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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.4 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹6.6 L+₹22,941.40 (3.58%)Accepted-AOC | L2 | Accepted-AOC L2 | |
| 3 | L3₹7.3 L+₹85,927.96 (13.4%)Accepted-AOC | L3 | Accepted-AOC L3 |
Tender Value
₹8.7 L
EMD Value
₹21,847
Closing Date
10 Mar 2025, 3:00 pmClosed
Assistant Executive Engineer
WSP Subdivision, Chalakudy
DEPOSIT RWSS to Mattathur kadambod Replacing 50 mm pvc pipe with 75 mm pvc pipe Koplipadam Anathadam road Ward 6 in Mattathur panchayath Pipeline Work
2025_KWA_745321_1
14/AEE/ WSPSD/ CKY/ 2024-25
Open Tender
Civil Works - Water Works
Item Wise
WSP Subdivision, Chalakudy
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,930
₹21,847
21 May 2025
3 Mar 2025
11 Mar 2025
3 Mar 2025
10 Mar 2025
3 Mar 2025
Amount
working charge
15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road
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.
100.8.1: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.
100.9.7: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): 75 mm nominal outside diameter pipes.
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
OD181531/2024-2025:Interconnecting the pipe line with the existing PVC pipe of size 110mm upto 160mm by supplying specials all cost of materials and necessary earth work excavation in all classes of soil etc. complete as per direction of departmental officers.
18.17.5:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :65 mm nominal bore
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.
OD181858/2024-2025:Shifting the tap connection to the newly laid distribution pipe line using suitable size PVC/GI/MS saddle piece after necessary earth work excavation in all kinds of soil, refilling the trench, including all charges for conveying, cutting, threading, laying and jointing ISI marked brand new 20mm ASTM and specials such as bends, elbows, unions, stop cocks, hex nipples, reducers, 15mm PVC taps etc. bailing out water, providing caution boards etc
Road restoration work
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.
16.78.2:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25
4.1.4: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 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
Cost of materials
100.98.212:Supply of PVC Pipe, 6kg/cm2, 75mm Dia.
100.98.440:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 25mm.
OD186435/2024-2025:Cost of specials 3%
V.P.JOJI (BID ID -2144883)
GOPALAKRISHNAN (BID ID -2146179)
Bidder Name
V.P.JOJI
M.U.Rajan
GOPALAKRISHNAN
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1202288.pdf
boq_comp_chart.xlsx
xlsx
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