Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.3 LAccepted-AOC KANDATHAL HOUSE ADIMALY | IDUKKI | KERALA | 685501 | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical CHIRATHRA MANKUZHIKUDY VEMBANADU KERALA | - | Rejected-Technical L3 Reject | |
| 3 | Rejected-Technical CHIRATHRA MANKUZHIKUDY VEMBANADU KERALA | KOTTAYAM | KERALA | 686102 | - | Rejected-Technical L2 Reject |
Tender Value
₹16.5 L
EMD Value
₹41,277
Closing Date
24 Jan 2023, 12:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer LSGD Division Idukki Painavu
Annual Plan-IDP/2022-23 POWER HOUSE WATER TANK PIPE LINE-Project No S0956/23 in Pallivasal Grama PanchayathGeneral Civil Work
2023_LSGD_549366_20
09/AEE/LIDEW/IDK//2022-2023
Open Tender
Civil Works - Water Works
Item Rate
180 days
PALLIVASAL
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
₹41,277
Yes
3 Mar 2023
13 Jan 2023
26 Jan 2023
13 Jan 2023
24 Jan 2023
13 Jan 2023
13 Jan 2023 - 23 Jan 2023
Amount
DETAILED ESTIMATE
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
60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
4.1.3: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 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
18.48:Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
18.12.6:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work50 mm dia nominal bore
51.18.12.5:Providing and fixing G.I. pipes complete with G.I. fittings (Cost of fittings to be paid separately) <br> External work - 40 mm nominal dia
51.18.12.6:Providing and fixing G.I. pipes complete with G.I. fittings (Cost of fittings to be paid separately) <br> External work - 50 mm nominal dia
51.18.12.7:Providing and fixing G.I. pipes complete with G.I. fittings (Cost of fittings to be paid separately) <br> External work - 65 mm nominal dia
OD338995/2022-2023:Providing and Fixing Good Quality Granite Name Board and Lettering Including all cost ,conveyance,Labour charges etc complete
Eldho Abraham
BENNY ABRAHAM
Bidder Name
Eldho Abraham
Biju K.P.
BENNY ABRAHAM
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_805004.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
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 .