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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.6 LAccepted-AOC | L1 | Accepted-AOC Accepted |
Tender Value
₹14.3 L
EMD Value
₹35,730
Closing Date
23 Jan 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
Executive Engineer Kerala State Housing Board, Kannur Division, Shabeena complex, Thavakkara, Kannur.
Construction of open well for SC flat project at Ezhome
2024_KSHB_719635_2
01/2024-25/EE/KSHB/KNR
Open Tender
Civil Works - Others
Item Rate
60 days
Ezhome
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,950
₹35,730
11 Mar 2025
15 Jan 2025
25 Jan 2025
15 Jan 2025
23 Jan 2025
15 Jan 2025
Amount
Open well
100.3.7.1 : Earthwork open well excavation (above water) for wells of dia. above 6.0m and upto 9.0 m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift up to 1.5 m including neat banking. NEW DATA
100.3.7.2 : Earthwork open well excavation (above water) for wells of dia. above 6.0m and upto 9.0 m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 1.50m to 3.0 m including neat banking. NEW DATA
100.3.7.3 : Earthwork open well excavation (above water) for wells of dia. above 6.0m and upto 9.0 m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 3.0m to 4.50 m including neat banking. NEW DATA
100.3.7.4 : Earthwork open well excavation (above water) for wells of dia. above 6.0m and upto 9.0 m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 4.50m to 6.0 m including neat banking. NEW DATA
100.3.7.5 : Earthwork open well excavation (above water) for wells of dia. above 6.0m and upto 9.0 m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 6.0m to 7.50 m including neat banking. NEW DATA
100.3.7.6 : Earthwork open well excavation (above water) for wells of dia. above 6.0m and upto 9.0 m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 7.5m to 9.0 m including neat banking. NEW DATA
100.3.5.7 : Earthwork open well excavation (above water) for wells of dia. above 3.5m and upto 6.0 m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 9.0m to 10.50 m including neat banking. NEW DATA (Prepared based on PHED SDB - Item No.1089 & 1092
100.3.5.8 : Earthwork open well excavation (above water) for wells of dia. above 3.5m and upto 6.0 m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 10.50m to 12.0 m including neat banking. NEW DATA (Prepared based on PHED SDB - Item No.1089 & 1092
100.3.5.19 : Earthwork open well excavation (in or under water) for wells of dia. above 3.5m and upto 6.0 m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 12.00m to 13.50 m including neat banking. NEW DATA (Prepared based on PHED SDB - Item No.1090 & 1093
100.3.5.20 : Earthwork open well excavation (in or under water) for wells of dia. above 3.5m and upto 6.0 m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 13.50m to 15.00 m including neat banking. NEW DATA (Prepared based on PHED SDB - Item No.1090 & 1093
50.6.7.2 : Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.
50.6.7.1 : Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
od127139/2024_2025 : Laterate masonry with neatly dressed laterate stone of size 40x20x15 cm or nearest size for openwell including all cost of materials, labour charges, lift etc.
od201191/2024_2025 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering for the entire surface , lead up to 50 m
50.18.9.15.1 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 40 mm dia 10Kgf/cm2- External work- Exposed on wall
10.25.2 : Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
50.2.3.1 : Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
od200509/2024_2025 : Supply installation testing and commissioning of single phase 2HP- Pump ( having a minumum of 42 metres head , having delivery outlet 32 or38mm or nearer), submersible type pump set fitted inside the well by hanging using nylone/marine rope, including cost of the wire required for connection , nylone/marine rope and other accesories like NR Valve, SS Hose Collar etc
od200541/2024_2025 : Supply and fixing High Density Poly Ethylene Pipe 40mm dia (HDPE Grade PE 80, PN 8 ) including all fittings but excluding the cost of trenching and refilling
2.10.1.1 : Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil. and then returning the soil as required, in layers not exceeding 20 cm 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:All kinds of soilPipes, cables etc, not exceeding 80 mm dia
Bidder Name
ABDUL MOUSUF K M
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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