Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹1.5 Cr+₹2.1 L (1.43%)Accepted-AOC | ₹1.5 Cr+₹2.1 L (1.43%) | L2 | Accepted-AOC L1 not responded to LOA hence awarded to L2 at L1 rate |
| 2 | L1₹1.5 CrRejected-AOC | ₹1.5 Cr | L1 | Rejected-AOC L1 - Not responded to LOA |
| 3 | L3₹1.5 Cr+₹4.7 L (3.16%)Rejected-Finance | ₹1.5 Cr+₹4.7 L (3.16%) | L3 | Rejected-Finance L3 |
| 4 | L4₹1.6 Cr+₹14.9 L (9.99%)Rejected-Finance | ₹1.6 Cr+₹14.9 L (9.99%) | L4 | Rejected-Finance L4 |
| 5 | L5₹1.7 Cr+₹16.1 L (10.8%)Rejected-Finance | ₹1.7 Cr+₹16.1 L (10.8%) | L5 | Rejected-Finance L5 |
Tender Value
₹2.1 Cr
EMD Value
₹1 L
Closing Date
24 Jul 2024, 6:00 pmClosed
Regional Project Director
Regional Project Management Unit, KRWSA, Kannur 2nd Floor, Bldg.No.3/253, Near AKG Hospital, Talap, Kannur
Relaying of Jalanidhi pipe lines in Nadavayal water supply schemes supply and laying of PVC and GI pipes along Beenachi Panamaram PWD Road at Panamaram Grama Panchayath, Wayanad(Dist)
2024_KRWSA_679679_1
115/KRWSA/KNR/KRFB/PTDY/24
Open Tender
Civil Works - Water Works
Item Rate
90 days
POOTHDY WAYANAD
Technically Qualified
2 documents required · 2 mandatory
₹7,500
₹1 L
Regional Project Management Unit, KRWSA, Kannur
19 Dec 2024
9 Jul 2024
26 Jul 2024
9 Jul 2024
24 Jul 2024
9 Jul 2024
9 Jul 2024 - 24 Jul 2024
11 Jul 2024
Amount
supply PVC pipes
100.98.232 : Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 40mm Dia.including pvc specials
100.98.233 : Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 50mm Dia.including pvc specials
100.98.234 : Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 63mm Dia.including pvc specials
100.98.236 : Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 90mm Dia.including pvc specials
100.98.237 : Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 110mm Dia.including pvc specials
100.98.238 : Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 140mm Dia.including pvc specials
100.98.239 : Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 160mm Dia.including pvc specials
100.98.240 : Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 200mm Dia.including pvc specials
laying pvc pipes
100.9.4 : Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials). 40 mm nominal outer dia pipes.
100.9.5 : Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials) 50 mm nominal outer dia pipes.
100.9.6 : Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials). 63 mm nominal outer dia pipes.
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 pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials). 90 mm nominal outer dia pipes."
100.9.9 : Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials). 110 mm nominal outer dia pipes.
100.9.10 : Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials). 140 mm nominal outer dia pipes.
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 pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials). 160 mm nominal outer dia pipes.
100.9.13 : Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials). 200 mm nominal outer dia pipes.
earthwork excavation
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 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm 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 : All kinds of soil (Ref. Item No. 2.10.1 of DSR)
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 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm 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 :" Ordinary Rock. (Ref. Item No. 2.13.1 of DSR)
laying GI pipes
100.12.9 : Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. but excluding cost of pipes and fittings - External work. 100 mm dia nominal bore Observed Data derived from item no.18.12 of DAR
100.12.10 : "Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. but excluding cost of pipes and fittings - External work. 125 mm dia nominal bore Observed Data derived from item no.18.12 of DAR
100.12.11 : Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. but excluding cost of pipes and fittings - External work. 150 mm dia nominal ore Observed Data derived from item no.18.12 of DAR
supplying and fixing valves
18.17.3 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :40 mm nominal bore
18.17.4 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore
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
100.98.448 : Supply of CI Air Valve with Flanges, Conforming to IS 14845 - 2000, Kinetic Air Valve Type DS1, Size 40mm
100.98.457 : Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm.
100.98.458 : Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 100mm.
100.98.459 : Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 125mm.
100.98.460 : Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 150mm.
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)
15.59 : Dismantling of flexible pavement ( bituminous courses ) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per direction of Engineer-in-charge.
100.8.1 : Fencing one side of trenches, 1.50 m height with two rows of 10 cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2 m intervals. (Data Prepared based on PWD SDB - Item No.1009)
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 : 4 graded stone aggregate 20 mm nominal size)
100.98.49 : Supply of Cost of PVC Saddle Piece (Average rate of 200/160/140/110/90/75/ 63/ 50 mm).
18.12.3 : Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work25 mm dia nominal bore
100.60.18.2 : Repair work for 1m to 2m length in 20mm (3/4 inch) house connections, using 25mm PE Pipe, PE80, PN16, Conforming to IS 4984: 2016 or later edition and PP PN 16 Compression specials, including trenching and refilling in all kinds of soil, hire for tools, cost of consumables and labour charges, cost of materials, including charges for lighting, watching, providing caution boards, traffic control etc. complete, but excluding the cost of cutting of concrete / tarred / bituminous roads and as per the directions of the department officers.
supply 100 mm GI medium pipes
supply 125 mm GI medium pipes
supply 150 mm GI medium pipes
supply and fiing 200 mm GI medium pipes
SANIL C R
SIMSON
MOHAMMED RASHID P H
RONIMON MATHEW
BINOGEORGE
PK SULPHEEKER & COMPANY
KMT CONSTRUCTION COMPANY
JYOTHIBASU V
ABDUL GAFOOR
DIL M GOVIND
Bidder Name
BINOGEORGE
DIL M GOVIND
MOHAMMED RASHID P H
SIMSON
JYOTHIBASU V
ABDUL GAFOOR
KMT CONSTRUCTION COMPANY
RONIMON MATHEW
PK SULPHEEKER & COMPANY
MUHAMMED FAHEEM BK
SANIL C R
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1057129.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 .