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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.9 LAccepted-AOC | ₹7.9 L | L1 | Accepted-AOC L1.WORK AWARDED |
| 2 | L2₹8.4 L+₹53,822 (6.85%)Rejected-AOC | ₹8.4 L+₹53,822 (6.85%) | L2 | Rejected-AOC L2 |
| 3 | L3₹8.8 L+₹98,155 (12.5%)Rejected-AOC | ₹8.8 L+₹98,155 (12.5%) | L3 | Rejected-AOC L3 |
| 4 | L4₹9.2 L+₹1.3 L (16.4%)Rejected-AOC | ₹9.2 L+₹1.3 L (16.4%) | L4 | Rejected-AOC L4 |
| 5 | L5₹10.5 L+₹2.6 L (33.5%)Rejected-AOC | ₹10.5 L+₹2.6 L (33.5%) | L5 | Rejected-AOC L5 |
Tender Value
₹11.6 L
EMD Value
₹29,026
Closing Date
29 Oct 2024, 3:00 pmClosed
EXECUTIVE ENGINEER,KWA
O/o EXECUTIVE ENGINEER, KWA, PH DIVISION, KASARGOD
DEPOSIT- Estimation for reinstallation of pipes at Miyapadavu- Daigoli - Poyyathbail- Nandarapadavu Road- Estimation for reinstallation of pipes at Miyapadavu-Daigoli- Poyyathbail-Nandarapadavu Road -Pipeline Work
2024_KWA_695834_1
36/2024-25/KWA/PHD/KSD
Open Tender
Civil Works - Others
Item Rate
90 days
Vorkady
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
₹29,026
KWA CAMPUS.VIDYANAGAR,KASARAGOD
19 Dec 2024
10 Oct 2024
30 Oct 2024
10 Oct 2024
29 Oct 2024
10 Oct 2024
10 Oct 2024 - 14 Oct 2024
14 Oct 2024
Amount
Appendix A - Laying Distribution system
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.
100.2.7: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 Medium 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.
100.8.2:Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m 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.
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 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): 110 mm nominal outside diameter 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 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): 140 mm nominal outside diameter 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 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): 160 mm nominal outside diameter 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
100.31.1.2: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): 100mm diameter, Class I.
100.31.1.4: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): 150mm diameter, Class I.
Appendix- B - Cost of Materials
100.98.49:Supply of PVC Saddle Piece (Average rate of 200/160/140/110/90/75/ 63/ 50 mm).
100.98.236:Supply of PVC Pipe, 10kg/cm2, 90mm Dia.
100.98.237:Supply of PVC Pipe, 10kg/cm2, 110mm Dia.
100.98.238:Supply PVC Pipe, 10kg/cm2, 140mm Dia.
100.98.239:Supply of PVC Pipe, 10kg/cm2, 160mm Dia.
100.98.229:Supply of PVC Pipe, 10kg/cm2, 20mm Dia.
100.98.458:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 100mm.
100.98.460:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 150mm.
Appendix C-PROVIDING FHTC's
100.60.3.1.1:Providing additional length of house connection pipe using 20mm Indian Standard Class 6 uPVC pipe and specials and testing the joints etc., by trenching and refilling in all kinds of soil with trench of average cross section 0.3m x 0.75m for laying of connection pipe and service pipe, lighting, watching, providing caution boards, traffic control etc., including cost of materials, hire for tools, cost of consumables and labour charges etc. complete, but excluding the cost of cutting of concrete / tarred / bituminous roads etc., and as per the directions of the department officers
ABDUL RAHIMAN K A (BID ID -1957966)
K SULAIMAN, KALPANA ELECTRICAL AND PLUMBING WORKS (BID ID -1958643)
A ABOOBACKER (BID ID -1959074)
BA ISMAIL (BID ID -1954271)
ABDUL RIYAS P M (BID ID -1958687)
Bidder Name
A ABOOBACKER
ABDUL RAHIMAN K A
K SULAIMAN, KALPANA ELECTRICAL AND PLUMBING WORKS
BA ISMAIL
ABDUL RIYAS P M
C SULAIMAN
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1084880.pdf
boq_comp_chart.xlsx
xlsx
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