Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.2 LAccepted-AOC | L1 | Accepted-AOC 1st lowest | |
| 2 | L2₹33.4 L+₹90,968 (2.80%)Rejected-AOC | L2 | Rejected-AOC 2nd lowest |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
5 Jul 2024, 3:00 pmClosed
EXECUTIVE ENGINEER,KWA,PH DIVISION THRISSUR
EXECUTIVE ENGINEER,KWA,PH DIVISION THRISSUR
State Plan_State Plan 2023_24 Rehabilitation /improvement works of Urban Water Supply Schemes- UWSS /RWSS to Nellikkunnu_Pipeline work Supplying and fixing new motor pumpset and pipeline replacing work-Pipeline Work_1
2024_KWA_678241_1
02/EE/PHD/TSR/2024-25
Open Tender
Civil Works - Water Works
Item Rate
180 days
Nellikunnu
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹50,000
26 Oct 2024
28 Jun 2024
6 Jul 2024
28 Jun 2024
5 Jul 2024
28 Jun 2024
28 Jun 2024 - 5 Jul 2024
Amount
1 APPENDIX (A) Cost of Materials
100.98.213:Supply of PVC Pipe, 6kg/cm2, 90mm Dia.
OD31340/2024-2025:PVC specials of 3 % on total pipe cost
18.12.8:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work80 mm dia nominal bore
18.12.7:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work65 mm dia nominal bore
OD31349/2024-2025:Add 5 % cost for GI specials
18.17.5:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :65 mm nominal bore
18.17.6:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :80 mm nominal bore
100.98.441:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 40mm.
2 APPENDIX (B) - 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.
100.1.5: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.
100.1.13: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 Hard Rock where Blasting is Prohibited.
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.
100.9.8: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.
OD31341/2024-2025:Dismantling of old 80 mm GI pipes existing on the site ,conveying and stacking at office compound .
OD31342/2024-2025:Dismantling manually/by mechanical means and disposal of materials within 50m lead as the direction of engineers-<br>Bituminous
15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix)
100.32.2:Conveying and fixing C. I. Single 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): 40mm Single Acting Air Valve.
OD51858/2024-2025:Shifting service connection from the existing Water connection line to newly laid 160/110/90/75/63/50 mm PVC line including earth work excavation in all kinds of soil for exposing the existing Water connection line including concrete / tar cutting, dismantling the damaged saddle piece and closure the old line with 20 mm GI Plug,cutting and removing damaged portion of pipe line,fixing new saddle piece,Supply & laying 20 mm ASTM Schedule 80 pipe in extend or reduce the existing length and connecting with existing pipe line,testing the line to the required test pressure, rectifying any defects noticed and refilling the trenches using excavated earth in layers not exceeding 20 cm depth including consolidating each layers by ramming, watering, removing the surplus soil from the work site, without causing any damages to any other utilities, including the charges of hire and conveyance of tools, plants and materials to the leak site, bailing out water, lighting, watching, ribbon fencing, caution boards, traffic diversion, including cost of pipe and saddle piece and as per the direction of departmental officers etc. complete.
OD51811/2024-2025:Taking connection from the existing pipeline by using PVC/MS saddle piece including all labour charges, earthwork excavation, refilling, bailing out water, hire for tools etc. complete but excluding cost of saddle pieces 160mm dia PVC pipe
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)
100.59.2:Refilling the trenches with a wet mix of close graded granular materials (Stone aggregate - 25mm nominal size - 17.5%, Stone aggregate - 10mm nominal size - 17.5%, Crushed Stone - 2.36mm to 12.5mm - 25%, Stone chippings / screenings - 4.75mm nominal size - 20%, Stone chippings / screenings - 150 micron nominal size - 20%), mixing properly after adding sufficient quantity of water, refilling in layers not exceeding 150mm, compacting properly at Optimum Moisture Content with Surface Plate Vibrator and disposing the excavated material etc. complete, including traffic control, providing caution boards and as per direction of Engineer-in-charge for road restoration works in pipeline leak sites.
100.98.1008:Engaging Coolie.
3.APPPENDIX (C) -Road Restoration
3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
4 APPENDIX (D) - Supplying and fixing submersible motor pumpset
OD31344/2024-2025:Supplying and fitting of new 50 mm GI B class pipe for delivery of the pump set.
100.98.32:Supply of GI Threaded Coupling, 50mm.
jafad vj
Bidder Name
jafad vj
V.M.MAJEED
tech_eval.pdf
fin_eval.pdf
aoc.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 .