Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.2 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹37.8 L+₹53,303.46 (1.43%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹38.1 L+₹90,513.89 (2.43%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹40.3 L+₹3.1 L (8.25%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹41.2 L+₹4.0 L (10.7%)Rejected-Finance | L5 | Rejected-Finance L5 |
Tender Value
₹51.9 L
EMD Value
₹50,000
Closing Date
22 Jul 2024, 6:00 pmClosed
Regional Project Director
2nd Floor, Bldg.No.3/253, Near AKG Hospital, Talap, Kannur
KIIFB - KRFB Deposit work 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_679678_1
116/KRWSA/KNR/KRFB/NDVL/24
Open Tender
Civil Works - Water Works
Item Rate
90 days
PANAMARAM
Technically Qualified
2 documents required · 2 mandatory
₹2,500
₹50,000
Regional Project Management Unit, KRWSA, Kannur
15 Oct 2024
9 Jul 2024
24 Jul 2024
9 Jul 2024
22 Jul 2024
9 Jul 2024
9 Jul 2024 - 22 Jul 2024
11 Jul 2024
Amount
KRFB-UTILITY SHIFTING OF PIPE LINE OF NADAVAYAL WSS IN PANAMARAM GRAMA PANCHAYATH
100.98.229 : Supply of uPVC Pipe and specials, IS 4985: 2000 , 10kg/cm2, 20mm.
100.98.230 : Supply of uPVC Pipe and specials , IS 4985: 2000 , 10kg/cm2, 25mm.
100.98.231 : Supply of uPVC Pipe and specials, IS 4985: 2000 , 10kg/cm2, 32mm Dia.
100.98.233 : Supply of uPVC Pipe and specials, IS 4985: 2000 , 10kg/cm2, 50mm Dia.
100.98.234 : Supply of uPVC Pipe and specials, IS 4985: 2000 , 10kg/cm2, 63mm Dia.
100.98.235 : Supply of uPVC Pipe and specials, IS 4985: 2000 , 10kg/cm2, 75mm Dia.
100.98.236 : Supply of uPVC Pipe and specials, IS 4985: 2000 , 10kg/cm2, 90mm Dia.
100.98.237 : Supply of uPVC Pipe and specials, IS 4985: 2000 , 10kg/cm2, 110mm Dia.
100.98.238 : Supply of uPVC Pipe and specials, IS 4985: 2000 , 10kg/cm2, 140mm Dia.
100.98.239 : Supply of uPVC Pipe and specials, IS 4985: 2000 , 10kg/cm2, 160mm Dia.
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)
100.9.1 : 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). 20 mm nominal outer dia pipes.
100.9.2 : 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). 25 mm nominal outer dia pipes.
100.9.3 : 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). 32 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.
100.9.7 : 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). 75 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.
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
18.17.2 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :32 mm nominal bore
18.17.3 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :40 mm nominal bore
18.17.6 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :80 mm nominal bore
100.98.469 : Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.0, Size 80mm.
100.98.470 : Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.0, Size 100mm.
100.98.471 : Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.0, Size 125mm.
100.98.472 : Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.0, Size 150mm.
100.31.1.1 : "Conveying and fixing C.I. sluice valves (with cap) by providing complete with bolts, nuts, rubber insertions etc. excluding the cost of valve (the tail pieces if required will be paid separately) : 80 mm diameter. Class I" Observed Data derived from item no.18.31.of DAR
100.31.1.2 : "Conveying and fixing C.I. sluice valves (with cap) by providing complete with bolts, nuts, rubber insertions etc. excluding the cost of valve (the tail pieces if required will be paid separately) : 100 mm diameter. Class I" Data derived from item no.18.31.1.1of DAR
100.31.1.3 : "Conveying and fixing C.I. sluice valves (with cap) by providing complete with bolts, nuts, rubber insertions etc. excluding the cost of valve (the tail pieces if required will be paid separately) : 125 mm diameter. Class I" Data derived from item no.18.31.2.1 of DAR
100.31.1.4 : Conveying and fixing C.I. sluice valves (with cap) by providing complete with bolts, nuts, rubber insertions etc. excluding the cost of valve (the tail pieces if required will be paid separately) : 150 mm diameter. Class I" Data derived from item no.18.31.3.1 of DAR
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
100.12.11 : 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
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)
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)
100.98.49 : Supply of Cost of PVC Saddle Piece (Average rate of 200/160/140/110/90/75/ 63/ 50 mm).
Supply of GIpipe class b medium- 100 mm dia
Supply of GIpipe class b medium- 150 mm dia
SANIL C R
VINOD KUMAR P S
B ABDUL KAREEM
SURESH BABU
SINDHU M
ISMAIL T
SUNNY JAMES
JYOTHIBASU V
MOHAMMED RASHID P H
Evatec Engineers & Contractors Pvt Ltd
KMT CONSTRUCTION COMPANY
A AHAMED KUNHI
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1057126.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 .