37.6.4:Welding 150mm (I.D.) M.S. pipes for making bends and other specials by gas/electric welding machine including cost of gas and welding rods, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.
100.37.6.5:Grinding cut and weld edges of 150mm (I.D.) M.S. pipes during fabrication work including all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.
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
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
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
5.1.2: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)
19.18.3:Supplying and fixing C.I with out frame for manholes:560 mm diameter ( heavy duty) the weight of the cover to be not less than 108 kg
19.19.3.1:Providing and fixing in position Pre-cast R.C.C. manhole cover and frame of required shape and approved quality. H D - 20Circular shape 560 mm internal diameter
16.78.1:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30
Cost of Materials
100.98.216:Supply of PVC Pipe, 6kg/cm2, 160mm Dia.
100.98.440:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 25mm.
100.98.460:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 150mm.
AMBUJAKSHAN K (BID ID -2411844)
V V Thomas (BID ID -2410485)
ASHRAF (BID ID -2401116)
SURESH BABU (BID ID -2412045)
Bidder Name
V V Thomas
Abdulla
AMBUJAKSHAN K
ASHRAF
SURESH BABU
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