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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹9.3 L+₹46,133 (5.23%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹11.0 L+₹2.2 L (24.6%)Rejected-AOC | L3 | Rejected-AOC L3 |
Tender Value
₹9.3 L
EMD Value
₹23,248
Closing Date
17 May 2023, 2:00 pmClosed
Executive Engineer KWA Palakkad
PH Division Palakkad
Ayilur Grama panchayath deposit work 2022-23-Pipeline extension to various places of Ayilur grama panchayath-Pipeline Work
2023_KWA_574866_1
1/23-24/EE/PH/PKD
Open Tender
Civil Works - Water Works
Item Wise
30 days
Ayiloor
as per NIT
4 documents required · 4 mandatory
₹2,050
₹23,248
2 Jun 2023
5 May 2023
18 May 2023
5 May 2023
17 May 2023
5 May 2023
Amount
Working charges
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.
100.9.6: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): 63 mm nominal outside diameter pipes.
100.12.6:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 50mm diameter 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
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
15.58:Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars.
4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
100.98.1008:Engaging Coolie.
100.98.1009:Engaging Fitter ( grade 1).
Cost of materials
OD274755/2022-2023:Supply of 63 mm PVC Pipe
OD274757/2022-2023:Supply of 50 mm GI Pipe
OD274758/2022-2023:Cost of 50 mm GI pipe specials (5 % of cost of 50 mm GI pipe)
OD274759/2022-2023:Cost of 63 mm PVC pipe specials (3 % of cost of 63 mm PVC pipe) inculding all specials ans saddle pieces needed for the work
Road restoration charges of PWD Road
2.5.2.A:Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately<br> Bituminous course - By Mechanical Means<br>
3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
3.18:Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
4.2.A.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-III -For lower sub-base - Mix in Place Method
12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br>
UNNIKANNAN V
MANOJ S
Bidder Name
UNNIKANNAN V
RENJITH K
MANOJ S
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