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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹45.5 LAccepted-AOC | ₹45.5 L | 1 | Accepted-AOC Lowest |
| 2 | 2₹46.1 LRejected-AOC | ₹46.1 L | 2 | Rejected-AOC 2nd lowest |
| 3 | 3₹50.4 LRejected-Finance | ₹50.4 L | 3 | Rejected-Finance 3rd lowest |
| 4 | 4₹50.8 LRejected-Finance KOLTHUMTHODI H PARAKKAL HOUSE KEEZHUPARAMBA AREEKODE | ₹50.8 L | 4 | Rejected-Finance 4th lowest |
| Sl No | Description | Qty | Unit | SHAMEEM YAKKIPARAMBAN KOLOTHUMTHODI L4 | VAISHNAV VK L2 | LARAS DEVELOPERS PRIVATE LIMITED L1 | C MOHAMMED MUSTHAFA L3 |
|---|---|---|---|---|---|---|---|
| 1.00working charges | |||||||
| 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. | 940 | metre | 22.41 ₹21,065.40 | 22.53 ₹21,178.20 | 20 ₹18,800 | 24.65 ₹23,171 |
| 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) | 35.62 | cum | 2,080.66 ₹74,123.51 | 2,092.22 ₹74,535.34 | 180 ₹6,412.50 | 2,288.49 ₹81,527.46 |
| 1.00 | 15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road | 237.5 | sqm | 366.63 ₹87,074.63 | 368.67 ₹87,559.13 | 80 ₹19,000 | 403.26 ₹95,774.25 |
| 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. | 340 | cum | 560.64 ₹1.9 L | 563.75 ₹1.9 L | 400 ₹1.4 L | 616.64 ₹2.1 L |
| 1.00 | 100.1.5: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 50 m, in Ordinary Rock. | 340 | cum | 826.97 ₹2.8 L | 831.56 ₹2.8 L | 375 ₹1.3 L | 909.57 ₹3.1 L |
| 1.01 | 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. | 1,400 | metre | 27.34 ₹38,276 | 27.49 ₹38,486 | 10 ₹14,000 | 30.07 ₹42,098 |
| 1.01 | 100.14.1:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 100mm diameter Ductile Iron Class K-9 Pipes. | 1,800 | metre | 66.57 ₹1.2 L | 60.25 ₹1.1 L | 85 ₹1.5 L | 65.9 ₹1.2 L |
| 1.01 | OD254185/2025-2026:Labour for cutting D.I. pipe with steel saw.100 mm diameter D.I. pipe | 30 | no | 185.1 ₹5,553 | 167.52 ₹5,025.60 | 90 ₹2,700 | 183.23 ₹5,496.90 |
| 1.01 | 18.68.1:Providing and laying D.I specials of class K - 12 suitable for push - on jointing as per IS : 9523 :Upt 600 mm dia | 11.6 | quintal | 19,760.71 ₹2.3 L | 17,883.44 ₹2.1 L | 20,000 ₹2.3 L | 19,561.13 ₹2.3 L |
Tender Value
₹50.9 L
EMD Value
₹50,000
Closing Date
20 Jan 2026, 11:00 amClosed
EXECUTIVE ENGINEER
PH DIVISION MALAPPURAM
Deposit works- Urakam Grama Panchayth-Replacemaent of damaged 100 mm GI pipe to 100 mm DI pipe for new pumping main from mampeethi pump house to jawahar navodhaya vidyalaya campus at Oorakam, Malappuram District
2026_KWA_826148_1
EE/PH/MPM/38/2025-26
Open Tender
Civil Works - Water Works
Oorakam
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
₹50,000
19 Feb 2026
9 Jan 2026
21 Jan 2026
9 Jan 2026
20 Jan 2026
9 Jan 2026
working charges
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)
15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road
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.
100.1.5: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 50 m, in Ordinary Rock.
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.
100.14.1:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 100mm diameter Ductile Iron Class K-9 Pipes.
OD254185/2025-2026:Labour for cutting D.I. pipe with steel saw.100 mm diameter D.I. pipe
18.68.1:Providing and laying D.I specials of class K - 12 suitable for push - on jointing as per IS : 9523 :Upt 600 mm dia
18.70.1:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:100 mm dia pipes
18.73.1:Providing and laying Double Flanged ( Screwed / Welded ) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS: 8329 :100 mm dia Ductile Iron Double Flanged
18.30.2:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:100 mm diameter pipe
100.37.5.1:In situ fabrication of M.S. pipes of size 100mm (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.
100.37.5.2:Fabricating M.S. flanges of diameter 100mm 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.
100.37.5.3:Cutting 100mm (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.
100.37.5.4:Welding 100mm (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.
100.37.5.5:Grinding cut and weld edges of 100mm (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.
100.35.1:Testing 100mm DI/CI pipeline with potable water to the required test pressure 100 mm dia
100.31.2.2:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 100mm diameter, Class II.
OD254186/2025-2026:Conveying and fixing 100mm CI Non return valve (NRV) valves
100.32.3:Conveying and fixing C. I. Double Acting Air Valve of approved quality with bolts, nuts, rubber insertions etc., complete, but excluding the cost of air valve (tail pieces, if required, will be paid separately): 50mm Double Acting Air Valve.
18.17.4:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore
18.12.6:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work50 mm dia nominal bore
100.98.1008:Engaging Coolie.
100.41.39:Supply, stacking, spreading and consolidating of Quarry Muck in the trench of pipe line, including carriage, loading, unloading & stacking up to any lead.
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
5.22.6: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)
cost of material
100.98.115:Supply of DI K9 Pipe Conforming to IS 8329/2000, 100mm Dia.
100.98.429:Supply of CI Non Return Valve, Conforming to IS 5312 Part I - 1984, PN 1.6, Size 100mm.
100.98.458:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 100mm.
100.98.435:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Kinetic Air Valve Type DK, Size 50mm.
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