Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹27.0 CrAccepted-AOC | ₹27.0 Cr | 1 | Accepted-AOC 1ST LOWEST |
| 2 | 2₹29.4 CrRejected-AOC | ₹29.4 Cr | 2 | Rejected-AOC 2ND LOWEST |
| Sl No | Description | Qty | Unit | Cheerans Structurals L2 | S R CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.00APP A : BUILDINGS | |||||
| 1.00 | 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5
m, as directed by Engineer-in-charge.All kinds of soil | 1,217.86 | cum | 300 ₹3,65,358.9 | 261 ₹3,17,862.24 Lowest |
| 1.00 | 2.26.1
Extra for every additional lift 1.5 m or part there of in excavation / banking excavated
or stacked materials.All kinds of soil | 40.55 | cum | 250 ₹10,138.25 | 120 ₹4,866.36 Lowest |
| 1.00 | 2.8.1
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means
in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),
including dressing of sides and ramming of bottoms, lift up to 1.5 m, including
getting out the excavated soil and disposal of surplus excavated soil as directed,
within a lead of 50 m.All kinds of soil | 168.75 | cum | 450 ₹75,937.5 | 350 ₹59,062.5 Lowest |
| 1.00 | 2.14
Extra for excavating trenches for pipes, cables etc in ordinary / hard rock exceeding
1.5 m in depth but not exceeding 3 m (Rate is over corresponding basic item for depth
up to 1.5 metre). | 100 | metre | 1.55 ₹155.5 Lowest | 1,700 ₹1,70,000 |
| 1.00 | 50.2.25.1
Filling with contractor's own 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, lead up to 50 m and lift up to 1.5 m as per direction
of site Engineer-in-charge | 858 | cum | 1,500 ₹12,87,000 | 730 ₹6,26,340 Lowest |
| 1.01 | 2.25
Filling available excavated earth (excluding rock) in trenches, plinth, sides of
foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited
layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 1,217.86 | cum | 350 ₹4,26,252.05 | 300 ₹3,65,358.9 Lowest |
| 1.01 | 4.1.5
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 (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm
nominal size derived from natural sources) | 327.15 | cum | 8,800 ₹28,78,920 | 8,200 ₹26,82,630 Lowest |
| 1.01 | 5.9.6
Centering and shuttering including strutting, etc. and removal of form for:Columns,
Pillars, Piers, Abutments, Posts and Struts | 4,064.55 | sqm | 925 ₹37,59,708.75 | 900 ₹36,58,095 Lowest |
| 1.01 | 5.9.7
Centering and shuttering including strutting, etc. and removal of form for:Stairs,
(excluding landings ) except spiral - staircases) | 982.56 | sqm | 900 ₹8,84,304 | 800 ₹7,86,048 Lowest |
Tender Value
₹28.3 Cr
EMD Value
₹5 L
Closing Date
29 Nov 2025, 4:00 pmClosed
Construction Engineer
Office of the Construction Engineer Alappuzha 28/747 Sabari Gardens Chandanakavu Alappuzha- 688011
Construction of Building, plumbing ,septic tank , Electrification and Firefighting
2025_KLDC_818165_1
KLDC/ALP/CE/2025-26/02
Open Tender
Civil Works - Buildings
Item Rate
540 days
Kalarcode Punnapra North Grama Panchayath alappy
As per tender document
8 documents required · 8 mandatory
₹17,700
Yes
₹5 L
Yes
Office of the Construction Engineer Alappuzha
30 Apr 2026
1 Nov 2025
3 Dec 2025
1 Nov 2025
29 Nov 2025
1 Nov 2025
11 Nov 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1APP A : BUILDINGS | |||||
| 1.001 | 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5
m, as directed by Engineer-in-charge.All kinds of soil | 0.2 | cum | - | - |
| 1.002 | 2.26.1
Extra for every additional lift 1.5 m or part there of in excavation / banking excavated
or stacked materials.All kinds of soil | 1 | cum | - | - |
| 1.003 | 2.8.1
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means
in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),
including dressing of sides and ramming of bottoms, lift up to 1.5 m, including
getting out the excavated soil and disposal of surplus excavated soil as directed,
within a lead of 50 m.All kinds of soil | - | cum | - | - |
| 1.004 | 2.14
Extra for excavating trenches for pipes, cables etc in ordinary / hard rock exceeding
1.5 m in depth but not exceeding 3 m (Rate is over corresponding basic item for depth
up to 1.5 metre). | - | metre | - | - |
| 1.005 | 50.2.25.1
Filling with contractor's own 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, lead up to 50 m and lift up to 1.5 m as per direction
of site Engineer-in-charge | - | cum | - | - |
| 1.006 | 2.25
Filling available excavated earth (excluding rock) in trenches, plinth, sides of
foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited
layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 0.2 | cum | - | - |
| 1.007 | 4.1.5
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 (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm
nominal size derived from natural sources) | 1 | cum | - | - |
| 1.008 | 5.9.6
Centering and shuttering including strutting, etc. and removal of form for:Columns,
Pillars, Piers, Abutments, Posts and Struts | - | sqm | - | - |
| 1.009 | 5.9.7
Centering and shuttering including strutting, etc. and removal of form for:Stairs,
(excluding landings ) except spiral - staircases) | 1 | sqm | - | - |
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 0.50 MB
finalsbd.pdf
Tender Documents • 33.63 MB
BOQ_1371089.xls
BOQ • 0.67 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 [email protected].