Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 LAccepted-AOC | L1 | Accepted-AOC LOWEST L1 | |
| 2 | L2₹3.1 L+₹17,947.34 (6.20%)Accepted-AOC | L2 | Accepted-AOC L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical CHAMANAPASSIL HOUSE CRAV 25 VELLAPPALLY KOCHI 28 | KOCHI | ERNAKULAM | KERALA | - | Rejected-Technical L4 |
Tender Value
₹4.1 L
EMD Value
₹10,335
Closing Date
27 Jan 2025, 1:00 pmClosed
AEE
Office of the Assistant Executive Engineer,PH Sub division, Edathua
Deposit Work 2023-24 Alappuzha Dist.Panchayath RWSS To Nedumudy Pipeline extension from milma bridge to Kocheri bridge in ward no.9 of Nedumudy panchayath.-Pipeline Work
2025_KWA_727263_1
11/AEE/EDVA/2024-25/19739
Open Tender
Civil Works - Water Works
Item Wise
180 days
NEDUMUDY Ward 9
Please refer Tender documents.
5 documents required · 5 mandatory
₹915
₹10,335
9 May 2025
17 Jan 2025
29 Jan 2025
17 Jan 2025
27 Jan 2025
17 Jan 2025
17 Jan 2025 - 25 Jan 2025
Amount
Working Charge
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.
15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
100.1.2:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, 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.
2.16.1:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m
100.98.1008:Engaging Coolie.
100.9.8: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): 90 mm nominal outside diameter pipes.
100.31.1.1: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): 80mm 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) : 4 graded stone aggregate 20 mm nominal size)
OD127248/2023-2024:Taking interconnection from the newly laid 90mm PVC to 90 mm PVC line by using suitable specials such as Tee,Saddle etc.. Supplied by the contractor including all earthwork excavation
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)
Cost of materials
100.98.213:Supply of PVC Pipe, 6kg/cm2, 90mm Dia.
100.98.505:Supply of CI Plain End Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm.
Shifting existing water connection
OD183238/2024-2025:Altering the existing house connections to the newly laid pipe line
OD183237/2024-2025:Providing 20mm (1/2 inch) PVC Air Valve in the water meter assembly for 15mm connection, using 20mm Indian Standard Class 6 uPVC pipes and specials including cost of materials, consumables, hire for tools and labour charges etc. complete and as per the directions of the department officers.
JOBY MATHEW (BID ID -2077755)
UNNIKRISHNAN (BID ID -2078610)
NITHIN K P (BID ID -2077448)
Bidder Name
JOBY MATHEW
Biju Mathew
UNNIKRISHNAN
NITHIN K P
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1157503.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .