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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.6 LAccepted-AOC | L1 | Accepted-AOC work awarded | |
| 2 | L2₹17.6 L+₹9,128 (0.52%)Rejected-AOC | L2 | Rejected-AOC second lowest |
Tender Value
₹20.7 L
EMD Value
₹50,000
Closing Date
29 Oct 2024, 3:00 pmClosed
EXECUTIVE ENGINEER,KWA
O/o EXECUTIVE ENGINEER, KWA, PH DIVISION, KASARGOD
LAC-ADS-MLA-ADS- 2023-24-Manjeshwaram constituency-Rennovation of KSCADC-Koipady Kadappuram WSS in Kumbala Panchayath-Laying Distribution line-Pipeline Work
2024_KWA_695829_1
35/2024-25/KWA/PHD/KSD
Open Tender
Civil Works - Others
Item Rate
90 days
KUMBALA
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
₹50,000
KWA CAMPUS.VIDYANAGAR,KASARAGOD
27 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
Laying Pumping main and distribution s/m
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.
100.8.1: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.
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.
100.32.1: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): 25mm Single Acting Air Valve.
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.
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.
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
13.71:Lettering with black Japan pint of approved brand and manufacture
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
Cost of Materials
100.98.223:Supply of PVC Pipe, 8kg/cm2, 90mm Dia.
100.98.224:Supply of PVC Pipe, 8kg/cm2, 110mm Dia.
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.
100.98.460:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 150mm.
100.98.428:Supply of CI Non Return Valve, Conforming to IS 5312 Part I - 1984, PN 1.6, Size 80mm.
100.98.440:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 25mm.
Providing and erection of pumpsets
OD289420/2023-2024:Supply, erection, testing and commissioning of centrifugal pumpset with bronze/SS impeller,SS shaft and CI pump casiing with suitable type base plate with coupling gaurd foundation bolts & nuts, including motor, star delta starter. and all other necessary accessories and equipments etc. as required complete suitable for pump and motor, the base plate,etc,including providing suitable concret foundation including cost of cement sand and metal etc complete. Dicharge - 8 lps, Total head - 27 m,efficiency - 70%, two year warranty , including all accessories as per IE rules. Total three year warranty.
Silt removal from well
100.54.3.1:Desilting open wells of dia above 3.5m and up to 6.0m and depth up to 4.5m by earth work excavation in or under water, after closing the inlet valves and plugging any holes in the steining by engaging divers with breathing accessories, bailing out water using pump set of suitable capacity, lifting the excavated silt/mud/clay using ropes, pulleys and buckets and disposing the same within minimum lead of 50 m from the periphery of the well, including engaging coolies for scrapping the inner side of the well, without causing any damages to the existing structures and installations, including hire and conveyance of tools and plant and as per the directions of the department officers etc. complete.
ABDUL RAHIMAN K A (BID ID -1958657)
Bidder Name
A ABOOBACKER
ABDUL RAHIMAN K A
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1084866.pdf
boq_comp_chart.xlsx
xlsx
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