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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.8 LAccepted-AOC | ₹9.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹9.8 LRejected-AOC | ₹9.8 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | AIONALCOELHO L1 | Sreehari R L2 |
|---|---|---|---|---|---|
| 1.00Supply of Pipe | |||||
| 1.00 | 100.98.118:Supply of DI K9 Pipe Conforming to IS 8329/2000, 250mm Dia. | 120 | metre | 4,094.29 ₹4.9 L | 4,094.29 ₹4.9 L |
| 2.00LAYING | |||||
| 2.00 | 100.98.462:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 250mm. | 1 | no | 26,482.2 ₹26,482.20 | 26,482.2 ₹26,482.20 |
| 2.00 | 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. | 20 | metre | 27.11 ₹542.20 | 27.11 ₹542.20 |
| 2.00 | 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) | 0.6 | cum | 2,516.93 ₹1,510.16 | 2,516.93 ₹1,510.16 |
| 2.00 | 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 | 20 | sqm | 443.5 ₹8,870 | 443.5 ₹8,870 |
| 2.00 | 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. | 129.6 | cum | 678.19 ₹87,893.42 | 678.19 ₹87,893.42 |
| 2.01 | 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. | 120 | metre | 32.23 ₹3,867.60 | 32.23 ₹3,867.60 |
| 2.01 | 16.78.3: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 - III ( size range 26.5 mm to 0.075 mm) having CBR Value - 20 | 30 | cum | 3,276.69 ₹98,300.70 | 3,276.79 ₹98,303.70 |
Tender Value
₹9.8 L
EMD Value
₹24,425
Closing Date
6 Jan 2026, 5:00 pmClosed
Assistant Executive Engineer
Assistant executive Engineer Water Supply Sub Division Kollam
AMRUT-Asramam OHSR-Replacement of 250mm AC pipeline with 250mm DI pipe near Asramam OHSR
2025_KWA_824317_1
E-Tender no 06/2025-26/AEE/WSSD/KLM
Open Tender
Civil Works - Water Works
90 days
Asramam OHSR
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,155
Yes
₹24,425
Yes
5 Mar 2026
29 Dec 2025
8 Jan 2026
29 Dec 2025
6 Jan 2026
29 Dec 2025
29 Dec 2025 - 6 Jan 2026
Amount
Supply of Pipe
100.98.118:Supply of DI K9 Pipe Conforming to IS 8329/2000, 250mm Dia.
LAYING
100.98.462:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 250mm.
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.
100.8.1: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.
16.78.3: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 - III ( size range 26.5 mm to 0.075 mm) having CBR Value - 20
100.31.1.6: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): 250mm diameter, Class I.
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)
100.14.4:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 250mm diameter Ductile Iron Class K-9 Pipes.
100.35.4:Testing 250mm DI/CI pipeline with potable water to the required test pressure . 250 mm dia Observed Data derived from item no.1022 of PHED DATA
OD239601/2025-2026:Interconnection work for 250mm or nearest size pipes to the existing line including cost of<br>specials, charges for controlling valves, all labour charges of connection as per the direction of departmental officers
OD243050/2025-2026:Conveying of DI pipes from division store to site
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
OD243110/2025-2026:Rubber ring (Tyton ring) for 250mm DI K9
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.
Sreehari R (BID ID -2452041)
Bidder Name
AIONALCOELHO
Sreehari R
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